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HomeMy WebLinkAbout10-27-15 Planning and Development Board Meeting Agenda CITY OF ITHACA 108 E. Green Street—3rd Floor Ithaca,NY 14850-5690 DEPARTMENT OF PLANNING, BUILDING, ZONING& ECONOMIC DEVELOPMENT €� ��ia€I it i a Division of Planning &Economic Development JOANN CORNISH, DIRECTOR OF PLANNING& DEVELOPMENT PHYLLISA A. DeSARNO, DEPUTY DIRECTOR FOR ECONOMIC DEVELOPMENT �'pdRAZE4%" r Telephone: Planning&Development—607-274-6550 Community Development/IURA—607-274-6559 Email: dgrunder@cityofithaca.org Email: iura@cityofithaca.org Fax: 607-274-6558 Fax: 607-274-6558 If you have a disability&would like specific APPLICANT OVERHEAD PROJECTOR NOTE: accommodation to participate, NOTICE OF MEETING The City only has a VGA plug/cable ® available to connect to our overhead ® projector. If you need to connect another ®� way, you will need to provide your own ADAPTOR. (Macs & many newer, lighter please contact the City Clerk at 274-6570 by laptops may not have a VGA port.) 12:00 p.m.,the day before the meeting. 2��w���:)=�� The regular meeting Of the PLANNING & DEVELOPMENT BOARD will be held at 6:00 p.m. On OCTOBER 27T",2015 In THE SECOND FLOOR CONFERENCE ROOM, City Hall, 108 E. Green Street, Ithaca, NY. AGENDA ITEM Start Time 1. Agenda Review 6:00 2. Privilege of the Floor (3-minute maximum per person — if you will be speaking about a project 6:05 with a scheduled PUBLIC HEARING below b, you are highly encouraged to speak at that time) 3. Site Plan Review A. Project: Holiday Inn Express 6:30 Location: 371 Elmira Rd. Applicant: Sylvestri Architects, PC Actions: O Project Changes &Conditions of Site Plan Approval Project Description: The applicant received Site Plan Approval on 3/25/14 for construction of a 4-story, 11,769- SF hotel with approximately 76 rooms and 76 parking spaces. Site improvements include retaining walls, a privacy fence, a water feature, walkways, landscaping, lighting, a new sidewalk on Spencer Road, and bike racks. The applicant has made changes to the room count (now 79) added three more parking spaces, and altered the parking layout. The applicant is also presenting information to satisfy conditions of the approval. B. Project: Four Multi-Family Dwellings—"Pocket Neighborhood 7:10 Location: 215-221 Spencer St. Applicant: Noah Demarest, STREAM Collaborative,for PPM Homes Actions: O Determination of Environmental Significance & Recommendation to BZA Project Description: The applicant proposes to build a new multi-family "pocket neighborhood" on a hillside site between W. Spencer St. and S. Cayuga St. The project will include four buildings, each of which will be 3 stories tall and contain 3 units (12 units total). A 12-car parking area is proposed with access off S. Cayuga Street. Site circulation will be organized with a series of landscaped stairs and terraces connecting through the site. The project also includes lighting, retaining walls, and landscaping. The project is in the R-3b Zoning District and requires a variance for parking. This is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance and the State Environmental Quality Review Act, and is subject to environmental review. C. Project: Site Improvements 7:30 Location: 416 E. State St. Applicant: Scott Whitham Actions: ❑ Environmental Review Discussion Project Description: The applicant proposes to convert a portion of the existing commercial space into a bar, expand and renovate the existing office space, create one apartment, and provide storage. Exterior renovations include construction of two new building entrances, one of which will have a stair connecting the back entrance to the adjacent parking area, realignment of the curbing to provide better maneuverability in the 2-car parking area, walkways, landscaping, lighting, and signage. The new bar, office spaces, and apartment require 40 off- street parking spaces. The applicant is proposing shared parking with the adjacent Argos Inn. The project is in the B-4 Zoning District and the East Hill Historic District. The project requires variances for existing area deficiencies and a Certificate of Appropriateness from the Ithaca Landmarks Preservation Commission (ILPC). This is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance ("CEQRO") and the State Environmental Quality Review Act ("SEQRA"), and is subject to environmental review. D. Project: Hotel Ithaca Renovations 8:00 Location: 222 S. Cayuga St. Applicant: David Hart, Hart Hotels, Inc. Actions: ❑ PUBLIC HEARING ❑ Consideration of Preliminary& Final Approval Project Description: A project on this site was approved on 7/24/12. The applicant has since redesigned the project and now seeks Site Plan Approval for a new proposal. The new proposal is for construction of a five- story wing with first- and second-floor connections to the existing building. These connections will create a new pre-function area on the north side of the existing ballroom, new break-out rooms, and a new fitness center. Site improvements will include new landscaping, walkways, and site furnishings. Vehicular circulation will remain the same, but parking throughout the site will be reorganized, resulting in a reduction from 106 to 97 spaces. Site demolition will include removal of the north and west multi-story wings, as well as paving and some landscaping. The project is in the CDB-100 Zoning District and has received Design Review. This is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance ("CEQRO"), §176-4 B.(1) (h.)(4) and (1) and the State Environmental Quality Review Act ("SEQRA"), §617.4 (11)for which the Lead Agency amended the Negative Declaration, issued on 3/27/12. This project requires a Stormwater Pollution Prevention Plan (SWPPP). E. Project: Herson Wagner Funeral Home Relocation 8:30 Location: 327 Elmira Rd. Applicant: Gregory L. Myer, Myer Funeral Services Corp. Actions: ❑ Declaration of Lead Agency ❑ PUBLIC HEARING Project Description: The applicant is proposing to relocate a funeral home business to this location. The L- shaped project site is 1.24 acres and contains two existing buildings. The proposed project is to renovate the existing buildings, add a 46-space parking area, a portion of which will be porous paving, entrance drive and drop-off area, install internal pedestrian walkways, as well as a connection to the public sidewalk, and add landscaping, lighting, and signage. The project site is in two Zoning Districts: the portion of the site contiguous to Elmira Road and containing the larger building is in the SW-2 District, while the larger portion of the site containing the smaller building and proposed parking lot is in the R-2a District. The rear portion of the site is currently used for outdoor storage of goods and construction equipment. The project requires a Use Variance for uses proposed in the R-2a District. This is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance ("CEQRO") and the State Environmental Quality Review Act ("SEQRA"), and is subject to environmental review. "An Equal Opportunity Employer with a commitment to workforce diversification." 2 4. Zoning Appeals 9:00 • #2994,Area Variance,215-221 W.Spencer St. • #3006,Area Variance,707 Mitchell St. S. Old/New Business 9:10 A. December 2015 Planning Board Training 6. Reports 9:15 A. Planning Board Chair(verbal) B. Director of Planning& Development(verbal) C. Board of Public Works liaison (verbal) 7. Approval of Minutes: 9:25 June 23, 2015,June 30, 2015 (Special Meeting),July 28, 2015, &/or August 25,2015(time permitting) 8. Adjournment 9:26 ACCESSING MEETING MATERIALS ONLINE Site Plan Review&Subdivision Applications(and Related Documents) Site Plan Review application documents are accessible electronically via the"Document Center"on the City web site (www.citvofithaca.org/DocumentCenter),under"Planning&Development">"Site Plan Review Project Applications,"and in the relevant year/month folder. Subdivision application materials can be similarly located,but in the"Subdivision Applications"folder. Zoning Appeal Materials are also accessible electronically via the"Document Center"on the City web site,under"Board of Zoning Appeals." Agenda You may access this agenda(including attachments)by going to the"Agenda Center'on the City web site(www.citvofithaca.org/agendacenter), under"Planning&Development Board." For ease-of-access,a link to the most recent Planning Board agenda will always be accessible on the Planning Board home page:http://www.citvofithaca.org/354/Planning-Development-Board. "An Equal Opportunity Employer with a commitment to workforce diversification." 3 ADOPTED RESOLUTION City of Ithaca Preliminary &Final Approval Site Plan Review 4-Story Hotel—Holiday Inn Express 371 Elmira Rd. Planning and Development Board March 25,2014 WHEREAS: the City of Ithaca Planning and Development Board has one pending application for Site Plan Review for a 4-story hotel to be located at 371 Elmira Road, and WHEREAS: the applicant proposes to construct a 4-story, 11,769-SF hotel with approximately 76 rooms and 76 parking spaces. The 1.58-acre project site contains two contiguous tax parcels, containing a+/-7,500- SF commercial office building fronting Elmira Road, an auto-body shop in the rear with access from Spencer Road, and large paved parking areas. Project development will require demolition of both buildings and removal of approximately 0.25 acres of vegetation. Site improvements include retaining walls, a privacy fence, a water feature, walkways, landscaping, lighting, a new sidewalk on Spencer Road, and bike racks. The project is in the SW-2 Zoning District. Parcel consolidation will be required, and WHEREAS: this is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance, §176-4 B. (k), and an Unlisted Action under the State Environmental Quality Review Act, and is subject to environmental review, and WHEREAS: the Planning and Development Board, being the local agency which has primary responsibility for approving and funding or carrying out the action, did on November 26, 2013 declare itself Lead Agency for the environmental review, and WHEREAS: legal notice was published and property posted in accordance with Chapters 276-6 B. (4) and 176-12 A. (2) (c) of the City of Ithaca Code, and WHEREAS: the Planning and Development Board held the required Public Hearing on March 25, 2014, and WHEREAS: the Planning Board, acting as Lead Agency in environmental review, has on March 25, 2014 reviewed and accepted as adequate: a Full Environmental Assessment Form (FEAF), Part 1, submitted by the applicant, and Part 2, prepared by Planning staff; plans entitled "Site Plan Layout (C-1.0)," "Dimensional Site Plan (C-1.1)," "Site Details (C-1.2 to C-1.7)," "Water Feature Details (C1.8 to C1.10)," "Site Grading Plan (C-2.0)," "Site Drainage Plan (C2.1)," "Drainage Details (C2.2 to C 2.4)," "Site Utility Plan (C 3.0)," "Utility Details (C 3.1 & 3.2)," "Site Landscape Plan (C4.0)," "Landscape Details (C4.1)," "Site Demolition Plan (C 5.0)," "Erosion Control Plan (C5.1)," and "Erosion Control Details (C5.2)," all dated 10/15/13, with a revision date of 2/21/14, and prepared by Optima Design and Engineering, PLLC; and "Exterior Elevations (A-201 & 202)," dated 2/17/14, plus undated color renderings and drawings titled "Colored Elevations" and "Exterior Materials" (i.e., materials board), and prepared by Silvestri Architects, P.C.; and other application materials, and WHEREAS: the City of Ithaca Conservation Advisory Council, the Tompkins County Planning Department, and other interested parties have been given the opportunity to comment on the proposed project, and WHEREAS: Tompkins County Commissioner of Planning Ed Marx, in N.Y.S. General Municipal Law §239 review comments, recommended that this project be modified to provide a ten-foot tree lawn adjacent to the existing Elmira Road street curb, and the Planning Board responded by requiring the applicant to move the proposed rebuilt Elmira Road sidewalk away from the curb, to one foot away from the portion of the building footprint that is closest to this curb, in order to provide a significantly wider tree lawn and smooth connections to the existing Elmira Road sidewalks on the adjacent properties, and WHEREAS: on March 25, 2014, the Planning and Development Board determined the proposed project would result in no significant impact on the environment,now, therefore, be it RESOLVED: that the Planning Board does hereby grant Preliminary and Final Site Plan Approval to the proposed project subject to the following conditions: i. Submission to the Planning Board of project details, including signage, lighting, landscape stairs and railing,retaining wall materials and paving materials, and ii. Submission to the Planning Board of revised site plan showing sidewalk at base of stairs that descend from Spencer Road ending at internal parking lot area(rather than at parking space), and iii. Submission to the Planning Board of revised drawings showing (1) final placement of the Elmira Road street trees and (2) realignment of the proposed rebuilt Elmira Road sidewalk away from the curb,to one foot away from the portion of the building footprint that is closest to this curb,in order to provide a significantly wider tree lawn and smooth connections to the existing Elmira Road sidewalks on the adjacent properties, and iv. Submission to the Planning Board of revised elevations showing location and proposed treatment of all exterior utilities, and v. Submission to the Planning Board of a rooftop plan showing any proposed mechanicals, and — if these would be visible from the street— drawing(s) showing either architectural integration of said mechanicals into the building or screening of them from public view, and vi. Submission of documentation that the two original parcels have been consolidated to one parcel, and vii. Submission of documentation that an easement has been provided to the City for all portions of the rebuilt Elmira Road sidewalk located on applicant's property, and viii.Written approval from the City Stormwater Management Officer. Moved by: Jones-Rounds Seconded by: Schroeder In Favor: Acharya,Blalock,Elliott,Fernandez,Jones-Rounds, Randall, Schroeder Against: 0 Abstain: 0 Absent:0 Vacancies: 0 2 i m m a O n rn < D r _r c m € .V f IA m � � rD s R 0 .4 u��s: ----------- La O HOLIDAY INN EXPRESS & SUITES �xo-,rac> 3-.a t - t`--. 1 1 i I 1 I 1 NOTES { I 1.FOR REFERENCE INFORMA1104 SEE TOPOGRAPHIC BOUNDARI'SURVEW'PREPARED BY T.G.MILLER DATED I'• AUGUST 21,2013,AND IDENTIFIED AS JOB NO.S13--606 INCLUDED WITH THIS SEr OF SITE PLANS. 2.ALL CONSTRUCTION SHALL.ODNFIORM TO CITY OF iTHACA STANDARDS AND NEW YORK STATE CODE RiDUIREMEN S,AS WELL AS THE LATEST AI.S.C.,A.C.I.,OSHA,AND AS.T.M.STANDARDS.WHERE HERE 1 AASHTO SAFE SITE& CODES OVERLAP,THE CONTRACTOR SHALT,COVPLY WWTM THE MORE STRINGENT CODE ;7 DISTANCE LINE �bl II I ( LOYAL ORDER OF I 3.WWNERE A SPECIFIC MANUFACTURER'S PRODUCT IS GAITED OUT ON THIS SHEET OR ANY OTHER PLAN IN :'1 NEW POROUS E THE MOOSE fi666 I THIS SET OF DRAWINGS,THE CONTRACTOR MUST CO,%RY WTM THE MANUFACTURER'S LATEST PRINTED ©IRON RON NEWY SIDEVIALH $� 840 INSTRUCTIONS AND RECO%V&DAT10NS FOR INSTALLATION. T EXISTiN SIDEWALK a� ,) PVMNT.(TYP.) -, 1347 (R O.) FORMER PROPERTY LINE D NEW DUMPSTER& 1 - NEW LAV.N SIGN I - BETWEEN 652 SPENCER - RECYCLING BIN ENCLOSURE NEW GUARD RAIL AT I®p I I 4.ALL TRAFFIC CONiROL AND YIARNING SIGNS SHALL CONFORM TO N.Y.S.D.O.T.MANUAL OF UNIFORM I I I (BY OTHERS) 3 NEW FLAG POLES NET!POLE C RD.&371 DJJIRA RD. TOP(�'WALL(TYP.) ' I TRAFFIC� � 1 II I .Ir 1 W'!/UP-LIGHTS LIGHT( )� NEW GE OFPa1 pg NEWY POROUS E RETAINING WALL 5.THE CONTRACTOR SHALL.MAINTAIN ACCESSIBLE PASSAGEWAYS FOR TRAFFIC AND PEDESR ANS TO EXISTING BUSINESSES WHICH WILL REIMN IN OPERATION THROUGHOUT THE DURATION OF THE 1 I 1 I 1 _ ---< PVAiNL(TYP.)®� _ I 1 REM VE&REPLACE 1 ,. 1 �-- __ ----- ---- CONSTRUCTION. i .,.. EXIS CONIC.IAPRON 6.ANY CAST-IN-PLACE CONCRETE SHALLCONFORM TO N.Y.S.D.O.T.STANDARD SPECIFICATIONS(SECTION � IN KIND 11 1:::" I:, � NEW HANDICAP - ----- 4 1=7 I'�;U.", I I 501).USE CLASS•0-FOR DUMPSfER ENCI�IkZES,APROr-- OR STRUCTURAL SLABS USE CLASS"D° I NEW CONIC. ACCESSIBLE PARKING ==1 .••' I _�,� ..4--._.� �, D ;;: F.rEEENi ICE+.TESCINE '''`' J CURB(TYP.� -- > NEW INTEGRAL 924 SO.FL s ®NEW CONC. FOR SIDEW'WJ(S AND ALL OTHER GENERA.PURPOSE CONCRETE PAVEMEM ON SffE CEMENT USED TO 1 I I. I PRODUCE CONCRETE SFWl CONFORM Yd11I BOTH Aq 318 AND ASTT1 Cl 157.CONCRETE SWV1 HAVE A I 1 I �? LOADING AREA CURE!_(.TYP.). ( URB-WALK(TYP.) _ ti 1 r� - I W GUARD TRAIL T A SLUMP OF NO MORE THAN 5"AND AN AR ENTR IMINT OF Orb b. 1 E NEW POR�XUS F'l;•;; r - I `I AV 7 NEW CONIC. T I I PVILNT.(TIP.) I ® 1B" 9�CLJFF�(JYP.� - C 1 P OF INTO (TiP.®1 7.ALL CONCRETE CURBS,SIDEWALKS,APRONS,AND PADS SKU BE CURED USING A PIGMENTED CURING 'A 1 v Y I %I CONFOUND OOVFT DING TO AST.M.C309. I NEW ANOPY VERHANG I z A r>�S i I C © NEW TIERED RETNNING A OVE.(S ARCHI) �' { ONIOVOIN NEW POLE I WALL SEE SHEE C-1.6 Ir'" I 2 N ONIOW+OT 10 O C NEW POLE I B. ANY DEMATION FROM ANY PLANS IN THS DRAWING SET SHALL REQUIRE APPROVAL OF DESIGN I I,` r°j. 1 O o ONINNy _ LIGHT(TYP.) & I I w.,ticA. Gn d ON O7 ` - GHT(TYP.) ENGINEER AND THE CITY OF I HAC/A PLANNING AND BUILDNG DEPARTMENTS,AS WELL AS THE I A NEW FO�NTAIN y 1 I l' ,,_� ,,• ...- - APPROPRIATE UTILITY C QYPANIES AND SERACE PROVIDERS. I 1.1 WATER FEATURE •T" - -' 7 NEWBICYCLE RACK. E 9. COORDINATE EXACT LOCATION( UP-LIGHTS YdRi ARCHITECT OF RECORD PER HDiII PROTOTYPE AND 1 y 1 I TOTAL BUILDING ELEVATION.SEE SHEET C-3.0 FOR LIGHT MIXTURE MODEL SPECIFICATIONS. 1 1 INEW CO C r- NEW COJC. NEW HANDICAP G '87. 10. THE CONTRACTOR SHAH PROVIDE EI BRIER&CXVERED WAI-KWAY FOR FROVi SIf VNI}C DUWNG I F SIDEWALK F _ �; I NEW C NC. I ( )• I SIDEWALK(TYP.).� II ACCESSIBLE-PARKIN _ G l "=i T L 1 " SIDEWA�(TYP). CONSTRUCTION AS PER 3306.5-3306.7 Ck NYS BUILDING CODE. I SCORE 5'C C SCORE 5'C-C A j 1 :`.!,q B -_ I SCORE�5'C-C Li NEVI PARKING 11. il1E COViFACfOR SHAH BE RESPONSIBLE FOR PAYING All NECESSARY FEES AND OBTAINING ALL I I I 1;� NEW STAMPED.GONG PAD I STRIPI G TIP. NECESSARY PERMITS PRIOR TO THE START OF CON5i3LIC1101.CONTACT CITY OF IT}{AGA BUILDING I �\ NEW CONCi COLOR&PATTERN BY NEW BICYCLE RAc�c/_E ® I� N (TYP.) E DEPARTMENT(274-6508)AND THE NEW YORK STATE DEPARPIENT OF TRANSPORTATION(756-7072) ( IF F I ( 6 TOTAL IDEWALK(TYP.). ARCHITECT OF RECORD). j I ®1 FOR INSTRUCiiONS PER AIT APPLICATIONS,AND FEES 1 . L -' I SCOREI 5'C-CI S': I NEW POROUS i :!•.:�F NEW 4-STORY HOTEL PVMNT.(TYP.) I A•. I R OCATEa°LEFT 1 �m (±11j769 SO.F F) F NEW CONE I 1 I 1 N ONI-r SIGN' (7fi ROOMS) SIDEWALK(TYP.). J I 1 1 I SCORE 5'C-C I 1 1 �I ..•:1 I`,%• NEW P(kE GIN ' I 1 NEW PARKIN�_r LIGHT(TYP.) 11 I STRIPING(TYP).;,1 114 yl f I NEW,A 0. I Q 5 r•� I I 1 UNITSkv i CODE & SITE DATA I I o 1 :,:� r, NEW CONC. �,e TOTAL PARCEL=1.44 ACRES(f62,624 SO.Fr.) NEW CURB TYP.) I I !W ZONED:SW-2(SOUTHWEST) I 1 b I 1 �; ly; kA LIGHT(TYP.) �� ^4 LEGEND I V. r _ yV'y L -a- EXISTING SIGN BUILDING EXES CK REQUIRED PROVIDED 11 I h•,I 3 =�' ;i '•` ` A 3 NEW UARD AIL AT -o- NEW SIGN I NEW UPTIGHT(I I _ �' .` NEW 6'HIGH BOARD--xx s•i orxue cEe�ns G NEW PARKING �. TOP F W (TYP.) FRONT(MIN.) 15'-0" 16'-8' I 16 TOTAL AROUND E R', ;} 0 BOARD PRIVACY FENCE NEW RETAINING u� ®STRIPING(TYP.) 3f ?E EXISTING FENCE NEW POROUS 4 if >E Y1 NEW FENCE I BLDG.I SEE NO I ),.. WALL S SHEETS • ) a j FRONT(MAX.) 34'-0' 16'-e' I I I :'t.1 C-1. & -. PVMNT.(T)P.) EXISTING EDGE OF PAVEMENT I I ,.1 •' NEW RETAINING .. � NEW EDGE OF PAVEMENT SIDE 5'-0' 7- 6. 1 I I F NEW CONC, `r:;, j WALL SEE SHEETS E ® © I NEW EKED RETAINING I¢ EXISTING CURB I 1 ;:.I SIDEWALK(TYP•)• C�HL6&C-1.7 WA 'SEE HEETS C-.6 ; 1 :•:1 SCORE 5'C-C I`'' 4 UNK FENCE I'x.'°• s NEW CURB(6") REAR 15'-D" 213'-3" I I I 1 & 1.7 ,n ------- SiTE PARCEL PROPERTY/R.O.W.LINE -- ADJACENT PROPERTY/R.O.W.LINES I �c { ',{., PARKING REQUIRED PROVIDED 1 1 NEW CONCRETE o EXISTING UTILITY POLE SETBACK I I " TRANSFORMER PAD. EXISTING I I I I _ SIZE&DETAIL PER �+, BUILDING cis*n u - 10 NEW I I� zL EXISTING LIGHT FIXTURE FRONT 15,-0" 92'-2" I J ""'`�F`r;rer.;, !'"'Y�^'cc 1 PRIVACY FENCE NEW LIGHT FIXTURE 1 I ELEC.SVCE.PROV. �` N0.654 NEW RETAINING Y/ALL a� ® NEW PARKING SPACE COUNT SIDE 5'-0' 5'-0" 1 1 I I '::1 SEE SHEETS C-1.6& v �. DIRECTIONAL ARROW(LN41 PAINTED ON PVMNT.) REAR 15,-0" 23'-0" i II 11 I ' _ --\'-` C-1 7 \ START NEW NOTE:FRONT SETBACKS ARE FROM FACE OF CURB I START NEW _ -- PRIVACY FENCE G NEW(POLE \ NEW STEPS EXISTING CONCRETE AREAS a ur, - LIGHT TYP. IjETAINING WALL I -� NEW RAIN GARDEN MONKM I RAILING 8 .; 1 1 I AN(R.O.) LANDSCAPE REQUIRED FRONDED 1 1 (SEE C-2.1) }� 250617D96 \ �:ria:y::•+.'::.'';'.t NEW CONCRETE AREAS { 1+ .•1. GREEN SPACE 12% 30% 1 1 -S.L� PARKING REQUIRED PROVIDED 1 I 1 AASHTO SAFE SITE env I \ I 11 I I DISTANCE LINE a Frur F�sKwc • , P, U I TOTAL 76 SPACES 76 SPACES �� V" r- HANDICAP 4 SPACES 4 SPACES R&M REALTY 377 LLC (R'D'� oOFDO FN =t1zs76 so.Fr.(GROSS) 500928-007 AL Rrs6 \ I I ROOF MATERIAL:SNGE-PLY MEM13WE FIRE PROTECTION:SPRINKLER SISTEM I MN•BCYCIE PAFNNG REQ'D=6 d TOTAL 9CY0.E PARKING PROADED=6 ' \ MN.FRONTAGE READ=2(q' I d \ I \ I TOTAL FRGYNTAGE=226' I I MAX ALLOWABLE BUILDING COVERAGE=359 TOTAL BUILDING =19% N TOT L°T SIZE=3,6ZE S'O. SITE LAYOUT PLAN I I TOTAL LOT SIZE=62,(124 SQ.FT. SCALE: 1"= 20'-0" �I 0 20 40 80 I PROPOSED HOLIDAY INN EXPRESS HOTEL THE coNNUCrOR StRNJ coNTAar THE DESIGN `�0 F NF,9 ENGINEER BEFORE EXCAVATION&CONSTRUCTION TO T + ENSURE HE/SHE HAS THE FINAL SET OF DESIGN ,`p-�\,AJ ERRq 09 ' ,l NQ times DOCUNENT9 AS ISSUED FIR CONSTRUCTION.THIS y e- j O' °'p""•"`"'.°'"�` 3 71 E L M I R A ROAD PUN IS CURRENT OF THE DATE R WAS ISSUED. a AA � , SUSSEOUENT UPDATES OF THIS PLAN VY THE r V�¢ 2J96 h1aF SLo"1,E"Aa 901 DESIGN ENGINEER DOES NOT AFFUM ANY SITE LAYOUT PLAN_..,�, Duiial>.716)60 k 400 TRANSFEREES THE RIGHT TO RECEIVE SAID PMne;(16)60}&00 UPUm,BUT PLACES THE RESPONSISILRY TO THE 'a" C� `�i Fec)716)61"B A a I T H ACA, NEW YORK, 14850 ,��To C��UPDATED� WHICH Fo 08063A �_ �.�R CITY coInNORs 2,21,14 ARE ISSUED FOR CONSTRUCTION AS THESE MAY 'O DRAWN BY:AVT SHEET DIFFER FROM PREVIOUS Pura ISSUED FOR PERMIT 90FESSIotAP REV.PER CITY coNNTO rs 1/24/14 CHECKED BY:DST 1 OR CID. ISSUED FOR SETA/SITE PLAN FV. 10/15/13 JOB 13-288 C-I•� j STAMP/SEAL WARNNG IT IS A NOUNON OF SECDON 7209,SUDDhiSION 2,OF THE NEW MRI(STATE M)CATON RAW FOR ANY PQRSM.UNLESS ACTING UNDER THE DF07TW OF A LICENSED ARCHRECT OR PROFES NAL ENY4E➢I,TO ALTER IN ANY RAY,PLANS,S TEMCATIONS,OR FrPORTS TO M.KCH THE SEAL OF A UCOCM ARUM OR RNFEMON^L ENGNEER HAS DEEN/PPIFD. I 1 2 3 4 5 6 NOTICE A)EIFS-WINTER EVE Tdm ,th e pbrmittetyd ufr repapecdd issuedsenlnt su fphe project E[FS CITE GREY namely Fasrfield ino S.Rnireo Niagara and the recipient by accepting this document assumes custody and agrees that this document will not be copied or reproduced in part or in whole,and any special A)FIFS-WINTER EVE features peculiar to this design shall not be q m o orate d m any other project,unless prior B)EIFS-PURE CREAM agreement has been obtained in vvriting.These documents will be returned immediately upon owl ------ completion of the project or upon the request of the (Ul1Cld4'!nn EX r, S$-l architect. fI SU rchsitect,rnoerights to ownership areretran_fetrable,or c�C E W a t qil,-0„ ; F shall be lost by the filing of this document with any J 1�'O SF BEAIZIIVG - � C)EIFS LITE GREY and all public authorities for the purpose of - ` .•.. compliance with Codes and or Ordinances, i.e.Building Permit,etc. C)EIFS-LITE GREY B)EIFS-PURE CREAM ,�t 33'-0" E EI S MOUNTAIN FOG 'W 'vr. `;r'qz w�ty�•"{v ;;;�.S` ;�^�.1''''� F{ 1'4Sua,' �' 9,+�ry`�#+a_ > '� - e'fP r: `�' -'^'fi t!• E)EiFr MOUNTAIN FOG �, ��-`-' �. �'tom ".�" �� �%S�'i �. �-- ,,— ,�tom• / \ ���,;u. - 22-0 m •.��:,5.',y, ".r"+ ��'- � r '�' ,"may, �D�"72 FAR LVI. ?, `�'r ?.:'F� �•�.�t;•; �S'"„�ns„^� r. {. '�,...v. 'F { r: \ rt,.'ter. �v HOLIDAY ,Yr ems. �C•:rgYj .i JrJ ` `' " '• 1. B)EIFS-PURE CREAM >�44."�'Y•'Y T • _ x � B)EIFS-PURE CREAM C)EES-LITE GREY .r y �.r..J '` "'k� C)EIFS-LITE GREY INN 77'-0" D�'2N FLOORL\'L _ D)CULTURED STONE- EXPRESS � - _ "'- HERITAGE STONE:ER1E DRY STACK Q 371 Elmira Road, D)CULTURED STONE- NORTH ELEVATION HERITAGE STONE:ERIE DRY STACK Ithaca, NY Dl r�s•-na ISSUE: A)EIFS-WINTER EVE C)EIFS-LITE GREY A)EIFS-WINTER EVE tiayInn Eyre v & Suites V SA PROJECT TEAM: PRINCIPAL I'Ril—stri PROJ.ARCH. DRAFTER C)EIFS-LITE GREY J OB CAPT. INTERIORS B)EIFS-PURE CREAM , , fir~~ �^' ,�; •X- y - j SEAL: B)ES-PURE CREAM E)EIFS- 9Y•'; 'Lh' ±5:: !r a 1;+.` IF MOUNTAIN FOG -'s J, x.r 's.`' ...�'•,ti �E ":-'. -.'. 'b. -.,.+ � _ �� .a,� <f.,r�4��,Cy �J��4r.`�� 'R ram''' .r..�,• �+,,,��,�y�,`�«'s`'�r`� E)EIIS-MOUNTAIN FOG m - r• - L rl�u; � ���~' ds` 4�.}c' -�N•�� 'a't�.•. _`'`�'J vC�"fury. C)EIFS-LITE GREY `` - :.- *�,- t' '� .$ "' " ` F 1' "� � TITLE: -,`�7 f�„o�Cc��."^s= , '.�,`���LS>�;�csi =.'�i � 1 � '�- �• N Mi EXTERIOR , �, �.. i 4- ,,L>: 't," -" B)E1FS-PURE CREAM ,,,,••�� �,�r•�'� -` �,:,�"-� =� '`� .�.,,: C)EFFS CITE GREY ELEVATIONS �! J D)CULTURED STONE- HERITAGE STONE:ERIE DRY STACK A � D)CULTURED STONE- D)CULTURED STONE- D HERITAGE SCONE:ERIE DRY STACK HERITAGE STONE:ERIE DRY STACK B)EIFS-PURE CREAM Bl WEST ELEVATION W Sa Dl 4.. C�f�1►7111CN1 IV — 6ubr'e%1,>dsivv-�- C/6 ����� �C.��w�IrvG s ��--,� SILVESTRI .6A OV4►Y% e-x.kQ^.%.CA 0 A►l lt%Ao O = ARCHITECTS,PC BI - Q 1321 MILLERSPORT HWY PH. 716.691.09W - AMHERST,NY 14221 FAX 716.691.4773 SA JOB#: DATE: 13106 02-17-14 -/ DRAWING#: A6 KEY PLAN A-201 1 2 3 4 5 6 1 2 3 4 5 6 NOTICE This document,the property of,prepared and issued by the architect,is submitted for the specific pru]ect namely Fairfield Inn k Snitea Niagara and the A)EIFS WINTER EVE recipient by accepting this document assumes custody and agrees that this document will not be copied or reproduced in part or in whole,and any special features peculiar to this design shall not be B)EIFS PURE CREAM B)EIFS-PURE CREAM incorporated in any other project,milers prior agreement has been obtained in writing.These E)EIFS MOUNTAIN FOG documents will be returned immediately upon completion of the projector upon the request of the architect. 'documen>s the exrdusiee ro if the A)EIFS IWNTER EVE shall be lust by�the filing of thisp -..•.- ....,- , -.: ., ., ..,,... ....::. ..� 4�rlr..:.�� _ _ ) IFS LITE GREY.. _,, .,. ^ C E and a public o'ties f the purpose i _ �_♦.`•:,� ��•- compliance w'th Codes an r esf e C)EIFS LTTE GREY y r, ♦ r ♦ - i Building Permit etc c: 1 n 1 ♦:\ _ B)EIFS-PURE CREAM E EIFS MOUNTAIN FOG ��':4,,.r' �,,.,t� .,52 ,�;�.:' 'c �y'�^-.a� 4�.',�-'..-'.s"•..�Y� �r ..,_�...... -�":.�, �. �^'?^s—.,'..,�.;.,^. 3,.,a• •T F `� �� r.1 Z 'ry S � roc,<;o `' � _ �r''S'E:�F_��w' S.,y.,�_ ,SI�',�� J �r - �.'�'»`+�� t E)EIFS MOUNTAIN FOG >:�at•4,y.,::'`�''y J'..' - 'oav `a�>r� r}.. ''' "'."4•. _ +'s' '' a �^; ��t:,'�7.v�� :?%i s.(-;, w•t-•e. '�," iv to ,3,t -, .: ,st+.•k '`..�:-.et .:_ C t •,l .�,'4 '�. '�`� eF,,? ate. ?_'�:. 'Rl• .fx G - , \ �" •F.. -eu. �'�lu�•l . r -�•'l� L 'r�':r {�'n .44�7 F�rSt CI SS�s'S�2 "p:.�c Lc'� � _'%ri� �r SC����' C�"c;�'Y 'y`��• _'±'4%' Y _\ ��5��>' '�.:^ � $;d\ •�ci"�4St`v a, - r ,y• i'_�i �'-q_3-. 'r✓t +,,4.�'"•+.- ke,`t '�:,{.:` ..�. .ya. i p'& - y -•w�" T1uT1 '1IIIIT �'1II7I1'p��y 'a i ~� __ *.z= :'? r+ r i -t i a i�t5•?c}' '`as :.� `c" M - 1 1 1,L�1L 1L/ Y cif :a .•=a�•`.�,i•.�31C`,v, ��' ... `��e'�si.�`fr" c,�•� �x �%t {`�C_ ,i'E'� '.Y��S.' C)EIFS LITE GREY C)EIFS-LITE GREY S,•:'r4'-a .�;•+;5 •'�.r` .a'*;yr _,•Y+�'- sr i J•'u�= .t- -s �+ - -J5•.' "t:.' E.tr � � }.�' .� Y3>�'!c-;•1 '~ rF5 `°� `� `.� �� INN Q - � EXPRESS D)CULTURED STONE- HERITAGE STONE:ERIE DRY STACK D)CULTURED STONE- HERITAGE STONE:ERIE DRY STACK Ithaca,NY Dl SOUTH ELEVATION t/s•-ro• ISSUE: A)EIFS WINTER EVE A)EIFS-WINTER EVE C)EIFS LITE GREY C)EIPS-LITE GREY B)EIFS-PURE CREAM -- E)EIFS MOUNTAIN FOG of ay"nn,:.. . & Suites _ U SA PROJECT TEAM: PRINCIPAL P Sil.•e�rr _ A)EIFS-WINTER EVE SEAL: ,\ - B)EIFS PURE CREAM ,y'.;��..,u �A•+:j�'.`+t%'} .:�... '�.'4 Y-' �.•. y:!s "t<^` ..t.� _ _ _ '.c�t3:�,a;'...c^+..v��.v-t• '�".Z.+ 'S.�. *'!.� t,,'; "� v ro\�'4 5'`Y gY �"""K�S'' �5'%-•�.e. i`� \;r'��.s •c+y >- " ��s'4,,,. ``�•` §vr l�cy x4• - ` yam \;+ �' >. .. •� t ry,`°k:-"A" r '�����;i+ .} � '` S `. .e....:•_ E)IIFS MOUNTAIN FOG 'ram{. .l'' ,..[1•=t;�'' ` :zi ,5:`` ,�} �, n •�y O �`.' :t.s.'' ^r - 3 TITLE: v- {,� .iJ£ ; J%�.��•E JF7 ,� 'S 'rJ.'•x>M ��. "3'ls _ \v?t f Y.3'1'= ��e,. C)EIFSLIUGREY W EXTERIOR �' F.w'.tw m i+Z•' >L,�+. .. ELEVATIONS Ul D)CULTURED STONE- D)CULTURED STONE- HERITAGE STONE:ERIE DRY STACK HERITAGE STONE:ERIE DRY STACK BI EAST ELEVATION C.d W k1.t"nCY1 1%) Z f,ul0rnn.sSt0 N o4" �.�.,`� ��.,�r�� t - SILVESTRI 9 b hOw►r►', C-'*-q" O K. u i►1 +`s•,] - ARCHITECTS-PC 3 Q 1321 MILLERSPORTHWY PH. 716.691.0900 AMHERST,NY 14221 FAX 716.691.4773 i SA JOB#: DATE: 13106 02-17-14 DI DRAWING#: A6 IKYPLAN A-202 1 2 3 4 5 6 T � ■ ■ 00 ■ PER on on n■. y ql ■. .■ •.��.4. .■ 1404 " ■■ •• ■■� ■,. 21 UL �j I 1 ITHACA, NEW YORK i LANDSCAPE NOTES 1, CN TRANSRARED TREES OR SHRUBS THE CONTRACTOR SHALL MY A OWNY ,� I NJR-DE51IXMlF SUCH AS IMLT-PRLF"OR MPRf a Ep1NAIIJT TO THE PIARS TO c I ENSURE SUiv1VAL ON EVIRGfEENS APPLY MHIN TEN DAYS FOLLOWING RANTING.ON ;z A' e`•y PLANT UST:NEW PLANT MATERIAL Q DECIDUOUS APPLY WHEN LEAVES HAVE REACHED AT LEAST 75%MATURE SRZF DURING AUIUAN ONLY APPLY WHEN TEMPERATURE IS 49 F.UT ABOVE 1' "^ �e, I KEY NO. BOTANICAL COMMON SIZE CONDIT. REMARKS 2 THE CONITUCIOR S A L PROVIDE MAINTENANCE INCLUDING FERTILIZING,RE-SEEDING,AND ? I NAME NAME WATERING AS REQUIRED DURNG LANDSCAPE INSTALLATION AND PLANTING FOR A MINIMUM 1 1 I E� ,F s EnvAc oRat 7E uaass AWea(RaJ �Fux wAu m 1 TREES PERIOD OF 12 MONTHS FROM PLMflNG DALE 1 I I �$ A �� Nr w�iu ) THIS AT aF ^" B.B. SPECIMEN 3. THE CONTRACTOR SHAA.L SCARIFY ALL NEW LANDSCAPE ARM FEU OR TO SFFONG.FEAI4VE 1 11 I , tax �.�� '�° SHPL4N 1� p 70 J —ES CAL DEBRIS AM ROCKS TO 24'DEPTH PRIOR TO APPLYING TOPSOIL UhIE SOIL AP FE(ESSAO' 1 I 1 i.T:..'.:... ^ m w -_ ArrA Rosa Flaw urN OF 14C1ID'SH�A��ACIH I TO A pH OF 6.5.FEIRTUIE W1TIi 550 lb-OF 5-10-10 OR EQUIVALENT PER ACTS(20 I E �urx -�t. ....•.••. ..•• �' - B.B. Ibs.PER EVERY 1000 SE.FT.).LIME AND FERTILIZE THE TOP 2"-4'OF TOPSOIL ...-`,��'•`•`.• .....•... AUS HARGOZAM SPECIES I I lalYuua HARVEST } srEauEH IaD Ow.) ]uEv nAc Puts .r:i .y L,' UH 6 N G��� 1 TO J' 4. THE CONTRACTOR SHAD.FURNISH AND INSTALL A 3"MINIMUM LAYER OF HIGH-WA IY I gaN Y w _ taw ouuvsrm CAL �!1 AW-u`'ttrs xtv I.vlw !cx�� D,a `::fir`.''t.%'. I APPLE SGiEBDED H AROWOOD BAWL OR CFAAR MUCH IN ALL PLANTING BEDS I I 1 Im(TreJ I 1-__` em(°mm) _ _ o :. _ B.B. SPECIMEN I 1 s .... ..:'... - 'rW='sO•r __ IE.v wAm Rut Al MR J NPLU9'NEJlNI' DUG J"ftEJDICE 5. P11 PROPOSED LANDSCAPE AREAS AND PLANTING BEDS SWJ1 ff EXCAVATED O Al. rw Ns wlu I CRABAPPLE C SPECIES BUILDING MATERIALS AND POOR UNSUITABLE SOILS TO A DEPTH OF 24"AM BAGOILLED 1 I .Jyl H' °'"°awn/oxmror ler Pao -rsr ut EWER TOPSOIL AND THE PLANTING MIXTURE AS SPECIFIED IN THE DETAILS. I I '•o C,i- _-, a",• I "'x u_ar I AS 4 ACER RUBRUM RED SUNSET 2 TO 3' B.B. SPECIMEN I �.5."g: `• "`a':.....::,.:.... I CAL 6. THE CONTRACTOR SHALL ERECT TB/POPMf CONSTRUCTION FENCING AROUND ALL EXISTING T.- 'EARN%SHED' NAPIE }• SPECIES TREES TO REVAIN WITHIN THE PROJECT LIMITS TO PROTECT FROM SITE ISM DISTURBANCE I b 11t I I :"LT'. nEv vac •d I b a I �v�"� r r R dufw a gl¢s sU,uR _ NEx uw E PICEA PUNGBIS BLUE COLORADO 6'-% B.B. SPED EN I n o m o Da3 x Z a DIP 1 ' 7. BURLAP MESH MAY ff USED TO COVER SEEDING ON ANY SLOPE E1,SANIQkNIS STEEP I I I ^' AAA 'GUUCA' SPRUCE HT.MIN. SPECIES DNOIOH TO IMPEDE THE ESTABUSHMENT OF LAWN AREAS. 1 I 1 w m FuieAcr I�Runm :::: 8. UNLESS RECOMMENDED OT-ERMSE B(THE SEED VENDOR OR THE LANDSCAPE CONTRACTOR I 1 w maRnaew�.aA :�:' - 6 FT.HT. B.B. SPECIMEN PERMANENT CRASS SEEDING SFWL CONSIST OF A MIXTURE OF THE FOLLOM C. I ' 1.. taw uAa PPf I6 RC£A PUNGBRS FAT/1BBRT SPECIES MENWW BLUEGRASS=259 BY WBGHT(98%MN.FORTY.559 MIN.GEFURAMON) e uai luv) eFns 'FAT ALBERY SPRUCE I I I -_a:l• xrw�..-,M.Mr xnm a 1A111)I -FENd LAWN RED FESCUE=25%LTY IISCHT(95%MIN.FUFTM-60%MN.GBOMIMTICN) I ?` _ q SHRUBS/GRASSES/SEDGES -TRIPLE CFMN PBREINNAL RYE=5M BY WEIGHT(95%MN.PURITY.90%MIN.GUNHATION) 1 11 NII .•,I•' '2' ) —E' i. Q B.B. SPEgNFN SPECIES PLANT Y_0• T O JCS 114 NNIPERµ.. CHINFN95 JUMPER POT MIN. fi TO FORM HEDGE AS O.C. PLAN . 9. HAND-BF�ADCASTING OR MDRD-SEEDING AND HYDRO-ANLCHNG SFW.L RE USED TO I 1 tti r.. _ ie tUaS�r vac �'�,- � R', 'SPAR SH04AN ESTPBIISH A11 NEW LAWN ARDS.IF HAD STING,SEW SEED AT A FATE OF 5 Its. '_t g6�$ PER 1000 S0.FT.RAKE SEED IWO TOP 1/8"OF TCPSOII,POLL,AND WATER WITH FINE I I k al I 'p1::• C• ® _ `Wp I MIST.WATER SEED AS RECOMMENDED BY SEED VENDOR.UNIFORMLY SPREAD 2 INCHES O I I I -"',!" ^.®" m " n A L,q JS 6g ,NNIPEAUS SPBINA BUFFALO JUNIPER 2 CAL ROILED PUNT ED O.C.PLANT AS STRAW MUCH OVER ENTIRE SEEDED AREA AT THE PATE OF 2 TAWS PER AURE 1 POT HIIN. INDICATED B:`,I d BUFFALO' IMMEDIATELY AFTER FOULING AND WATERING SEEDED AREAS.REMOVE ANY WEN)-SWEPT I I I MUCH TIES AS NECESSARY TO PREVENT DAMAGE TO GRASS. I � a COTONEASIBt CORAL BEAUTY 2 GAL POTTED PUNT V-6'O.C.RANT 1 1 I •_' 1 1e t�(1 a tax wtaN -, _ _ Cn CO 25 DAMMEIB'CORAL COTCNEASTTA POT MIN. AS INDICATED 10. IF REWIRED,ONLY NEW YOTI(STATE OR EPA-APPROVED INSECTICIDE SWLLL ff APPUm 1 II { taw P'ww swim- ® •, -N.wum u?r PER MNVFAGTLRBR'S IH6TRUCTO.S. _ .3 :;I A TaPav (reJ BEAUTY I mmIP - a,-OwAD twvAa tEN¢ •"'•a."� tav PaE im) OE]u .�e:i•: Q.a .: IMM 14 IW(E IlPoESERVEA£ BWE PWNCE 2 GAL POTTED RAIT 3'-0'O.C.PUNT)TO FORM HEDGE 11. IN AREAS W}E7E DECORATIVE STONES OR APJICFH MAY RE USED,THE CONTRACTOR EWNL "'F 1 fmPJ _ HIXLY POT I11N. t IXc N NA59NC AS SH0V4N.PUNT 1 INSTALL A OUTRUN WMEN LANDSCAPE FABRIC(SUCH AS FAER/SCAPE 4.75 OZ.IAIMN I 1 •II }y' xEv tW MALE HOLLY FOR EVERY 6 FEMALE PLANTS y1 s _ WLED FFSTPoCfOR F7I15 CR APRROVID LDILV.)TEXT Y,gD COFBft01.BENEATH A Y"-3" II I _:,t •,• Rcrmmm w. UYFR O�2 IADSM:APE STUJE OR CB)AR/FRAFmWOCO EUlM ANLCH.CALL(1l00) tarA/1ulcv f tax Ca1dETE I 2 CAI I POTTED PUNT&OR IN MASSING S FORM%1 992-0550 1.ORDER AND FOR INSTALLATION INSTRUCTONS. 11 EDP') i - u - m I IMF 64 %NESEAVEAE BLUE PRINCES PO7 MIN. HEDGE k OR N MASSING AS SHOWN. _ rxlxs'aaan v'm £XISTLVG a 'BLUE NdNCE55' HOLLY I _'i5"�T"''..:• BUILDING «+ -~` xEx JAPANESE 2 GAL POTTED PLANT 3'-0"O.C.PUNT IN 12 THOURS F AND$RIDING,HADRLLg ALL OR SOOUNG CAST DURING RAGE WITHIN 24 ,AIL 1 1 _,.,... n •�,"J _ RavAcr Ptr� I HOURS 6 FINAL GRADING.5®SFVNL NOT BE BROADCAST WRING 0.WIXTOi7S O HIGH re.�sm.uemod sx m)c '-:1:�: � �[��) N0.654 �� .,\, ROSE POT COIN MASSING AS SHOWN. I V�I' RR 107 ROSA RUGOSA WIND OR EXCESSIVE MOISTURE to FP.-qr.soar$ sTARr xn ,_,. I I We—m. AaTAdF� MORNING 1 GAL pOTIED RANT 2'-6'O.C.PLANTS TO BE 13. FERTILIZERS SHALL BE APPLIED ONLY IN THE MNIMUM AVAUWS REWIRED ETY THE I 1 1 '-�61 KNEW uaRRlux CC 37 CARE%GRAIL POT PAIN. STAGGER PUNTED AS SHOYM MANUFACTURER.FBTIUZERS SHALL BE COMFIETELY WORKED INTO THE SOIL IMMPIIIATELY I I ® RAN ^_ asoeliayfRul I STDCF AQ FOLLOWING APPLICATION TO UNIT EXPOSURE TO STIXAAYATER RUNOFF.FERTI ZEES SAW. I I I '; cA®°N tt"""' ��. I BE STORED IN A CQYffEO SHED AND PARTIALLY USED BIDS SHALL BE TRANSFERRED TO A 1 ., SECURELY-SEALED ON TO AVOID SPIVS. 11 II i '1 ^'°"""m• ` I CAN 155 ACUTIFAGA'KA% FEATHER R7TD I CAL POT MIN. ROILED AS NDICATED RANT I AWTIFCUA 7(AAL GRASS 14. MOW NEWLY SEEDED AREAS FOR THE FIRST THREE(3)TIMES.AT EACH MOMN'G CUT TO A 1 1 I R!V RENE A0(ROC) \ FOEASR HEIGHT OF 2 INCHES AFTER GROWN HAS REACHR APPROXIMATELY 3-Yt INCHES,APPLY 1 soavie-NNI7 PVR 135 PANICUN WRGANM RED 6MTgl 1 GAL pp77ED PUNT 3'-0'D.C.PLANTSWEED AND FEED AS WRECKED ON M ANUFACRDERS APPLICATION INSTRUCTIONS AFTER THE I 'REHBRAUN' CRASS POT MIN. TO W STAGGER PLANTED SECOND MOM% �7"� AS SHOM T 15. IF ROOTS OF EXISTING TREES TO FAWN N®TO BE REMOVED TO ALLOW FOR NEW \ a I PUB 50 PENNISE UM LITTLE BUNNY 1 CAL POTTED PLANT 2'-4"O.a PLANT STRUCTURE UNDERGROUND UTILITY,OR PAVEMENT INSTALLATION A CERTIFIED TREE SURGEON TJTILE BUNALOPEOU NY WEAN POT MN. AS INDICATED SHALL PERFORM ALL SUCH WOK(AND SHAI_PRUNE THE CANOPY TO AN EQUAL F�� PROPORTION. Gtl(\Q 1�� Y�4� s I Fal 82 FESNCA L3AUCA EUJAH BLUE 1 CA- POTTED PUNT 2'-07 O.C.PLANT 16. ALL HEW LAM AIM SWNL HAVE A 6 INCH MINIMUM LAYER OF TOPSOIL BEFORE SEEDING. LEG EN D -�`G.�p' - _ _^ 'EUJAH BLUE! FESCUE tlRA55 POT N. A9 INDICATED 17. ANY EXISTING TRES TO HEMUIN THAT ARE KILLED WE TO ROOT DISTURBANCE SFHNL BE } 7 EXISTING TREE OR SHRUB TO REMAIN �\A�, �p� REPLAREPLACEDIN(KIND BY TIE CONTRACTOR. 'w�' 'I T IS. AL NEW LAWN AREAS SCULL BE COMPLETE IN COVEPACE AND VIGOROUS IN GROWTH IN � NEW TREE OR SHRUB ORDER TO BE ACCEPTABLE REPAIR,PE-SEED.AND WATER NEW LAWN AREAS AS NECESSARY UNTIL THEY REALER THE LEVEL OF FINAL ACCEPTANCE — EXISTING BRUSH LINE TO REMAIN \ 19. PER WSOEC TEDINFoeNIS,PRIOR TO SEEDING OR LANDSCAPING APPLY G"TOPSOIL (MINIMUM) ANY pRO'OIEO�AFIPEE R LAM IN G�E)ISDNG TOPSOIL SHALL rr�-n-r NEW BRUSH LINE(EDGE OF CLEARING) BUTTHERESITE LANDSCAPE PLAN 20. PER M'STDEC REOUIRMBNIS,PRIOR TO SEEING OR L ADSCAFTNG,AERATE AND APPLY if tt EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE SCALE TOPSOIL(MINIMUM)IN MY PROPOSED LANDSCAPE OR LANK AREAS WHERE THERE IS WT, �-•� : 1 30'-0" FILL,OR OUNCE IN GRAM AERATION SHALL BE ALCOWUSHED USING CCULTERS WITH -o- EXISTING SIGN ri® SOIL SUITING,SRRED SOIL AERATOR ROLLER,OR A PRONGED SUB-SWIIL v NEW SIGN 0 30 60 120 21. PER NYSDEC REQUIREMENTS,IN ENSTNG PAVED OR BUILDING AREAS THAT WELL BE EXISTING UTILITY POLE y� OC NVEFM TO FUTURE LAM OR LANDSCAPED AREAS FULL SOL RESTURATICN TECHNIQUES X X c EXISTING FENCE SHALL BE APPLIED PRIOR TO SEEDING OR LANDSCAPING.DURING PERIODS OF RELATIVELY X X -X NEW FENCE LANDSCAPE I REQUIRED PROVIDED \TV LOW SUBSOIL MOISTURE THE DISIUEED SLBGRAI E SUL S4NL BE SCMFIED AND 3 EXISTING EDGE OF PAVEMENT GREEN SPACE 12% 1 30% INCHES MINIMUM TOPSOIL APPUB)OVER THE SURFACE COMPOST S ALL THEN BE TILLED NEW EDGE OF PAVEMENT INTO THE SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USNG A RIPPER EXISTING CURB I TRACTOR-MOUNTED DISC,OR TILLER UPLIFTED STONE OR ROCK MATERIALS SHALL BE REMOVED FROM THE AREA IF THEY ARE 4 INCH OR LARGER.A 6 INCH MINIMUM LAYER CURET(6") ES OF TOPSOIL SHALL THEN BE APFUED TO BRING SURFACE TO FINISHED URGE AND ------- SITE PROPERTY LINE SEEDING OR VEGETATION COMPLETED PER THE SITE LANDSCAPE RAN AND DETAILS. __— ADJACENT PROPERTY LINE 0 22. TIWNG SHALL L NOT BE PERFOFdJfD WITHN THE DRIP MINE OF EXISTING TFEE.S TO FSAN — CENTERUNE OF ROAD OR DeIIt EXISTING UNDFRURWND lIRM6 lf"a551FWN 24 INCHES BELOW URGE -•r ,•.'+•,:•, NEW CONCRETE AREAS ©23. TREES SHOULD 13E RANTED BEFORE LEAF CUT(EARLY MAY)OR AFTER LEAF DROP(EASY NOV4MER),NOT IN MD SUMMER. EXISTING CONCRETE AREAS Q NEW LAWN AREAS 3 PROPOSED HOLIDAY INN EXPRESS HOTEL THE EERRBEFORACTOR EXCANIUVATION ATOMIC THE TRU CN 4,OF NE I, EN GINRR REFORM IXCAVARPY w CONSTRUCTOR TO P N.TER o tima ENSURE HE/SHE HAS THE FINAL SIR OF DESIGN 2�� g9Co OOa11F./5 ISSUED FOR CONSTRUCTION.INS ? '�_ •,.r 2e"xi n,c 3 71 E L M I R A ROAD PLAY 16 EDNUPD AS OF THE DATE R YIAS ISSUED. r Ink 'LAN UEM UPDATES OF THIS PLAN BY ,HE SITE LANDSCAPE DESIGN ENGINEER DOES NOT AFFORD ANY PLAN rMl L/�n Fmne.lrte)ewa:ao /1 7RAISFUTES THE RI GM TO RECEIVE SNO Z 2 I..AN It UPDATES,HN PLACES IN REMNSIBMY TO THE s (j L F.><R+meNo-vw T H A C A, NEW YO R K, 14850 OR ISSUED TO MAN RUCHOD FANS YMIEN FO 08060A 4= fl•POP,fn N a D 5 2/Zi R SHEET ARE ISSUED FOR CONSIRUCIION AS THESE IaY GRATIN BY:OST DIFFER FROM PREVIOUS FLANS ISSUED FOR PERMIT 90FESSP3 HEY.FEA CITY CaRIDT15 1124/I4 CHECKED BY:AVT /ice A)"O STAMP SEAL I-ED FOR SEOR/SIrE RAN M. 10/15/13 JOB 13-288 C Y Y'Amna R 5 A VAURaNN CF DF ON 7-,—MEON],OF ME W1 e'OPFf STATE EW WI0.Y Ml FAN ANY PD ,LLRIESS AenNa D 9ER ENE DEaEDGN 6 A I—D Al>IRFLT OR F,'�A OK ExIRNmN,Ta AER IN Uri WAY.FANS.-CPA—S,OR RFLRR TO WRm1 THE 54A OF A U—V ARamFDr OR FFaF-9 FNMA PAS MIDI APmM. WHITE OR BLUE PAINTED STRIPE(TYP.). LATEX OR EPDXY 12xI2 TRUNCATED DOME SHERWIN WILLIAMS SEIFAST ACRYLIC 24 ld MODIFIED CEMENT GROUTJOIINTS O , MODIFIED APPROVED TRAFFIC MARKING PAINT s MORTAR COURSE. '(VY/PAVERS) R-6, OR APPROVED EQUAL ,,,,//<<���� 24 129 O O VARES PER 0 2e MIN. 0.9,CIA.,0.2'H.—O 0 •N77. I 1. crt..::• _ Q •4 2.3,. 5'(TYP.) eto 28 .. .. �• TRIANGULAR PATTERN 29 SQUARE POATTERNO • �`('/� '��\ \�\• \ � \\� •I PATTER PATTERN IS ACCEPTABLE) SECTION OF "DOME STAMP" PROFILE 23' PLAN OF "DOME STAMP" PATTERN IN SURFACE PATTERN IN SURFACE P� SCALE:3'=I'0' SCALE (-1-,1 6'=1'—D' HANDICAP RAMP WITH DETECTABLE WARNING SURFACE SCALE 1/2"= 1'-0' DETECTABLE WARNING SURFACE DETAILS NOTES: SCALE AS SHOWN A CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE PER[CC/ANSI A117.1-1998 EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP(MID-WALK'IN-LINE"RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING -0 TRANSITION).THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES,A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER-TO CENTER SPACING OF NOMINAL 2.35 INCHES.THE 3.".. 1' 6' TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES(EITHER LIGHT-ON-DARK OR DARK-ON-UGHT).SEE ABOVE.. B' 4'-6' 4'-6' 12-x 18',18 GA STEEL.BAKED ENAMEL INTERNATIONAL HANDICAP 12'x 18",18 GA.STEEL BAKED SYMBOL SEE N.Y.S.0.0.T.MANUAL OF WHITE BACKGROUND ENAMEL SEE N.Y.S.0.0.T.MANUAL OF OF PARKING SPACE GREEN LETTERS UNIFORM TRAFFIC CONTROL DEVICES, UNIFORM TRAFFIC CONTROL DEVICES, SIGN�P4-6C(SECT.221.8). SIGN JPI-IC(SECT.221.5).BOLT TO WHITE BACKGROUNAk-12' BOLT TO STEEL POLE 221H). RED LETTERS&ARROW STEEL POLE WITH 3/8-CADMIUM CADMIUM PLATED BOLTS,HUTS,AND PLATED BOLTS,NUTS,AND WASHERS. INTERNATIONAL HANDICAP SYMBOLWHITE SYMBOL 3/8'MARGIN&BORDER. SCALE 1/2"WASHERS.3/8'MARGIN&BORDER, (ARROW SHALL POINT TO ADI. LINE 1&2 TEXT:3'-C. NO TIE•REFER TO ICCl/ANSI A117.1 BLUE BACKGROUNDLINE 1 &2 TEXT:3'-C. IraNOn STRIPED AREA) e LINE 3&4 TER:2"-C, WHITE LETTERS T EBLUE BACKGROUND 3'GALVANIZED STEEL POLE x 18',18 GA,STEEL.BAKED 3'GALVANIZED STEEL POLE z ENAMEL VAN ACCESSIBLE SIGN z ROUND OFF CONCRETE 5'-0' S'-0. 5'-0' ROUND OFF CONCRETE •1 6'DIA.CONCRETE FILLED -I TOP OF CURB �z EXPOSED STEEL SHALL BE FINISHED a WITH ONE COAT OF RUST-INHIBRTNG STEEL.BOLLARD 6'OIA CONCRETE FILLEDPRIMER AND TWO COATS OF PAINT I 10:1 10:1 STEEL BOLLARD J�z COLOR BY OWNER -- _-- _ I (1)WRAP 30/ROOFING FELT •FOR DEPTH OF PAVEMENT(1)WRAP 30/ROOFING FELT iT� SECTION (� n FOR DEPTH OF PAVEMENT' SECTION FINISHED GRADE FINISHED GRADE BOTTOM OF CURB FINISHED GRAD NEW q%o$IDEWALK ASPHALT PATCHING ;! ASPHALT PATCHING 'I ✓3'^';tilKw '=+`f A" �r�t••- •.�. - z B CONCRETE HANDICAP RAMP TO � .; '"�:j?�`.t"c•.A;14ui£✓'•�*'' y g =y gT• g HAVE RAISED TRUNCATED DOMES f T t I,ry :•"�'"~ TOP OF CONCRETE z{H Tri' TOP OF CONCRETE ti` f'°r' e - �'7 f( ( , FOR DETECTABLE WARNING SURFACE 3,500 P.S.I.CONCRETE '.�,�` 'r`r'� 3,500 P.S.I.CONCRETE 1° n FOR FIRST 24 INCHES OF RAMP F F XY I. SIGONS SHAH BE PLACE 2'MIN.OFFSET FROM EDGE OF '0 PAVEMENT. ,,.•. T4'prT�r.:n,�_rA•! f0 6'DIA 6 D "- IA. .n^DM1I,',44J S>_Y•= , I 2. CHARACTERS AND SIGN BACKGROUNDS SHALL HAVE A MATTE .� .�' E,s tiiy;-i,.,="'„�:.'�'"�-• HANDICAP OR OTHER NON—GLARE FINISH. STRIPED AREA g ' HANDICAP RAMP DETAIL n HANDICAP PARKING SIGNS n RGALE'/4 =,-. REFER /CAB./ANSI A717.1 -1992 SEC.4.7 SCALE 1/2'=1'-D" L.J NOTE'REFER TO CABO/ANSI A117.1-1992 SEC.4.28 FIG.B 4.28.8.1 ARKIN ANY <�l":�-1e�C•.fy�...l;t.-•o:i .,:'11 f'Ciht'!:r��isi,':'',';•'a�:" TIME 6 t Iz4 Yet Y f. T#� I x-,iT1 NEW CONC.SIDEWALK E �_..1. -,i+T1 _st,h r NEW HANDICAP RAMP B HANDICAP&VAN ft`zr,z; # >Y1t t I fe1 ACCESSIBLE SIGN(TYP.) y f I)•ur •I�<E i'. I .•r'O;uNEW CONC.SIDEWALK B "'• HANDICAP&VAN ACCESSIBLE B si.T ./ ® �• PARKING-SIGN(TYP.) x3:F o '88�. 6IooBEBBoo61 8� �!.:;2 1 'NO PARKINS GANYTIE' _1 4y NEW DETECTABLE WARNING! " IT s°• SURFACE IMERNATIONAL HANDICAP e 7y�0. SYMBOL 1 HANDICAP&VAN ACCESSIBLE 0 PARKING'SIGN(TYP.) 1 2'-0• WHITE BLUE PALMED STRIPE (TYP.).SHERWIN WILLIAMS SETFAST INTERNAnONAL HANDICAP e ACRYLIC MODIFIED ALKYD TRAFFIC 2- SYMBOL 1 MARKING PAlNT OR APPROVED 9'-p' TYP. EQUAL WHITE OR BLUE PAINTED STRIPE (TYP.).SHERWIN WILLIAMS SETFAST HANDICAP PARKING STRIPING DETAIL n 8'-G' 8'-6" 8'-B' ACMUC MODIFIED AM TRAFFIC MARKING PAINT OR APPROVED SCALE 1/8"= 1'-0' V EQUAL HANDICAP PARKING STRIPING DETAIL n SCALE 1/8'= r'—O" I PROPOSED HOLIDAY INN EXPRESS HOTEL THE �AS HE�oxe TM°ETOF cnonro AEOF F ENSURE NE/SHE S HAS E THE FINAL SET°F OF9CN lP�yi.I.TFggq O,D Oppptima PLAN is U RE IT AS FORT lDATE ITWAS THrs 9 oQ G >� xuwa.ruo LAIN IS CURRENT TE OF THE DALA R WAS ISSUED. * • s4xlsw,sN1 3 71 E L M I RA ROAD DESIGN ENT�DA 6 DF HI6 BAN THE SITE DETAILS `A DESIGN ENGINEER D°ES NOT AFFixi0 ANY TRANSETUIS THE RIGHT TO RECEIVE SO 2 _ ,j✓ Rm,:OIA)ewwoA ITHACA, NEW YORK, 14850 Ana � 6TME 011ASTESEMAYRESPONSIENUrY TOTME N uD'CSHE, TIUNSFE""M IINTNN UPDATED PUNS %MICH FO 06063A 42 w. "N CNY CCAIE2T5 2121/14 APE R FROM M P E M PLANS AS THESE MAY •O V DRAWN BY:AVT SHEET OFFER f1R0N PRENWS PUNS ISSUED mN FfNNR 9pFESSIONP REv.PER cm'mrWeTlrs 1/24/14 CHECKED BY:AlT �+ OR aD• STAMP SEAL mm Pon svIR/SIT:PLAN TV. 1011E/13 JOB/13-152 C- •2 NNmNC.1T 6 A WGIADGH OF'2iTIM]N2,SV WMExN 2.W TIE IEII TxM STATE FDUDNM LAW FM ANY PFI8911,UNfSS ACNxi UHPm ME cA=T 6 A-ARCIANT•T M PRQE59RUL TNdIEEN.TD N]EN IN ANY WAY.RIMS.SPECFT0INGHS DR R TD 6N01 TIE SFIL GF A 11[tNSIM AVQETEXI'M MRLSSDIDA.DIW11W HAS 1,1 MRIED. i i 8'-0'MAX. WOOD FENCE(WHERE ADJ.) i B 6'HAUNCHED CONCRETE STAB 4 I CONFORMING TREATED RED PINE WOOD 4" - TOOKY.S.O.O.T.ISECT.5011 CUSS 4'POSTS 'E"OR APPROVED EQUAL).ADD 4"x 4"PRESSURE ') FlBERMESH&UNIFORMLY i TREATED RED PINE OR TREATED RED PINE WOOD 2"x 4" DISPERSE IN CONC.MIX AT 1.5 CEDAR WOOD.SET PLUMB. HIS.PER CU.TTI. E3 INFORCE 2"x 4'TOP,MIDDLE,& 4' 4' 2" RAILS(TOP,MIDDLE,&BOTTOM) OR APPROVED EOUPL) BOTTOM RAILS(TYP.) N I I FINISHED GRADE NEW 6'MIN.MECH.COMPACTED _ _ _____ __ __ _ _____ _ PRESSURE-TREATED RED PINE OR x r•-re,,..-•= TYPE 2 SUBBASE COURSE ___ ____ __ __ _ ____ _ I CEDAR WOOD.1'x 4' Q TREATED RED PINE BOARDS w t-f+"-'fla'' BOARDS SET EDGE TO EDGE TO •I 1'x 4'BOARDS AT 4"O.C. ^? -- s;.r,.'o F,,_yf6. ( MPAC,O.T.REM 9 MINI) COMPACTED TO 957.MINIMUM ` _2'I'S3' DENSITY FORM PRIVACY(OPAQUE)SCREEN SIDES.USE GALVANIZED i � li ,rf 1,. i NAILS 'j E `^ DREPCTED BY I OWNERS oN SITE PLAN GEOTECH.ENGINEER M-1 DUMPSTER ENCLOSURE SECTION -- --- SCALE 1"= 1'—D" B DUMPSTER PAD SECTION �1 APPROX,FINISHED GRADE i '"t AUGER 12'DIA.HOLE FILL . .k t, BOTTOM 6"WITH CRUSHED CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5'AND AN STONE.ADD 1 BAG OF AIR ENTRAINMENT OF 4-6R.THE USE OF CALCIUM CHLORIDE IS SAKRIE TE AT EACH POST.SLOPE NOT PERMITTED.PROVIDE PROPER CONCRETE PROTECTION IN COLD TOP FOR WATER RUNOFF WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN u CONFORMANCE WITH ALL A.C.I.REQUIREMENTS. I I DUMPSTER ENCLOSURE ELEVATION �1 SCALE 1/2"= 1'-O" E� DECAY..ALL ALL WOOD TFASTENERO BE S TORBE GALVANIZED E TREATED AGAINST 6"DIA.FLAGPOLE.(CONCORD INDUSTRIES OR APPROVED EQUAL).FABRICATE FROM SEAM- 6'DIA SCHED.40 STEEL LESS EXTRUDED ALUMINUM TUBING COMPLY- ROUND OFF PIPE FlLL W CONCRETE. ING WITH A.S.T.M.8241,ALLOY 6063 T6 HAVING CONCRETE FILL] EXPO FINISHED WITH ONSED E SHALL BEOF SPUN ALUMINUM COLLAR(TYPE FC-11 A MINIMUM WALL THICKNESS OF 0.188 INCHES, LRUST INHIBITING PRIMER AND OR APPROVED EQUAL)FINISHED TO TENSILE STRENGTH NOT LESS THAN 30,000 PSI, TWO COATS OF TRAFFIC YELLOW MATCH FLAGPOLE SHAFT.DIAMETER AND A YIELD POINT OF 25.000 PSI.HEAT TREAT ENAMEL SHALL BE AT LEAST 1 INCH GREATER AND AGE HARDEN AFTER FABRICATION. THAN SLEEVE DIAMETER. F WRAP N0.30 ROOFING PIPE BOLLARD �+ PAVEMENT T FOR DEPTH EEC ONF z1_D• C (4 TOTAL) —1. sEAW�r/\/ f6. //�4% -. AS SPECIFIED 20'-0' T Al -- �'•"!'kI EXIST.SUBGTFADE 6' 6' 10'DIA GROUND SLEEVE.(16 .Sd:;-w STEEL BASE PLATE(10'x 10') �' j - -•• - GAUGE GALVANIZED STEEL) :,i'�.�F :}s ca WITH 6'SQUARE SETTING •I J,500 P.S.I.CONCRETE PRATE SECURELY WELDED TO OWNER/G.C.TO VERIFY 7; :?;`:'ri%"" 1'x 4'PRESSURE-TREATED A SAND GROUND SPIKE AT LEAST 6' I EXACT SIZE OF RECYCLING '"` "d•'"" ,j'. - CEDAR OR RED PINE WOOD 1_,'�k, .> v BELOW THE BASE PLATE. e 3,500 P51 CONCRETE GROUND SPIKE SHALL BE 18; i BIN WITH Sf7RWCE PROV. �:.x ?t •: (TYP.) '� PRIOR TO CONSTRUCTION WEDGE TIGHT `:'4%d;,vn>'. DW NOT LESS THAN 18'LONG. TO ENSURE ADEQUATE ENCLOSURE SIZING ;�F, �: iv SLEEVE SUPPORT PLATE SECTION ) ; V x e PRESSURE-TREATED ;„•a; CEDAR OR RED PINE WOOD 2'-6'DIA. BOLLARD DETAIL n POSTS I �') ,•,';%` ;:%:%%,,�.._,a." SCALE 1/4..= 1._O. FLAG POLE BASE DETAIL SCALE I/2" 1'-0" E 4'-3"x 6'-D'HIGH DOOR AND FTUJJE. ';;�`Eii=�•,,..! ':T' ?s;.. J?i5 ' ' �'"' �, ...; HOT-DIPPED GALV.BOX HINGE FULL HEIGHT DOUBLE DROP ' '%a+:- *i"L.'`,'',;"fir.<';?:-t0'.='6'.^:� : 1= AT TO 6'PIPE NOTES: ..t3..�.;;r... ROD WITH INTEGRAL FORK 9' _�^: ., LATCH WITH PAD LOCK E�?.;i.,.l*�:;• >?:��;;'�= '�'�;t'i�:i•;:c ;: 1. MANUFACTURING STANDARDS:PROVIDE EACH FLAGPOLE AS A COMPLETE UNIT INCLUDING FITTINGS, ii P? :-. PROVISION.All.NOT-DIPPED ...'c'i..5:.:'y;',;;:;f,•:.? 'i'::'�q'>:. '�':. _ GALV.METAL ��y�'';+5� ::,.',`y,,;e?,w:,,y,:;'%;i?•''%;:;;;4:i ACCESSORIES,BASES,AND ANCHORAGE DEVICES. (T WIDE YELLOW PAINTED STRIPE 9 HAUNCH SLAB ON ALL EDGES TYP. (TYP.).SHERWIN WILLIAMS SETFASi ( ) 2. DESIGN CRRERI0.FLAGPOLE 15 DESIGNED AND SHALL BE CONSTRUCTED TO WITHSTAND A 222 M.P.H. ACRYLIC MODIFIED ALKYD TRAFFIC 5'-3 x 6'-0'HIGH '_::a•,"5';: •;µORINSJ(! WIND VELOCITY UNFLAGGED,AND A WIND VELOCITY OF 120 M.P.H.WHEN FLYING A FLAG 5'x 8'. DOOR AND FRAME. ,:•"".:',;•• '"A.D'' -'::";`'•"T}" MARKING PAINT-TH5615 OR FULL HEIGHT DOUBLE DROP :i"::,i":y:� 1 .'"i+%: :T ?F )t. APPROVED EWAQ COMPLYING ROD WITH INTEGRAL.FORK "•'" ^ i1 3. POLE CONSTRUCTION:CONSTRUCT POLE AND SHIP TO SITE IN ONE PIECE IF POSSIBLE.IF MORE 8'-6" 8'-6' 8'-6' 1YRH AA,S.H.T.O.M24B-91 LATCH WITH PAD LOCK 'L `('"""`.�=',•�'���!� I` "''!•'"�' THAN ONE PIECE IS REQUIRED,PROVIDE PRECISION JOINTS WITH SELF-ALIGNING,INTERNAL SPLICING '4�= r•-w'.` —•:=:t' );::a'• SLEEVE ARRANGEMENT. - PROVISION.ALL HOT-DIPPED •'�''• GALV.METAL 21-D',• 4. ALUMINUM FLAGPOLE SHAFT FINISH,COLOR,MODEL,AND FITTINGS SHALL BE AS DIRECTED BY THE LANDSCAPED AREA OWNER. 5. EXPOSED FLAGPOLE HEIGHT=25'-0' DUMPSTER ENCLOSURE DETAIL � BUR DIAMETER=6 '4 SCALE 3/16"= 1'-O" Li TOP DIAMETER=3.5' WALL THICKNESS-0,188" CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5'AND AN AIR FLAG SIZE=5'x 8' j ENTRAINMENT OF 4-6% THE USE OF CALCIUM CHLORIDE IS NOT 6' PROVIDE POSITIVE LIGHTNING GROUND FOR FLAGPOLE. PERMITTED.PROVIDE PROPER CONCRETE PROTECTION IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN 7, PAINT PORTIONS OF FLAGPOLE BELOW GRADE WITH A HEAVY COAT OF BITUMINOUS PAINT. CONFORMANCE WITH ALL A.C.I.REQUIREMENTS. 8' SEE ELECTRICAL PLANS FOR LIGHTING AROUND POLE FOR FLAG ILLUMINATION. 9' INSTALL FLAGPOLE IN COMPLIANCE TO MANUFACTURER'S INSTRUCTIONS(CALL 800-527-3902 OR SEE VARIES (SEE SHEET C-1.1) WEB SITE WWW.FLAGPOLES.COM FOR INSTRUCTIONS). 90' PARKING STRIPE LAYOUT DETAIL n SCALE 1/8"= 1'-0" V PROPOSED HOLIDAY INN EXPRESS HOTEL EN SEER MFMREIX CONTACT COONSRNICIIHON TO 1EOF NEgAns ENSURE HE/SHE HIS THE FINAL SET OF DESIGN TEg9q 09 ,`�ptIE713 Dow Elm AS ISSUED FOR CONSIRUCD011.THIS *oP G' * ✓„7'7' _<Oe+aruc PLM IS CURRENT AS OF THE DATE R WAS ISSUED. 371 ELMIRA ROAD SESIGNEEM°�„�DFMISPLW� ME =_ -w SITE DETAILS DESIGN EN4INEER DOES NOT AFFORD ANY �/ %'N t Nr,.YnA,•xI TRWSFEREE' THE RIGHT TO RECENE SAID 2 /—.�`� vIU--- ITHACA, NEW YORK, 14850 DPDA ES,DU FTAAZS,HE RSPOH5I6UY TO,HE N PISI A,oxa TRANSEREE TO OR UFTIATED FURS YMKH FO 08063A 4 �'•TER CRT'CO!o& 2/21/14 ARE ISSUED FOR CONSTRUCMH AS THESE LAY �' S- DRAWN BY:AVr SHEET ODRR FROD PREMWS PUNS 55Um FOR PEAIIR 9pEESSIONP REV.FOR CITY MAENS 1/24/14 CHECKED BY:AVT OR RD. STAMP SEAL Isalm MR sEml/srt FVN w.v. 10/15/13 JOB 1 13-152 C- TWRNNG R IS A YAUDON W SECII0.Y T2O5,EDM5TRV Z OF ME ICY TORT STALE--M U'R FOR ANY PD ,UNUE AODNO UNER ME OREOIITN OF A U—ARNOELT OR FflOFpSO EN.-.TO ATER IN ANY WAY,F1A1S,SPECOi .5.OR f -TO xKCI ME SER.OF A U—AROYIELT OR FR66-M.-HAS EFFTI AFRIFA 2'SAW-CUT ADD FIBERMESH&UNIFORMLY DISPERSE IN CONIC.MIX AT TOP OF CURB ELEVATION 1.5 lb..PER CU.YD. 5' 1' REFERS TO THIS POINT - e x IVPRESSURE (BUCKEYE ULTRAFlBER 500 OR TREATED RED PINE OR APPROVED EQUAL) CEDAR WOOD.SET PLUMB. BOTTOM OF CURB ELEVATION 2'z 4'TOP.MIDDLE.& w --I ---- ----- ---- REFERS TO THIS POINT BOTTOM RAILS(TYP.) L '* �.y;. ,4: ,,. 4��rr:�'• '' PRESSURE-TREAT=REDNE O%iw•) ;; 4"MIN.TOPSOIL CONFORMING CEOAft WOOD.1" "j,��i� TO NYSDOT SECT.713-01. TOP OF CURB ELEVATION I -- - ----- ---- - BOARDS SET EDG •j "i SEED OR SOD AS REQUIR REFERS TO TNIS POINT FORM PRIVACY(O BUCKEYEI�•c .`�"`'" e 'R• iv I 500 FQr;S . `yr (`,i'- �� TIT I i AUGER 12'OIA HOLE FILL Ibis PER C? ;JI=a. vWai BOTTOM 6'WITH CRUSHED BOTTOM OF CURB ELEVATION REFERS TO THIS POINT STONE ADD 1 BAG OF IOf ��TACK COAT PRIOR TO PAVING SAKREIE AT EACH POST.SLOPE i TOP FOR WATER RUNOFF COMPACTED OR APPROVED EQUAL) <�y t•�Bj DOMPACT BY O EFVS ONE AS •i SUBGRADE la APPROX.FINISHED GRADE ,r�';I is ERECTED BY OWNER'S ON-STYE Fi TYPE 2 SUBBASE COURSE GEOTECH.ENGINEER BUCKEYE ULTRAFl 2 i1 .'+q; IT,(NYSD07 REM 304.12) fi' 6' 6' 500 Fl 2 BERMESH 0 `� COMPACTED TO 95% POURED-IN-PLACE OR lb.PER CU.YD. j'�* A �� DENSITY MIN. MACHINE-FORMED CONCRETE — C.; SECTION 3.500 P.S.I.MIN.(CONFORMING TO NYSDOT SECT.501 CUSS TACK COAT PRIOR TO PAVING OR 2'• DEEP CONTROL)J ANTS 5 TYPE 2 SUBBASE COURSE.E / COMPACT EXIST.SUBGRADE AS BOARD-ON-BOARD FENCE DETAIL A C-C MIN.(OR TO MATCH DIRECTED BY OWNER'S ON-SITE F1 SIDEWALK SCORING (NYSDOT ITEM 304.12) GEOTECH.ENGINEER SCALE 1/2-= 1'-0" )' COMPACTED TO 95% 6' 6' 6' NO . ALL WOOD TO BE PRESSURE TREATED AGAINST _ MINIMUM DENSITY DECAY.AL FASTENERS TO BE GALVANIZED .INTEGRAL CURB-WALK DETAIL POURED-IN-PUCE OR SCALE I"- V-O" GEOTEXNLE(MIRAFl SOOX SEC O MACHINE-FORMED CONCRETE OR APPROVED EQUAL) TI 3.500 P.S.I.MIN.(CONFORMING NOTE TO NYSDOT SECT.501 CLASS 'A"OR APP.EQUAL).PROVIDE 1.PROVIDE DOWELS 0 12'C-C INTO FOUNDATION WHERE SIDEWALK ABUTS AGAINST BUILDING CURB DETAIL C C-C MIN.(OR TOO JOINS W WALL(AT DOOR ENTRANCES ON LYI TO PREVENT FROST HEAVING.AT OTHER AREAS WHERE SCALE I"= 1'-0" Z' DEEP TCH e MIN.TOPSOIL CONFORMING SIDEWALK ABUTS AGAINST BUILDING WALL PROVIDE)¢•PRE-MOLDED EXPANSION JOINT WITH SIDEWALK SCORING). TO N.Y.S.D.O.T.SECS 713-01. TOP OF CURB ELEVATION BACKER ROD AND SEALANT. SEED OR SOD AS REQUIRED. REFERS TO THIS POINT 2.CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5'AND AN AIR ENTRAINMENT OF 4-69.THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED.PROVIDE PROPER CONCRETE 6' PROTECTION IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN CONFORMANCE WITH ALL A.C.I.REQUIREMENTS. BOTTOM OF CURB ELEVATION REFERS TO THIS POINT •I d REPLACE PVMNT. 2'POROUSPAVE XL PERVIOUS SURFACE FOR ADD FlBERMESH&UNIFORMLY CONTACT THE FOLLOWING FOR A LIST OF DISPERSE IN CONC.MIX AT 1.5 POURED-IN-PLACE CONCRETE IN KIND STORMWATER INFILTRATION.COLOR=BLACK. CERTIFIED INSTALLERS FOR BIDDING PURPOSES: 3,000 P.S.I.MIN.(CONFORMING CERTIFIED INSTALLATION ONLY. . NAGLE SURFACES(315)622-1313 Ibs.PER CU.YD.('E3 ENFORCE M N.Y.S.O.O.T.SECT.501 OR APPROVED EQUAL) • IRRIIGA11ON SUPPLY(216)831-0095 CLASS A'OR MP.EQUAL) SPLASH MARKETING(215)441-1700 'D „ ;')rcl.•. TACK COAT PRIOR TO PAVING ECO INTERNATIONAL(866-608-0011 { COMPACT EXIST.SUBGRADE 2'OF BEDDING COURSE Y x. P,tn ;Fjv Q4'- 'WASHED •'.T'-":r1('-i�.� CANT.CONCRETE BACKING. AS DIRECTED BY ON-SITE FRACTURED OPEN-GRADED 189 AGGREGATE TYPE 2 SUBBASE COURSE 1:3:6 MIX APPROX. ,�G.<J GMIECHNICAL ENGINEER STONE) (N.Y.S.D.O.T.ITEM 304.12jj T - e' COMPACTED TO 957.MIN[ DRY MIX CONCRETE BASE 8' 8' GRANITE CURB.SAWED• a OF BASE COURSE W4'WASHED - _ 4r DIM.PERFORATED PVC >'y.� DENSITYHAMMERED,OR THERMAL 0 FRACTURED OPEN-GRADED 157 AGGREGATE UNDERORAIN(SCHEDULE FINISHED TOP&FACE AS STONE WITH MIN.POROSITY=0.32) 27-29)WHERE INDICATED ON DIRECTED BY LOCAL HIGHWAY SHEET C-2.1&C-3.0. TOP OF SUBGRADE(BOTTOM OF COMPACT EXISTING SUBGRADE GRANITE CURB DETAIL DEPARTMENT(QUARRY SPUT SUB-BASE COURSE(1 J4'-3"WASHED EXCAVATION) h 'Yll. i, FACE OPTIONAL) FRACTURED OPEN-GRADED{2 AGGREGATE AS DIRECTED BY OWNER'S GEOTEI(TILE(MIRA.Fl 500% SECTION ON-STYE GEOTECH.ENGINEER SCALE 1" 1'-O" D STONE).POROSITY=0.40.DEPTH VARIES BOTTOM EIEV=339.38 OR APPROVED EQUAL) (2'-1.MINIMUM DEPTH AT NEW C.B.g1 SIDEWALK DETAIL n FILTER FABRIC(MIRAFI 14ON , SCALE 1'- 1'-O" _ F OR APPROVED EQUAL OR AS SECT10 NOTES: RECOMMENDED BY TOM&SIDES GEOTECH) 1. MOUND BOTTOM ALL CONCRETE FOR SIDEWALKS SHALL CONFORM TO N.Y.S.D.O.T.STANDARD SPECIFICATION IDES OF TRENCH 501.CONSTRUCTION SHALL CONFORM TO N.Y.S.O.O.T.STANDARD SPECIFICATION 608-3. POROUS PAVEMENT DETAIL n 2.ALL CONCRETE AREAS SHALL BE SCORED 5'(OR/S NOTED ON SHEET C-1.1)ON CENTER SCALE 1"=1-0" I— WITH TOOLED TRANSVERSE CONTROL JOINTS 1-1/2 INCHES DEEP.ALL SCORED JOINTS SHALL BE SAW-CUT WITHIN 24 HOURS OF POURING CONCRETE 3.EXPANSION JOINTS IN CONCRETE AREAS SHALL BE NO MORE THAN 2W ON CENTER AND AT INTERFACES BETWEEN DRIVEWAYS.SIDEWALKS,SUBS,AND FOUNDATIONSALL SIDEWALK EDGES SHALL BE TOOLED AND SHALL HAVE A 1/4-INCH EDGE RADIUS SAW-CUT WITHIN 24 HOURS OF POURING CONCRETE.INSTALL FELT BOARD EXPANSION JOINT.SCORE FELT AND REMOVE TO DEPTH OF N'BELOW SLAB,PROVIDE SEAL WITH 14'INCH PRE-MOLDED RESILIENT JOINT FILLER AT ALL EXPANSION JOINTS. 4.PROVIDE DOWELS 0 12"C-C IWO FOUNDATION WHERE SIDEWALK ABUTS AGAINST BUILDING WALL(AT DOOR ENTRANCES ON LYT TO PREVENT FROST HEAVING.AT OTHER AREAS WHERE SIDEWALK ABUTS AGAINST BUILDING WALL PROVIDE NA"PRE-MOLDED EXPANSION JOINT WITH BACKER ROD MD SEALANT. S.IN DRIVEWAY AREAS ANY NEW CONCRETE SIDEWALK THICKNESS SHALL BE INCREASED TO 6 INCHES. 6.CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5"AND AN AR ENTRAINMENT OF 4_69.THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED.PROVIDE PROPER CONCRETE PROTECTION IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN CONFORMANCE WITH ALL A.C.I.REQUIREMENTS. PROPOSED HOLIDAY INN EXPRESS HOTEL aNCONMACM SHALL�„_�«DESIGN� ro P��OVF NE ERw yO h• ENSURE II SHE HAS THE 111 .SEY OF DESIGN �,vT a' _ optima BDCUNEMS AS ISSUED FD" O'DN"ITNUS'THIS *�P P ! "cwe.rnv.ruv SUBSE PLAN IS C URI M AS OF THE DATER WAS ISSUED. i 3 71 E L M I RA ROAD GESIM ENGINEER UPDATES N T PEAR By THE _ 'e3Ae]A4F 5Y• suRe]01 BFSIGN ExaxEDR IxIES NOT AIFGRD ANY �2 SITE DETAILS �. i R°"„I'".•R;;I'„;;,.;o;" ' TMATES,BUT IRE RIGHT TH ro RECFNE IUl P.cp,ni3OB]DI UPDATES, BUf PULLS THE PESPGYS9M•ro 1NE wO OB0614 tp M.I'FR FAN LABEMS Y/2I/14 THACA NEW YORK 14850 ME ISSUED FO0e A"UPDATEDP THE WHICH F ARE ISSUED TTxR MOUE PLANS ISSUED AS ED FOINr Aq pV CHECK BY;AVT SHEET 7 T 0111En 1Trou PRExaus PEWS IssIED FOR PIRurt OFES510N W.r4n Em ca4a:T+Is t/zA/I4 CHECKED BY.AVf �+ OR BD. STAMP SEAL ISSUED rat ses;/SITE mm REV. to/15/to JOB#13-152 A+-1.4 WAlPING IT 6 A YAU11p1¢R4TI 1 E 10,A®.N9 1 Z,lY HIE MEW 10W(STALE EDUGlM14 LAW fW MT P,-1.IAYIfST ICIIAG 111.9w lHE D3¢' 1 h A I-I Ni001¢i Pi mmmaw.wcnm+.ro uml III.rr rrAr,elves,—,0 raaxrs ro,:xa nle s,w.ov A umsm umm¢r m r.,umiuua,wcircvr lus a-sl rFauEa SEf PLUMB TOP OF ROOT BALL 1" ABOVE FINISHED GRADE �%r M 'PREEN'GRANULAR "'V` C FW 12'DIA,OR LARGER WEED CONTROL ' ( PRUNE Gm EXISTING TREE MIN.4'SAUCER � PRUNE TREE FORCROOTEDLOSS G Ie 0 TAPER 4'SHREDDED BARK �.�; // I EXISTING TREE z ANLCH DYER TO 0'AT 2�i2 ¢ W I BASE OF R00T BALL 'CTj s I LLo BORE-TUNNEL 2'OR MORE ZONE REMOVE BURLAP FROM—,--, �'.' E iC:f:[Y.e.><�C=YQ._:"'...�C�, DRIP LINE TOP THIRD OF ROOT BALL. � IF REQUIRED,NYLON STRAPS SHALL BE ';� I `Q CENTERLINE OF PIPE UNDISTURBED USED FOR GUYING,AND SHALL BE I SOIL MIX:3 PARTS TOPSOIL, SUBGRADE REMOVED AFTER ONE(1)YEAR. CENTERLJNE OF PIPE OVER B' 8'OR LESS TRENCH LINE 1 PART PEAT MOSS, TOP OF ROOT BALL.1' $PART MILORAGANITE ABOVE FINISHED GRADE 'PREEN'GRANULAR WEED CONTROL TUNNEL USING STEEL CASING PIPE OR T_ING DETAIL ^ MIN.4'SAUCER INSTALL 24"DEEP SURROUND- TRENCH LINES ' �rl(1 �� 4 JACK AND BORE WITH SPELL CASING SHRUB PLAN /1 %i RO t Sy�,l),t PIPE. STEEL CASING PIPE SHALL BE -+ (/ J \ \\ l OF THE SIZE AND THICKNESS AS SCALE 1/4'- V-D" STYLE ROOT BARRIERS(CENTURY MAXIMUM LENGTH 8F/ /�/ 1�/�; ��� SHOWN ON THE UTILITY DETAILS DWP24-2 OR APPROVED EQUAL) TUNNEL OR BORE SHALL /) NOTES: TAPER 4'SHREDDED BARK - _ S> AROUND NEW TREES LOCATED BE 16'PLUS TREE DIAMETER. - 1.AT NO TIME SHOULD THE TOP OF THE ROOT BALL BE MULCH LAYER TO 0'AT CLOSE ENOUGH TO SIDEWALKS,BUILDINGS BASE OF ROOT BALL nS. OR STREETS TO CAUSE ROOT SPREAD NEW PIPELINE OR CONDUR ALLY!PIPELINE OR CONDUD BELOW GROUND LEVEL. 2 DAMAGE INSTALL IN CONFORMANCE WITH 2.WATERING:WATER THOROUGHLY AT PLANTING TIME THEN REMOVE BURLAP FROM MANUFACTURER'S .;,,.i •.• M MANUFACTURER'S INSTRUCTIONS.(CALL BORING DETAILn .�. EVERY DAY FOR 1 WEE(,THENEVERY 2-3 DAYS FOR 5 TOP THIRD OF ROOT BALL `r 7-800-480-8084 TO ORDER). WEEKS,THEN,ONCE PER WEE](AFTERWARDS AS UNOISNRBED SCALE 1/4"= 1'-0" V NECESSARY. SOIL MIX:3 PARTS TOPSOIL, VARIESSUBGRADE L 3.NEW TOPSOIL SHALL CONFORM TO N.Y.S.D.O.T.SECTION 1 PART PEAT MOSS, 1.LOCATIONS REQUIRING TREE BORES WILL BE AS SHOWN ON SITE LANDSCAPE PLAN. 713-01. K PART MILORAGANffE i TREE PLANTING DETAIL n SCALE Ile=1'-0- NOTES: 1.AT NO TIME SHOULD THE TOP OF THE ROOT BALL.BE BELOW GROUND LEVEL 2.WATERING:WATER THOROUGHLY AT PLANTING TIME,THEN EVERY DAY FOR 1 WEEK,THEN EVERY 2-3 DAYS FOR 5 WEEKS,THEN,ONCE PER WEEK AFTERWARDS AS NECESSARY. 3.NEW TOPSOIL SHALL CONFORM TO N.Y.S.D.O.T.SEC71ON 713-01. 4.WIRE BASKETS SHALL BE COMPLETELY REMOVED FROM 8 B&B TREES AT THE TIME OF PUNTING. I HDYRO-SEED & HYDRO-MULCH HDYRO-SEED & HYDRO-MULCH I'MECHANICALLY-CUT 3'LAYER OF BARK INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: EDGE EXPOSED MULCH (TAPER TO •e•AREAS TO BE HYDRO-SEEDED AND HYDRO-MULCNm WITH HrarosrtuW 1. THE SLOPE SHALL BE MONITORED ITALY PION EROSION STEAL PAE SHOWN ON THE EROSION CONTROL PLAN.THE CONTRACTOR SHILL ESPECIALLY AFTER RUN STORMS.NE-APPLICATION GROUNDCOVER CONTACT HYDROSTRAW(800)545-1755 TO ORDER,AND FOR A UST OF SHALL BE REQUIRED WHEREVER ACCEPTABLE OR LAWN CERTIFIED HYDROMULCH APPLICATOR CONTRACTORS. GERMINATION IS NOT OBTAINED. SPACE AS DIRECTED BY I. TILL AREAS OF INSTALLATION TO A 4 INCH MINIMUM DEPTH,THEN TOPS'JIL S KEEP HYDRO-SEEDED AND HYDRO-MULCHES AREAS PLANT VENDOR AREAS OF INSTALLATION TO STABILIZED FINISHED GRADE ADO LIME AND MOIST BY DAILY APPUCATION OF WATER FOR A FTRIIL�R TO SOIL IF REWIRED)AT 400 Iba PER ACRE 24 HOURS MINIMUM OF TIN DAYS UNTIL THE SEEDS HAVE BEFORE TIWNG,REMOVE ALL ROCICT,CLODS,VEGEYATION,OR OTHER GERMINATED.ER AS RECOMMENDED BY THE SEED ,. OBSTRUCTIONS SO THAT THE SEED WILL HAVE DIRECT CONTACT WITH THE VENDOR. '�-�/ L;` �; ,%(� �.F 'a; SOIL MIN.OF AMENDED SOIL SURFACE a THE ARM"SHALL BE THE RESPONSIBILITY OF THE ,r;:,F aY�:, ..�..>� SOIL \ 2• HYDRO-SLID GRASS AS PER SEED VENDOR'S INSTRUCTIONS. CONDUCTOR. BREAK&LOOSEN 3. APPLY HYDRO-MULCH TO COVER THE GRASS SEED PER HYDRONIR.W 4. THE GRASS SHOULD NOT BE NOWID UNTIL IT REACHES EXIST.SUBSOIL SPECIFICATIONS IMN(•DIATELY FOLLOWING SEIDINR APPLY AT 2,000 lb.PER AAFTI�L ST 3HCH�ES IINBHOG T.TONSURE ONLY THE TO ACRE MINIMUM FOR SLOPES 3:1 AND FIATTR.APPLY HYDROSTRAW GUAR / �y PLUS AT 3.DOD Iba PER ACRE MINIMUM FOR SLOPES BETWEEN 2:1 AND �` /�, ; 3:1.APPLY HYDROSTRAW BONDED FIBER MATW%AT 4,500 Ib1 PER ACRE `'� MINWUN FOR SLOPES BETWEEN 1:1 AND 2.1. �O/,�(/j � 4• HYDNOMVLOH SHOULD BE APPLIED AT LEAST B HOURS PRIOR TO RVNSTORM EVENTS. HYDROMULCH INSTALLATION E GROUNDCOVER PLANTING DETAIL�1 SGVE H.T.B. SCALE I"= 1'-D' v PROPOSED HOLIDAY INN EXPRESS HOTEL NE 9�1 a=uCONTRACTORHTHE L 1P� O�E,? o • tlma GOWNDfis A5 lssuFO FOR CONSTRUCTION.Tws �17 PUN Is CURRENT AS OF ME DATE R WAS ISAIED. �.J�2asse:.Nso.elsue zot SUBSEQUENT UPDATES OF THIS PUN BY THE OESIOR ERpNFIIE D06 NOT AFFORD ANY r -w .R_. 9vH,q.xrn YnR+.zu LANDSCAPE DETAILS _ TItWSD0E5 THE RIGHT To RECEIVE SAID i /,d'Pba+.:R,sIAosA<w UPDATES.BUT PLACES THE RESPONSIBIIIY TO THE ZJ. (',% Pa<P�sIAIDewI TRW AII@E TO OBTAIN UPDATED PINTS WIDCH FO 08063A E W.PER CITY CDLLQIIS 2/21/11 T H ACA NEW YO R K 14850 ARE ISSUED FOR 0ONSITACIONPLANS I S HESE DAY A DRAWN DY:Y. SHEET 7 7 DIFFER FROM PREVIOUS PLANS ISSUED FOfl PERMR 9pFESSIONP IV.PER arc coueTlrs I/21/II CHECKED BY:DST DR MD. ri—q'.1 � STAMP SEAL ISSTIED FOR SETT/STE PLAN IV. VO/15/n JOB/13-288 WNCIXG R 6 A YEANpN 6 SELIIaI TlOY,aRPWSKN$OF ONE Id TaL(SLATE tA1G110N UW FOR ND'PFTY541,WOES/LN.O.IPDFR TIE ORECTRI 6 A Mao®NA]IRFCf OR P,'MFF590YD1 p4TiEDA TY ADER IN ANY NAY.PWIS,SPaFiG11W5,q1 WfORIs TO YAWL DE STD.OF A IllII.4D IARYfETf(R Pl�ttmR[lN.pE41aA HAS Bf41 APNEA I I ail j 95• ALL LIGHTS TO BE EQUIPPED WITH ADJUSTABLE HOODS OR SHIELDS TO m 2 1/2• POST NEW DOOR REFER TO SHEET C-3.0 PREVENT LIGHT OVERFLOW ONTO FOR STYLES&SITE ADJ.PROPERTIES CI ° 5,000 P51 NON-SHRINK, FIXTURE HEAD TYPES FORERUNNER RAIL 1-/4 x 16'LONG IN O O.C. NON-METAWC GROUT ° 1 R., X 1 Y" DRILL&GROUT INTO EXIST. � �' PICKET FOUNDATION WALLS ------ NEW FLOOR SLAB ____________ NEW HAUNCHED CONC.FROST PAD WITH FlBERMESH REINF.(BUCKEYE 4'x 6"GASKET HAN 6"DIA POLE 500 ULTRAFlBER O 1.5 lb,/CU. z HOLE CLEAR ANODIZED FINISH i YD.) 4� ELECTRICAL CONTRACTOR TO CONNECT OR CADYIELD FURNISH&INSTALL IN-LINE '_..i-=«:'n;a';• .;x•: ....e,, t,{§C-r'`::.r E_ GROUND WIRE BALLAST FUSES IN BUSSMANN 'IRON'WEATHER-PROOF FUSE s 1"x 45"CHAMfT: HOLDERS JHEB-AD WITH jKM FUSES(SIZE AS REQUIRED) F NDAON 4-40'x 1'3 HOOKSANCHOR WITH BOLTS •N • •� ;y1 REINFORCING TIES 12'ON CENTER - CENTER . " Y:`-',j :+ •i .f; 4 "'' FINISHED GRADE ` SIDEWALK ABUTTING FOUNDATION AT DOORS `' �f I; 3 '{.�� y id #6 BARE GROUND WIRE sy fi t- 3-15/16-TYPICAL .i>� x;n=l SCALE 3/4"= 1'-0" EA ED PER DETAIL A 5y ., ON SHEET C-1.6 _ r.�. ____ E "' ;f� iY,•�: - ��CAGWELD CONNECTION BOTH >" 1.ALL(T DOOR E O AH C-C INTO FWHmRQV OW E OAN9.AAT ABUTS AREASf HERDING ✓fi,`.x'S� +';S? 'jA(y (%^n''Y WAIL(AT DOOR TNADIST S ONLY?W L PRI W HFANHG.AT OTHER AREAS WHERE a `i I, y : I J ENDS) "( H"•�, AMERISTAR MAJESTIC-4'HIGH BLACK ALUMINUM FENCE 5"( C az S _'Fu j;' (cy. i1'„ 7(>: SHEWNI(ABUTS M?Nsf BUIl01xc WAIL PtiOYUE Y[PRE EVARVON JOINT WOM OR APPROVED EQUAL INSTALL PER MANUFACTURER'S �`4i{Y Fvi1 fWaRP POD AND SFNAPF. ,.,,. U�,,, 1/4"x 10•COPPER WELD INSTiUCRONS.ORDER FROM FOX FENCE 716 284-1444. _�__ � ' __ - m� GROUND ROD(FOR LIGHTNING EMBED PER DETAIL A m PROTECTION) J' ON SHEET C-1.6 �" '='?` .�,:;. CARTON PLASTIC CONDUIT N DO " GUARD RAIL DETAILS (:T`` GALVANIZED STEEL TO CARLON SCALE 1'= 1'-0" _I 4' •• CONDUIT CONNECTOR AS PER SECT 3109.4.1.7 OF NYS BLDG COD,GATES SWILL m •''y'�'-'�"'�a BE SELF-LATCHING AND SHALL HAVE NO OPENINGS GREATER THAN YA"WITHIN 18'OF RELEASE MECHANISM GALVANIZED CONDUIT'ELL' 7-6"DIA, 3,000 PSI MIN.COMPRESSIVE CONC.ME CONC.O 28-DAY ALL CONCRETE WORK AND STRENGTH REINFORCING SHALL BE BY 4 18 VERTICAL REINF.EMS GENERAL CONTRACTOR LIGHT FIXTURE DETAIL C SCALE 3/8"= 1'-O" RAS FFLED18N BUILDING UP-LIGHT OR APP.EQUAL). LIGHT ANGLE ON BUILDING 7' BLACK POWDER COAT FINISH FACE AS DIRECTED TTY 0,56'DIA. OWNER OR TENANT — •x, 0.250'iHRU GALV. 2'SCH.40 ELECTRICAL CONTRACTOR TO % r DRAIN HOLE STL.PIPE CONNECT OR CADWELD / FURNISH&INSTALL IN-LINE GROUND WIRE / EMIST FUSES IN BUSSMANN 'IRON"WEATHER-PROOF FUSE FUSESHOLDERS ZE AS R URi jKTK LASES(SIZE!S REQUIRED) FINISHED GRADE WITH 3x I'ANCHOR BOLTS 06 BARE GROUND WIRE \ CADWELD CONNECTION(BOTH a'I. ` a I� ` ENDS) I HUNTCO BICYCLE RACK(OR • •� .I;t i APP.EQUAL).POWDER-COAT 1/4'x 10"COPPER WELD 11 HOLD PAINT.COLOR=BLACK :A GROUND ROD(FOR LIGHTNING -�-- -- - PROTECTION) "F.B. NOTE PoFlcd R°Ju wNan�u.D'aDn.�n xalw RANGE CARLON PLASTIC CONDUIT c 25" Ref. ALL CONCRETE WORK AND DIA. GALVANIZED STEEL TO CARLON REINFORCING SHALL BE 6Y 1-6' CONDUIT CONNECTOR GENERAL CONTRACTOR CONC.BASE TYP. BICYCLE RACK DETAILn SCALE 1"= i'-O" L CALL HUNTCO(800-547-5909)TO ORDER OR FOR GALVANIZED CONDUIT'ELL" NEAREST LOCAL DISTRIBUTOR 3.000 PSI MIN.COMPRESSIVE STRENGTH CONC.O 28-DAY UP LIGHT DETAIL n SCALE 3/8"= 1'-0" TH V Ne INpNEERRB CDR SWLL CONTACT THE DESION E)( WT NN 6: O OP ON D �•P� OF ER9 rOq ptIITI'A PROPOSED HOLIDAY INN EXPRESS HOTEL ODDUNEIIS HVESHE ISSUED THEFOR NAL SET DEMGN 371 ELMIRA ROAD PAN IS ENT PTASDFTHEmLARFEAR ISSUED w SUmEa6Nr uFmTEs of TNIs PLAN rn THE * oRAN MOINEDT DOES NOT AFFORD ANY SITE DETAILS TRANSFUM THE RIGITT TO RECEIVE SAO ITRANSFEREE TO OHTAN urmTm PLANS WRION p OB06J 6C ITHACA, NEW YORK, 14850 AREISUEDFOES,MR CONSREE ONASSH NAT7HE zN 9p F p �` PEV.PER CITY COC9D5 Y/21/14 ARE IAVBo FOR mxsrmKTlaN As 1xE5E MAY pV DRAWN D AVT SHEET DIFFER FROM FRENOUS FUNS ISSUEO PoR PERNR FES6I0 REv.PER an caBmas t/zyN CHECKED BY:AVT OR BID. STAMP SEAL ISSOm FOR SEOi A SRE FUN M. TOILS/IJ JOB/13-152 �+—�•5 L NG R 6 A NOUTION OF eECRON M,SU611MSIm E.01 ME NOR W.SLATE FIRIGROX U:'I FOR AM'FFRBON.01—ACIINO UMFR ME ORE4TION OF A UCTNUD AROOFECT OR PAOFEMAO-ENWN ,TO A1TER IN ANF MY.PUNS EPECOICNI04,OR FJORfl TD WON ME SFIL OF A I—ED A'NWRLT OR PPRII90.W1 FNCJIFFR WS M/ OD. i NEW ALUMINUM GUARD RAIL SIENASTONE COPING UNIT S00m (201 8-1/2-(200 mm) FIN.GRADE F" r E `r CORE DRILL DIAMETER AS RED'D - - nFOR POST.4'MAX.SECURE WITH - `a •V`'):•• QUIKRETE FASISET NON-SHRINK .� GROUT OR APPROVED EQUAL SIENASTONE STANDARD UNIT(TYP.) '`,•'7�S?'•" •s' ISOMETRIC 240'MIN.RADIUS(BOTTOM SEC110 GUARD RAIL EMBEDMENT DETAILS —COURSE) SCALE 1/2"=1'-O" A e NOTE: THIS DETAIL IS SUPPLIED BY RISISTONE.INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK(716)822-6674. ISOMETRIC 1000mm(39')Unit(select markets):Min.Radius 49m(160') N.GRADE PARGE AROUND PVC OUTLET TO PREVENT Space Blocks by fOOmm(4') WASHOUT OF to Allow for Drainage Pipe Every BACKFILL-MATERIAL ELEVATION 15m(50')a/c CURVED RETAINING WALL DETAIL r-1 RETAINING WALL WEEP DETAIL � SCALE 1/2•= 1'-0" NOTE: SCALE 1/4"= 1'-0' 1••A PLAN THIS DETAIL IS SUPPUED BY RISISTONE INSTAL.PER MANUFACTURER'S INSTRUCTIONS. THIS DETAIL IS SUPPLIED BY RISISTONE.INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK(716)822-6674. ORDER FROM UNILOCK(716)822-6674. SIENASTONE STANDARD UNIT Retained Soil E __ ,•+ SIENASTONE STANDARD UNIT(TYP.) ,,,'•%, \ \ SIENASTONE LEFT 90'N (1200 mm)-e CDR "`x,. '%.,� ''• I \\ \\ NER UNIT •..:,.� "+•.,} DIA.PERF.PVC PIPE WRAPPED N•,J+,. � \/ COURSE 1 4' WITH FILTER FABRIC.OUTLET :f.•,L�': THROUGH FACE OF RETAINING \\\ \WALL EVERY 50'C-C (TERRAFIX 27OR •Length of standard block '•,,, „, ..'S•'' k1;TER/ RIC / QR PROVED EQUAL) 1000mm(39')in some locations •5; Cs a,• •;�' - \��\\\r I Length of comer unit 900mm :CJ js (35')in some locations HEQZiRAVEL OR tlUSHEE STONE FOR `D NAGE SIENTASTONE STANDARD UNIT r SIDA90NE RIGHT 90' /\\\ \ \• \,\•%\ \/\ \\\\\\\\//\ CORNER UNIT 4'DIAL SOLID PVC PIPE'Y�0 r // \ \ PER OCOMPACT ER'S ON-SITE RADE AS GEOTECHNICAL ENGINEER 1 8'MIN.OF TYPE 2 SUBFUSE (500 mm) COURSE(N.Y.S.D.O.T.META COURSE 2 304.12)COMPACTED TO 95% MINIMUM DENSITY LEVEL RETAINING WALL CORNER DETAIL n RETAINING WALL SECTION n SCALE 3/8". l'-O" SCALE 3/4"=1'-0' lJ THIS DETAIL IS SUPPLIED BY RISISTONE.INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK(716)822-6674. i THIS DETAIL IS SUPPLIED BY RISISTONE.INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK(715)822-6674. 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STAMP/SEAL SEAL RSVED FOR SEOR/91E Pf/11 PEY. to/Is/ta JOB/T2-156 L+��•++ i 1IFNHG R o A 1—.1 EF=CIIOH 1-.SUAOM�GV 2,11 THE NP'I IOPI(SfAYE 1n11GRaN UI'I f W Ntt P—.WIMS-NG aMEA WE OWCIIDN OF A M@✓90 JRCIIIIECT OR PRO MEND-MONEY,TO/ITEN IN-VIAI,FUNS,SPEOSIGnMM,OR IIEFOR15 TO NOR THE SELL OF A Ilm®MaM0.T OR FRMESl.MD1 FNLl4FIIi EYS Ec�JI Af�,m. It •° ` o (3)14Y'CASCADE FOUNTAIN NOZZLES OPERATING AT 4-FOOT SPRAY HEIGHT. 70 EACH ILLUMINATED WITH(1)WHITE, ° 1 a DONUT HOLE,LED UNDERWATER LIGHT ° © y FIXTURE BY ROMAN FOUNTAINS.CALL �R •q \ '" -- � (877)794-1802 TO ORDER.SEE C-1.6 1 \ RDP-1-150-RBU UEIDERGROUN p , CALL(877)794-18O'L TO ORDE i T ' ONE,, 6'-8 2 VENEER a ;1•.0 .i B QIAW . A.; •`�. •o � 2 VF3TEER Q,_ �� � ,a e \\ m A ° WATER FEATURE DETAIL �1 SOU:1i4•= 1•-0' IV CAPSTONE(TYP.).EL DORADO 'LEDGECUT'OR APP.EQUAL COLOR BY ARCHITECT OF RECORD 44 CHAMFER ON �Z'WATER INSIDE EDGE(TYP.) STONE VENEER EXTERIOR TO MATCH BUILDING FACADE(ELDORADO STONE-LEDGECUT'133. UNECOLOR=SAGE).ORDER FROM AWED BUILDING +. PRODUCTS(585)328-7330 >;T•`>_fsv,-; p''•'"• - ' " MORTAR SETRNG em ADD FIBERMESH&UNIFORMLY DISPERSE IN CONCRETE WAIL CONCRETE SHALL E ,8 "'T 1' NORMAL GRADE COMPRESSIVE Sift G MORTAR JOINT'(1T'P.) CONC.MIX AT 1.5 IDS.PER CU.YD.(BUCKEYE 1• '''•�''` ULTRAFlBER 500 OR APPROVED EQUAL) ;2.^;^::'5.�:�{`; 3,500 P.S.I.MIN.WITH 3'-4'S UM. � .ti ENTRNNMEM=3%-6X WITH N. CONFORMING TO A-615,GRADE D ASTM A185,GRADE 60 2-14 CONT.TOP AND +.e,'„ 2 C0A1S OF WA7IWATERPROOFING0 S BOTTOM. PROVIDE FA A rt:1:Et��� _ CORNER BARS("j FINISHED _„KY._ (PLATINUM XIRA HIGH SOUDS 0 PNNT OR •1,:¢0•-iS GRADE APP.EQUAL).COLOR=BLACK ,� �, `•... 3-CANT(1YP.) WA7ERSfOP eta. :a= TYPE 2 SUBBASE COURSE 4; (N.Y.S.D OT ITEM 304.12) < COMPACTED TO 95% PROCTOR DENSITY ATER FEATURE SECTION B 1-1/2•= 1'-0• REFER TO SHOP DRAWINGS FROM ROMAN FOUNTAINS FOR ID• INSTALLATION INSTRUCRONS.CALL(877)794-1802 TO 10• ORDER TO ORDER ALL COMPONENTS,SHOP DRAWWNGS, - AND INSTALIATION INSTRUCRONS. PROPOSED HOLIDAY INN EXPRESS HOTEL as SHALL OT DESIONOi DESIGN TO 1E0F NEyy / ENSURE HONE TSASIFADS M RCOSROFDESIGN tiS' AV.TEgq'O,P �,jl o tima DoauDRs AS IsnlfD FTRt CONSTIAIc6ON.TIRS "eV' dr,p 371 ELMIRA ROAD ,,AN,. EURRFNfASOFNEDAERRA9ISVD. s sRAN IERf UPDATES OF TRrs PLAN BY THE WATER FEATURE �-- """"°""'°°°•'°' aEsal EHLDIEER Dab Hm AAFQRD A1n `L?� ' TRANSFERSS THE DOES RECENESNB 2 s DETAILS �''y Pw,':n+eL wxaaoo UPDATES.PUT PLACES THE RISPoNSIRUIY TO THE N U (.�:- Fovp,°Iei°5w1 TRANSFf1✓FE 10 OBfm VMTED PI/JIS NiROH FO ae06O4 NEV.PER�'OYRlETRS 1/21/i� ITHACA NEW YOR 14850 ARE ISAmFOR� A9,H SEHAY A DRAWN BY:AVf SHEET 1 7 DOTER FROM PRENOUS PUNS ISSUED FOR PERIST 9pFES61ONP REe PBF aTr carAons 1/n/H CHECKED BY: OST OR Mo. C-1.10 STAMP SEA. ISSUED TOR SCOH/SIDE f1/N REV. 10/15/13 JOB}12-158 HMwxc IT IS x°1ralm ff scTluv nm,smNTsa+z,OF THE xEw,uw1 VAXDTuunrn uw FTa xrc wax,Ix1E55 FCTixc EIABt THE OF¢uTIaN ar A Um®u+a°m,T ON FAOfLSSbNI1 FRm1m1,To-ER IN Far WAY,"S.sP¢ctanaxs.ON RDVRR TO wTTa mE I-OF A umaTn FRaERDr ON LTOfEIDONlE D141iRR x4s�a1 NiUEA i i NOTES I I. FOR MICE INFORINTION SEE TOPOGRAPHC BOWENRY SUFNEY •14k 1 ar ! PREPARED BY T.G.MILLER DATED AUGUST 21.2013.AND IDENTIFIED AS JOB NO.S13-5W INCLUDED WITH 7HS SET OF SIZE PUNS x asaa w°,p 1 1 I I I 41 2. THE CONTRACTOR 58Al FIELD VERIFY ALL UNDERGROUND x ssa> F J I UTILITY LOCATIONS AND DEPTHS PRIOR TO THE START OF EXCAVATION. .mot R aRrs 1 TC 3. ALL SdL FILL AREAS SHALL BE PLACED IN 8"M47IMl1M LIFTS. i a C •)1 �z FILL SHALL NOT BE PLACED ON FROZEN SOIL x a]Aa FoosTw6 I ,5,�1� U ATC a 1 x� x asa6 4. ALL FILL AREAS BENEATH PAVED AREAS SHALL BE COMPACTED TO A MINIMUM 95X DENSITY IN 6"MAXIMUM LIFTS AS _ LOYAL ORDER OF 774E MOOSE 111666(R.O.) (MATCH EX. / DETERMINED PER/STM D 1557. �r pza x aau 8401347 x ' MAT (MATCH IX. 5. WHEREVER POSSIBLE,EXCAVATED TOPSOIL SHALL BE DLO C ( CH IX. (MATC (MATCH STOCKPILED ON STIE AND RE-USED DURING LANDSCAPING AS 1(MATCFL IX. MAT H IX.) TOP OF NAIL HEAD ( H IX• TCH IX. 1 1 ?} •�w x avz] IN POLE=396.2' x asa6i FA, ,ux► 1 asza '1•'C•' •Y:•i�'.•,I 4.8 f: ] V 1 ]xcscnkErrtalmr NECESSARY. 11(MATCH IX. ,TES MATCH IX.)MATCH IX.) (MATCH IX, EaE n w -�- x as B. BEFORE CONSTRUCIION BENS,A CERTIFIED LICENSED 1 m F/, (MATCH IX. 1 x aa.(MAT.GH IX. _ �� h. •.'s] MATC ) AND INVESTIGATION ENGINEER SHOULD CONDUCE I FOUNDATION 1 1 .� r � AND SOIL INMSITCATIOIN IN CONFORMANCE WITH SECTIONS 1 lift! as•r.'. 1 Pv - 18022 THOUGH 18026 OF THE NEW YORK STATE BUILDING I = ;i 1 MATC .IUF. CODES.ALL CO NSMUCRO N,FILL,AND SITE PREPARATION 1 ;(J5;> ac .:1 a 2AX] 1.0 <, PN�iV'C.B. 2 / Na• 2.2p5acr .�/ \\\ w 1 SHAD.MELT OR EXCEED ALL SPECIFICATIONS AND 1 az> v, RECOMMENDATIONS SET FORTH IN THE GEgfECHNICAI REPORT. 1 x NEW C.B.}I RIN 392.0 yk'L- asaa 1 MATCH 4 RIN 382.14 I _ � x•*a 1 L,`P I 7. FUTURE LAWN AREAS SHALL BE SCARIFIED TO A MINIMUM I I L..1 x ate-` -' \'t -�O"W DEPTH OF 3 INCHES PRIOR TO PLACEMENT OF TOPSOIL 1 1 I MATC IX. 1( sS.> �\ _ (4.2'AI WALL` /•• ` S. PER NYSCEC REQUIREMENTS.PROR TO SEEDING OR p• 1 ..)1 aV x aa11-111�\ a 1 . � r ONIOt101NO/DNIOtlOT -_ xssss LiAW' IX LANDSCAPING APPLY 6"R LAM(MINIMUM)IN PAY , 1. PROPOSED LANDSCAPE OR UIWN AREAS WHERE EXISTING 11 MAT H IX. I Ix.D9?1 a .��IP'."� n�' ONI x ssyr -" (4.2'HI WALL s 2 yL.ALL a+Rs .. � � � , .rza TOPSOIL SWU.BE STRIPPED BUT THERE IS NO CUR.FILL, x OR CHANGE IN GRADE. 1 ; ly] 0 \9 r¢X .::r..�_,. xaua ixaa•P>oP -- _ - ..,1 9. PER W-DEC REQUIREMENTS.PRIOR TO SEEDING OR LANDSCAPING,AERATE AND APPLY 6"TOPSOIL(MINIMUM)IN 11 11 1 uz y;fas.a $ Yi X� A•.-• a^a.r `^-K.�a 19\ �, x 1 MATCH .) ANY PROPOSED LANDSCAPE OR LAWN AREAS WHERE THERE IS LJ CUT,FILL,OR CHANGE IN GRADE.AERATION SHALL BE 2�0% ��x w '• ACCOMPLISHED USING COULTERS WITH SOIL SLITTING,SPIKED 1 !,.l:•°%'•'" - i ��`_a• 6� .' aaa SOL AERATOR ROLLER,OR A PRONGED SU1B-SOILER. pp 1 1 1 l (4.2' ,L•o x 1 10. PER NYSDEC RECUREMENIS,IN EXISTING PAVED OR 1UILDNG .Py 11 b 1 11 �•,h1 x ashen o x °:; TCH )q j AREAS THAT WILL BE CONVERTED TO FUTURE LAWN OR 1 e'er'- x ssca N 1 .I::.,i•D•+ 8 E 1 i .1•:,.a::•, LAX N_, _ •ter 1 LANDSCAPED AREAS,FULL SOIL RESTORATION TECHNIQUES 1 1 1 '.J'T< m jilN-3g2,3}3 ,y,•^ems= (4.' x I`� I`'+. r 't I SHALL BE APPLIED PRIOR TO SEEDING OR LANDSCAPING. 1 1 1 +' ra•sst nx x sJsa _ V 13URNG PERIODS OF RELATIVELY LOW SUBSOIL MOISTURE THE I I l :, R �G ;'-1 'A y +" 3T6a H LL) 1 ~ DISTURBED SUBGRADE SOIL SHALL BE SCARIFIED AND 3 1 1 '•;••' I 1 INCHES MINIMUM TLWSpL IIPPIJED OVETi 7HE SURFACE I 1 I x asas fy I COMPOST SFNLL THEN BE TLUED INTO THE SUBSOIL TO ADEPTHM1�1• x rs x I1 31 HII LL)` t;i TRACF OF O LEAST IS.NOTES USINJR A RIPPER, 'r ] �/ I 1;.. 8§1 TRACTOR-MOUNTED pSC,OR 71UFR.UPLIFTED STONE OR I 1 I •`Y`PIa tpT''r nar 'mS8 ROCK MATERIALS SHALL BE REMOVED FROM THE AREA IF 1 II I .1 F.F.=393.85 1 .•R:;;t':!•'' x asaeas>.s-_ �S THEY ARE 4 INCHES OR LARGER.A 6 INCH MNMUM LAYER 1 txjl :'.1 / 34 HI WAIk 1 'CH "4 mm OF TOPSOIL SHALL THEN BE APPLIED TO BRING SURFACE To FINISHED GRADE AND SEEDING OR VEGETATION COMPLETED 1 I r 1 .P :>'.. /A• 2 os� PER THE SITE LANDSCAPE PLAN AND DETALS, 1 1 \ R::r• +.`•'i. _ NEW Y.O.12 ` _ RIM 393.00 11. TILUNG SHALL NOT BE PERFORMED WITHIN THE DRIP LINE OF 1 1 't IY as 2.IIX auee E10STING TREES TO REMAN OR OVER EXISTING UNDERGROUND I 1 ` a� MATCH P (2.'NI ALL asze 10 .b�HI ALL 1, UTILITIES LESS TPoW 24 INCHES BELOW GRACE. 1x (1.B'HI WALL ?p,= ) I i x (2.4'HI WALL J 1 1 12. TIE CONTRACTOR SHALL13E RESPOt'R9BlE FOR PAYING All. 11 1 III ;t 4 x asTx° x n,.e aaaa (4.2' I WALL NECESSARY FEES AND OBTANING ALL NECESSARY PERM PdOR TO 1 1 Q 1 `:'11 y.a. NI 2.3'HI WALL)x a� 0 NI ALL) 1 I THE.SIART OF CONSTRUCTION.CONTACT CITY OF ITH94AA BUILDING Y k +5 •ayM• .y(x Jo. IX.ai,eR Idax FFa E aGWa Y.xa >1 ,ea ] 1 I x}. x fis J9 uea o x aRO]. DEPARTMENT(274-.508),ITF4VY.WATER AND SEWER OEPAAIAENf �x CH IX. (MATC 274-6595 AND 7HE NEW YORK SLATE DEPARfh4M OF b k`: "'� I / TIWI3POIKATION(756-7072)FOR INSTRUCTIONS.PETAIT 11 11 11 •Q` M?4b4 x.xz ':{ MATCH IX.) (MATCH IX. `K .5'H W .p� I li .1 F,a),ggfla APPLICATIONS,APDL°"yJOk v,E Ana MATCH .) xmza •ek. (MATCHxE06 1 Eauz .q W E xsssa � MATCH ( •• - } EXISTING I 1 1 <xIA> ..i'i:.,� (TOP OF-PAD xamJ BUILDING „(3:4'�fI�WALL fob CHx•1 a; ,2 3'A.F.G. / LEGEND 1 AarcH �' � xJar .' PM N0.654 EXISTING EDGE OF PAVEMENT 1 •',:1 °)�'''"• •PIPE INV.).J ssa MATCH IX.) �6aAm xw2 NEW EDGE OF PAVEMENT 1 ';) ..1•;3 R,: _ •,Imo: ' MATCH .) - EXISTING CURB 11 11 '`�i NEWGAR RAN zs (3.0'HI WALL x'PI' >1•\, I NEW CURB(B") - 1 ------ EN SITE PARCEL PROPERTY/R.O.W.LINE 1 MATCH -,t1s5P - 1 6'HI WALL) x eMONKMA --- ADJACENT PROPERTY/R.O.W.LINES sP '•• ,. 250617N(R.O.) 1 ° aY- - ._ M'�A'T r a� 2506/7096 aeaa .a EXISTING UTILITY POLE 11 1 11 .v":..;,�� '°9 _ �. )Y EXISTING UGHT POLE 11 11 I I. WALL a/ NEW Y.D.#I FIT X.XX ST WAIL TCHaIXJ -r. SURFACE FLOW DIRECTION 8a SLOPE 1 1 , M S93.p0 - 0 EXISTING CATCH BASIN 1 1r MATCH IX.) ■ NEW CATCH BASIN 1 1 MATCHIIX. I ax.Anxur PARxwa O EXISTING MANHOLE 1 1( • NEW YARD DRAIN 1 1 I •,,, 5 g XXX XXX- EXISTING CONTOUR LINE 1 1 1 ps>s / mee _ I R&M REALLY LLC(R.OJ _ t" Asa I 1 11 ,3 500928-007 °> x.= EXISTING SPOT ELEVATION ' I TOP OF CURB ELEVATION 1 1 BOTTOM OF CURB NEW SPOT ELEVATION I _ BOTTOM CURBOF EL ATION SITE GRADING PIANO SCALE:1"= 20'-0" 0 20 40 80 N CONRULTOR BRILL CONTACT THE DESIGN �OF NEH, PROPOSED HOLIDAY INN EXPRESS HOTEL ENGINEERSURBFEOREAS THEFIACETOFCIONT gP� TEq�r0 If ENSCRE xE/sxE 1P5 THE FINAL SET a DEs1Gx '� a q a ptima OOOUUENIS As ISSUED FOR coxsTlNlrnon.THIS x a 3 71 E LM I RA ROAD PLAN 1s ENGINEER AS OF THE DAIS rt TAs Issum. ._ sU81EOUENT UPDATES DP THIS PLAN LT TIE SITE GRADING PLAN DEANS ENGINE T E HI T AFFORD ANY IwwTUPDATES,BUT THE W ro ESPONSI SAID ,, 9 Pnx,,:m6)ama+66 ITHACA, NEW YORK, 14850 OR EISS 6UFORPLACESTRU ONAS RESPONSIBILITY ZN Fa HE W ANVUE`TO OBTAN UFMTD PLWS VWH FO 060634 Fg W.FOR CRY COMMENTS 2/21/14 PINE lswm EDIT CONSTRUCTION As IxESE MAY •O � DRAWN BY:AVf SHEET DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT gpFESSIDNP W.PER w Commum 1/24/14 CHECKED BY:O5f /+ 2 STAMP SEA. mo FOR SEAR/TIRE PVN W. 10/15/IJ JOB}13-288 C-2•� T�114 IT 6 A WA%N OF ERTO,M,SaEGM$HxH a.OF.ME LED TOAt STATE=(XRON Ua FOR AK PE ,Hxlk4 FLRNG LRDDR WE DTECDON OF A L'CDSD aR01RECT OR PWFTSSIGNA.ERRI ED4 TO AIT t IN NIT'WAY.KAN5 SPEORGDONS,OR gFORlS To EN01 THE SFIL OF A UCDEFD AREIPTFLT OR PR6f�otui FncC'FrA INS b�N"UM i NOTES 1.FOR REFERENCE INFORMATION SEE TOPOGMIC BOUNDARY I SURVEY PREPARED Bf T.G.MILLER DATED AUGUST 21, 4 2013,AND IDENTIFIED AS JOB NO.SIS-606 INCLUDED s I I t WITH THIS SET OF SITE RA S 2 FOR REFERENCE AM SEE ARCHITECTURAL AND - �asv.�ir rHnaysJ `1 I PLUMBING PLANS FOR EXACT LOCATIONS AND DEPTHS �NYSOEC-REQ'D LOYAL ORDER OF THE MOOSE#666(R.O.) I OF ROOF DRAIN LEADER CONNECTIONS AT BUIIDING W,� MAINT.SIGN 840/347 -`nl 1 bi CHM R 3.THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR I I �� TOP OF NAIL HEAD STORM DRAINAGE SYSTEM FALURE DUE TO LACK OF L I 1 ' N POROUS D IN POLE=396.2' INSPECTION OR MAINTFNNNCE 4.THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY INN _ - s ti`+'a`,1� I' ``• UTILITIES NOF SHOWN ON THIS PAN OR ANY ACaDENIAL RUPIIRES DURING EXCAVATION OR CONSTRUCTION. - 1 S.ALL NEW ROOF DRAIN LATERALS SHALT.BE 6' ,1 I NEtY6.�-�T-�q'S 714 O 0.54X Dom- NfiIM 392.72 q'� DIAMETER PVC SOR-35 CONFORMING TO ASR,1 D /a\REAL CE PVM(JT.IN FIND •i: t RIM 39214 � I 3910 -\ _ 2665 ASTd D 3034,ASIM F 891.CSA-B1822,OR OVER N€W TRENCH 11' %1 'M INN.399.39 �' - _ CAN/CSA-B1824. I 1 ; �I, '. _ 1 ,39A II �`'tso3 - 6.ALL NEW HOPE STORM SEIVF]tS SHALL BE ADS N-12 OR APPROVED EQUN,CONFORMING TO ASTM F r I % _ HOPE STORM SEWERS SFWLI.MEET OR IXC® � 11 I 11 .•`: `�� D 393 • ,,, �;.;: ____\ • �j I NIOVOTNO IOYOI `Olv ASHTO M294 STANDARDS. __ 7.ALL PIPE MD 2'4 4,AS CONFORM TO ASTd D 1 INN.38,8.30(NEW 6' 2609,ASRA D 2464,FSTAt D 2466,ASRA D 2467, I I I 1 `i fa � ���:.,��,�'-.•�'�- _ ,'1• stT` �9 y�9'�07 CAN/CSA-8137.2,OR ASIM 0 2665. 8. REGULAR MAINTENANCE OF THE PAN GARDENS AND 1 1 1 � a�.. 3N': INV.I391.61 POROUS PAVEMENT AREAS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER THE _O _� '. g-..r•'�' -__ OWNER SHALL FILE A DEED RFSIRCTION WRTH THE CITY OF THA.C/A FOR MAINTENANCE OF THE RANJy\A_ D q GARDENS AND POROUS PAVEMENT PF✓fAS. 1 1 1 „1 " I S ,>•�E o ER 0 � NEW C.B./3 B 9. THE GENERAL CONTRACTOR SHALL PERFORM ALL 1 1 1 ,.`;L 4: P1aPUCABLE 1ES151S REQUIRED S'WILE LOON_ 1 1 1 A `"1 '�rr •.�'il:.i. ��INV. PVMNT. _>' NG W/W'LL PLUMBNG AND BUILDING DEPARTMENT,AS WELL AS 1 i t''-1 - I 0 TESTS REOUIRED IN THE N.Y.S.PLUMBING CODE 11 I 11 }:1 5qq%' t+� D ,Fr ;II :F. 'i I c+ I SECTIONS 312.2 THIRU 3129. 1 1 1 I ^I 10. Al JOINTS OR JOINT SYSTEMS FOR NEW STORM NEW 1 I 1 :`:1 I'v O6 3g3 _ II i I I I i.a• i 9 nr I SEWERS SHALL.BE SILT TIGHT,AND SHALL RESIST W INFILTRAT10N OF SOIL PARTICLES THAT PASS THE 1 1, 1 , i __ ' .'I. 8 ' V R I NO.200 SIEVE.IF GEOTEXII E WRAP IS SPECIFIED 1 �]1 :�1 " ----- FOR USE IN JOIN1$R S1iALL MEET AASHTO M288, •� WITH AN OAPPARFNT OPENING SIZE(ADS)GREATER p 11 II II r'.:'1 .T ,�} ,� `NEW Y.D./2 J �r Gc I I j ,l',. > I n I , NEW 393.00 Q, 11.PER SPDES GP-0-10-001 REQUIREM TAILS,THE 11 1 e�11 .i.1 ::� •3 50'' I 'I i � ' RESPONSIBUIY FOR IMPLEMENTATION OF LONG TERM ' OPERATION AND MAINMAJCE OF THE(STORMWATER MANAGEMENT'PRACTICES)SAL BE VESTED WITH A i i Y RESPONSIBLE PARTY Elf MEANS OF A LEGALLY BINDING AND ENFORCEABLE MAINTENANCE Al'EEM M DEED CaVEN NT,OR OTHER LEGAL 1 1 ME-SURE TRANSFERABLE TO FUTURE OWNERS.THE 1 1 1 3g4 -------- OPERATION AND MAINTENANCE PLAN IN THE STORMWATrER POLLUTION PREVENTION PLAN(S'RPP) SHAD.BE FOIllffiRD AS PART OF THIS AGr3EEMEM 12. THE CONTRACTOR SHALL BE FESPONSB.H FOR PAYING 1 1 1 ::.1 J, _ J 3' i jT ALL NECESSARY FEES AND OBTANING ALL N�ARf 1 I b iv ca ' €CwtRf.QRnLNAINT. B PERAM PRIOR TO THE START OF OONSTRUCIIM 1 I s.u"�".�Tv`o CONTACT CRY OF ITiACA BUILDING DEPARTMENT a°a' .1 r - - - I (274-M)AND THE MY YORK STATE DEPARTMENT OF 1 1 sw.u�,rev D Imo,391.69 TRANSPORTATION(756-7072)FOR INSTRUCTIONS,PERMIT I E INK 391�.62(NEWAB5 ; NEW 6'PVC ,•° EXISTING AaPurnnNs AND D FEES. II , II :'ts'o tszX .Ir.'.:'/,, BUILDING — 1 rj �x ao�x�AJ 11 N0.654 NEW RAIN ,w GARDEN A REP'CE PVhy Ej IN KIND •. : � 4 N a. :f/rA'oiirL3`. OVER EW TRENCH n",.�.,-_� c- _iiip/ a I LEGEND 1 I _ 57 _ � MONKMAN(R.O.) I \, 1 1 ov T _ t• Nv-m. 2506 7096 O ) / IXISNNG EDGE OF PAVEMENT 1 1 D 1 _�xv NEW Y.D./1 FOR AV ✓ NEW EDGE OF PAVEMENT 1 0 N❑W C.O. RAIN GA�!N 00 FUW - EXISTING CURBM�393 -_ NEW CURB(6') 1 I 1 INV.391. ------- PROPERTY/R.O.W.LINES 1, 11 II 1 u.uww.r P.wxvG - ADJACENT•PROPERTY/R.O.W.LINES -RD RD- NEW ROOF DRAIN LATERAL 1 1 1 _- I / R&M REALTY 377 LLC R.O, -ST ST- RESTING STORM SEWER I II IW 1 ( ) - I -ST ST- NEW STORM SEWER 1 500928-007 i \ I 1^f EXISTING UTILITY POLE —► SURFACE FLOW DIRECTION - ❑ EXISTING CATCH BASIN ■ NEW CATCH BASIN O EXISTING MANHOLE NEW YARD DRAIN N • NEW CLEAN-OUT SITE DRAINAGE PLAN AGE\ -XX% %XX- EXISTING CONTOUR LINE(TO REMAIN) -,`CXX---------XXX- FORMER CONTOUR LINE(RE-GRADED) $GAIN;1"= 20'-0" - ® NEW CONTOUR LINE(FINISHED GRADE) 0 20 40 80 PROPOSED HOLIDAY INN EXPRESS HOTEL a„ EMWAUr ME DESIGN XCAVATION nvL SET cnav TO {OOPN6wy DOW xE/sxE INS THE EV41 sEr W oLvw tiP Y.iEg9,09 /?+o tima DDWNENTS As Isom FOR 00NSMVGI ay.Tars p su Is CURRENT AS OF THE M1E IT WAS ISSUED. 371 E L M I R A ROAD DESIGN M NP0.I ES OFTHIS PUN HE �_ _ 2Avs A�Gu..A.T.ve1 DESTI2N ENGNEEfl DOES NOT AFFORD Am w SITE DRAINAGE PLAN TluvWEIM THE R N TO RECEIVE S40 i 1-l.e vN,,.:mvlvw.vao UPDATES,BW PLACES THE RESP IBIIIIY M THE yN Fv:N�A)AtGSSW TIWISFFIEE 7p OBIAM UPp11m PLMG WTnCN FO 08065A REV.PER pD'CDMAf15 2/2I/11 T H ACA NEW YO R K 14850 ME R m FDR DDNSIRKANS As,H SE MAY DRAWN BY.-AVT SHEET OUTER Rrou PIW:VIW$nAxs IssuED FOR PERMT OFESSION HEN.R:R cDr coNrENrs 1/24/14 CHECKED BY: DST ax aD. C-2. STAMP SPA. M.FOR sETn/snE 1VN I>FV. 10/15/13 JOB/13-280 LNMNR R Is A TAG WH W SE—H T]DP,$EWDM4R1 2.OF RE NTI Ti)RI RAZE EWGTpN W M W PD=",NNIESS ACTING I—N THE DI—IM WAD A HII T GN PRDNSMDE ENG M%TD N.TER IN AW WAY.PENIS,SPE6ICAINWG,M RSF-S TO WFEW THE eF/F.DF A UIa®ARREIEI:I DR PWJifmGHN.mGHFFA NAS R A M i i NOS POLYOLEFIN GRATE WITH U.V.INHIBITOR. COLOR=GREEN C-2, 2"POROUSPAVE XL PERVIOUS SURFACE FOR CONTACT THE FOLLOWING FOR A LIST OF 6"DIA STORMWATER INFILTRATION.COLOR-BLACK. MAINTENANCE DURING CONSTRUCTION: FVC CERIIflED INSTALLATION ONLY. CERTIFIED INSTALLERS FOR BIDDING PURPOSES: • NAGLE SURFACES(315)622-1313 • IRRUGATION SUPPLY(216)831-0095 1. THE SUMPS OF UPSTREAM CATCH BASINS SHALL BE SPLASH MARKETING(215)441-1700 INSPECTED WEEKLY AND AFTER EVERY RAINFALL EVENT.ANY ECO INTERNATIONAL(866-608-0011 COOLUIIGEGMPIPES SHOULD BE REMOVEDOF THE CATCH IN IASP(ER OTHEE ON THE 2'OF BEDDING COURSE 04'-;6'WASHED MANUFACTURER'S MAINTENANCE INSTRUCTIONS. FRACTURED OPEN-GRADED#89 AGGREGATE 2. ANY EXPOSED INFILTRATION SUBBASE SHALL BE INSPECTED STONE) ,t-,.R I. REGULARLY TO PREVENT CONTAMINATION AND CLOGGING WITH 6'DIA PERFORATED PVC DEBRIS AND SEDIMENT WHICH WILL COMPROMISE THE 4'OF BASE COURSE�"WASHED 6' WHERE INDICATED PERFORMANCE OF THE POROUS PAVEMENT. FRACTURED OPEN-GRADED 157 AGGREGATE ON SHEET C-2.1&C-3.0. --- -—- STONE WITH MIN.POROSITY-0.32) 3. THE ABOVE SHALL BE THE RESPONSIBILITY OF THE SUB-BASE COURSE(1-Yi'-3"WASHED CONTRACTOR. PLASTIC ELBOW(PVC OR HOPE)SIZED TO FR. FRACTURED OPEN-GRADED/2 AGGREGATE STONE).POROSITY=0.40.DEPTH VARIES BOTTOM ETEV=389.39 h_ MAINTENANCE AFTER CONSTRUCTION: (2"-1'MINIMUM DEPTH AT NEW C.B./1 yy�. INLINE YARD DRAIN DETAIL (_ ) 1. THE POROUS PAVEMENT AREA SHALL BE MONITORED DURING SCALE 1-1/2°=1'-0" FILTER FABRIC(MIRAFI 140N SECTION RAINSTORMS TO CONFIRM THE INFILTRATION OF STORMWATER OR APPROVED EQUAL OR AS RUNOFF. RECOMMENDED BY GEOTECH) AROUND BOTTOM&SIDES 2. ANY CLOGGING OF THE POROUS PAVEMENT AREAS INDICATED OF TRENCH BY PONDING OF STORMWATER RUNOFF SHALL BE REMOVED POROUS PAVEMENT DETAIL BY POWER SWEEPING,VACUUMING(VAC-TRON TRUCK),AND SCALE 1/2"= 1'-0" D PRESSURE WASHING TO OPEN PORES IN PAVEMENT. VMTE BACKGROUND THE UPSTREAM CATCH BASIN SUMPS SHALL BE MAINTAINED 3, PER THE INSTRUCTIONS IN THE CATCH BASIN INSERT (SNOUT)DETAILS. A LEGALLY BINDING AND ENFORCABLE MAINTENANCE 4, AGREEMENT SHALL BE EXECUTED BETWEEN THE OWNER AND INSTALLATION INSTRUCTIONS: THE LOCAL MS4 TO ENSURE THAT THE PORPOUS PAVEMENT 24"x 18",18 GA STEEL BAKED ENAMEL AREAS ARE MAINTAINED TO FUNCTION PROPERLY PER ABOVE BLACK LETERS "`Y1O0f'a BOLT TO STEEL POLE WITH 3/8'CADMIUM PLATED 1. THE UPSTREAM CATCH BASIN INSERTS(SNOUT)SHALL BE INSTRUCTIONS,AND THAT THE POROUS PAVEMENT AREAS Tmy.act BOLTS,NUTS,AND WASHERS. ARE NEVER REMOVED OR PAVED OVER WITH IMPERVIOUS / BORDER.A 3 8-MARGIN& INSTALLED BEFORE THE EXCAVATION AND CONSTRUCTION OF ASPHALT OR PAVEMENT.THE MAINTENANCE AGREEMENT THE INFILTRATION SUBBASE BENEATH THE POROUS PAVEMENT SHALL BE PASSED FROM OWNER TO FUTURE OWNER/ AREA. TENANT. 2. THE POROUS PAVEMENT AREA SHALL NOT BE USED AS A mriw.wm•u am,uH SEDIMENT BASIN DURING EXCAVATION OR CONSTRUCTION RE-SURFACING SHALL ONLY BE DONE BY THE CERTIFIED ACTIVITIES. 5. INSTALLER. ro a.Fa 3. PUMPING SHALL BE USED IF NECESSARY TO MAINTAIN REGULAR MAINTENANCE OF THE INFILTRATION TRENCH SHALL EXCAVATIONS FREE FROM GROUNDWATER DURING THE 6. BE THE RESPONSIBILITY OF'THE PROPERTY OWNER. CONSTRUCTION OF THE INFILTRATION SUBBASE BENEATH THE POROUS PAVEMENT AREAL 4. EXCAVEXTENTS SHOWN O THE INFILTRATION EET CU10EXCAVATEEDIES TO THE MATERIALS TEST HOLE REQUIREMENTS & PROCEDURES: SF1PLl.BE PLACED AWAY FROM THE TRENCH SIDES TO NYSDEC—REQUIRED MAINTENANCE SIGNS ENHANCE TRENCH WAIL STABILITY.EXCAVATED AND DISPOSED MATERIALS 1. INFILTRATION TESTING DATA SHALL DE DOCUMENTED INCLUDING E DESCRIPTION OF SF AT BE REMOVED FROM THE TRENCH AREA PAID DISPOSED THE PROCEDURE USED.THE SOIL DESCRIPTION SHOULD INCLUDE ALL SOIL SCALE 1-1/2"-1'-0'• U OF FILL AN APPROPRIATE OFFTHE SITE LOCATION,OR ELSE PLACED HORIZONS. NOTE:REFER TO NYSSMOM CH.3,SECTION 3.5.1 AS FILL ELSEWHERE ON THE SITE IF THEY CONFORM WITH SUITABLE FILL REQUIREMENTS.VERTICALLY EXCAVATED 2, EXCAVATE A TEST HOLE OR DIG A STANDARD SOIL BORING IN THE EXISTING TRENCH WALLS MAY REQUIRE LAYING BACK OF THE SIDE SUBGRADE TO A MINIMUM DEPTH OF 4 FEET BELOW THE PROPOSED INFILTRATION SLOPES IN ORDER TO MAINTAIN STABILITY. SUBBASE BOTTOM ELEVATION.THE LOCATION OF THE TEST HOLE SHALL BE WITHIN S. BURIED DEBRIS,VEGETATION,AND BOULDERS SHALL BE THE FOOTPRINT OF THE PROPOSED POROUS PAVEMENT AREA COMPLETELY REMOVED FROM THE POROUS PAVEMENT AREA. PLANT AND TREE ROOTS IN THE POROUS PAVEMENT AREA 3. DETERMINE THE DEPTH TO BEDROCK AND THE GROUNDWATER TABLE,INITIALLY AND SHALL BE TRIMMED FLUSH WITH TRENCH SIDES IN ORDER 24 HOURS AFTER EXCAVATION OF THE TEST PIT.THE SEASONAL HIGH GROUNDWATER TO PREVENT FILTER FABRIC PUNCTURE OR TEARING DURING TABLE ELEVATION SHOULD BE AT LEAST 3 FEET BELOW THE INFILTRATION TRENCH INSTALLATION.A CERTIFIED TREE SURGEON SHALL TRIM BOTTOM ELEVATION. EXISTING TREE CANOPIES 70 BALANCE THE AMOUNT OF TREE ROOTS REMOVED.THE SIDE WALLS OF THE TRENCH SHALL 4, CONDUCT STANDARD PENETRATION TESTING(SPf)EVERY 2 FEET TO A DEPTH OF 4 BE ROUGHENED WHERE SHEARED AND SEALED BY FEET BELOW THE INFILTRATION TRENCH BOTTOM ELEVATION.DETERMINE U.S.DA OR WHITE BACKGROUND TRENCHING EQUIPMENT. FEET BELOW SOIL THTE INFILTRATION TRENC BOTTOM ELEVATION.RES AT THE INFILTRATION TRENCH OM ELEVATION AND 4 6. FOLLOWING THE EXCAVATION OF THE TRENCH,FILTER FABRIC SHALL BE PLACED ALONG THE BOTTOM AND SIDES OF THE 5. THE ABOVE 1E515 SHALL BE PERFORMED BY THE OWNER'S ON-SITE GEOTECHNICAI. TRENCH.THE WIDTH OF THE FILTER FABRIC MUST INCLUDE ENGINEER IN THE PRESENCE OF THE OWNER'S DESIGNATED EROSION CONTROL SUFFICIENT MATERIAL TO ENSURE 6-INCH MINIMUM TOP INSPECTOR. OVERLAP BELOW THE INFILTRATION SU89ASE LAYER.WHEN INFILTRATION TESTING REQUIREMENTS & PROCEDURES: OVERLAPS ARE REQUIRED BETWEEN ROLLS.THE UPHILL ROLL 24"x 18",18 GA STEEL BAKED ENAMEL. SHALL LAP A MINIMUM OF 2 FEET OVER THE DOWNHILL 1. INSTALL CASING(SOLID 5-INCH DIAMETER,30-INCH LENGTH)TO 24 INCHES BELOW BLACK LETTERS—,,,.' '`A BOLT TO STEEL POLE WITH 3/8'CADMIUM PLATED ROLL IN ORDER TO PROVIDE A SHINGLED EFFECT. PROPOSED INFILTRATION SUBBASE BOTTOM ELEVATION. BOLTS,NUTS,AND WASHERS. 3/8'MARGIN&BORDER. 7. THE EXISTING SUBGRADE BENEATH THE INFILTRATION 2. REMOVE ANY SMEARED SOIL SURFACES AND PROVIDE A NATURAL SOIL INTERFACE SUBBASE SHALL NOT BE COMPACTED IN ORDER TO PREVENT INTO WHICH WATER MAY PERCOLATE.REMOVE ALL LOOSE MATERIAL FROM THE 4 LIMITED INFILTRATION. CASING.A 2-INCH LAYER OF COARSE SAND OR FINE GRAVEL MAY BE PLACED TO PROTECT THE BOTTOM FROM SCOURING,IF DESIRED. 8. THE SUBBASE COURSE SHALL BE PLACED IN UFTS OF 12 3. FILL CASING WITH CLEAR WATER TO A DEPTH OF 24 INCHES AND ALLOW TO INCHES AND COMPACTED USING PLATE COMPACTORS.STONE PRE-SOAK FOR 24 HOURS. OR GRAVEL SHALL BE DOUBLE-WASHED.CARE SHALL BE m,mm� EXERCISED TO PREVENT NATURAL FILL OR SOIL FROM 4. AFTER 24 HOURS OF PRE-SOAKING,REFILL THE CASING WITH ANOTHER 24 INCHES INTERMIXING WITH THE STONE OR GRAVEL.ALL CONTAMINATED STONE GRAVEL SHALL BE REMOVED AND OF CLEAN WATER AND MONITOR THE WATER LEVEL(MEASURED DROP FROM THE REPLACED WITH UNCONTAMINATED STONE OR GRAVEL, TOP OF CASING)FOR 7 HOUR. S. TEMPORARY COVER ANY EXPOSED INFILTRATION SUBBASE 5. REPEAT THE CASING FILLING PROCEDURE 3 ADDITIONAL TIMES.RECORD ALL 4 Tom• LAYERS WITH A TARP SUCH THAT TOPSOIUNG AND GRADING OBSERVED TEST PERCOLATION RATES IN INCHES PER HOUR.THE FINAL(47H)TEST OF THE SURROUNDING SITE WILL NOT CAUSE SOIL PARTICLES RATE SHALL BE THE FINAL SOIL INFILTRATION RATE. NYSDEC—REQUIRED MAINTENANCE SIGNS /A TO CONTAMINATE OR CLOG THE INFILTRATION SUBBASE. 6. IMMEDIATELY PULL THE TEST CASING AND BACK FILL THE TEST PIT WITH NATIVE SCALE 1-1/2"= 1'-0° V THE POROUS PAVEMENT SHALL BE INSTALLED BY A SOIL !LOLL.REEFFEELRT TO NYSSMDM CH.3,SECTION 3.5.1 10. CERTIFIED INSTALLER ONLY. 7• THE FINAL SOIL INFILTRATION RATE SHALL BE REPORTED TO THE SITE DESIGN ENGINEER. PROPOSED HOLIDAY INN EXPRESS HOTEL THE c°L"HE AS CONTACT INAL THE OFsDES OF NEW ENGINEER BEFORE MAVARON&CONSTBUCRON TO �p'V;4 TEO? y0,P � optima ENSURE TSAS FLUE THE FINAL SET OF N.TINT qp Sc_>,a, c DOCUMENTS RE ISSUED FOR T LDATE IT WAS THIS a �'.C 3 71 E L M I R A ROAD PUN IS ENT UPDATES TE OFT THIS DATE R WAS IBSLm. a ,,r y,BB LN 30•alS a]BI SESIGN E M UPMT6 OF TINS PLAN AN THE %� Rye"e xe"mn:wat DESIGN ENCNIEFR GOES NOT AFFORD ANY DRAINAGE DETAILS TRANSFEREES THE RNM TO RECEIVE 390 2 P Pn•"rR+NBBTaaDA UPDATES.BUT PULES THE RESPoNSISILIIY TO THE ZN �' F•,:RIBIItBesa T H A C A, NEW Y O R K, 14850 TIME ISF 0 TO OCONS UPDATED PLANE WNKN Fop DRORSA �� .�R 1/tA DRAWN ITV:AVf 6HEEf IRE TRANSFEREE FOR CONSTRUCTION AS ANESE MAY DDTm FROM PRENWS PLANS 65UEI1 FOR PFAIIR 9pAESsill 0NP REV.FED rnr emw�Tlrs 1r24/14 CHECKED BY:OSf rx—ef �1 STAMP SEAL mum ran SEOH I FIRE PLAN RLV. 70/i5It7 JOB/13-988 Cr G L WJRAIHO R 6 A VAIATNIII OF SECIIAT MS.WSDA191G1 2.OF THE NFYI YOU STATE ED—M Ll"1 FOR NR�1,IIHD55 Am.UNDDT THE OR a.OF A LCF]®NSN=FTT OR PRiH-S Y1 EH-EDL TO AL IN NTF WAY,"S.SPECOIU S.OR IT9RR TO THE SELL(i A L'Br;ID MWRLT ON FH=,�iOH/L FNG`.1GTV NAS EFi}I{FIJOJ. CLEAN-OUT FINISHED GRADE _ NOS POLYOLEFlN GRATE WITH V.V. INHIBITOR.COLOR=GREEN.ORDER FROM MIS SUPPLY AT(716)759-6911. 4 REPLACE PAVEMENT IN KIND. MATCH NE / \\ NEW 8'z B'45'ELBOW TRENCH WIDTH TO EXIST. J OI 1 I..D.+36"(USHEETED)) 1'- 1'-0' SAW-CUT LINE SAW CUT LANE i Ot •oa EXIST NO 6 \ i NEW W x 8'x 8'45'WYE UNDISTURBFA UNDISTURBED EARTH CLEAN—OUT DETAIL TYPE 2 SUBBASE COURSE(N,Y.S.O.O.T. \,iy Q\Q`" SCALE 1/2„ _ ).-U„ C fIEM 304.12)COMPACTED TO 95% NOTES: MINIMUM DENSITY IN 6"MAX.LIFTS YARD DRAIN GRATE DETAIL 1.CLEAN-OUT BODIES SHALL BE PVC MODEL.2-115 STANDARD NEW SEWER OR G WATFRUNE i SCALE 1/2"=1'-0- "' S FERRULE 0 NTERSUNK AS MANUFACTURED BY r ER PIPE,OR 111kARP.EQUAL NO.1 CRUSHED STONE(N.Y.S.D.O.T. \ • ,..✓i`\, TOP OF PIPE ZON 2.IN TRAFFIC AREAS A CONCRETE COLLAR SHALL BE POURED ITEM 623.03 OR 623.12)COMPACTED AROUND THE CIPAN-OUT: TO 95%MINIMUM DENSITY IN 6' I \\� •I MAXIMUM LIFTS \ I ( �.1 �:^ 3.CLEAN-OUTS SHALL BE LOCATED NOT MORE THAN 100 FEET APART MEASURED FROM THE UPSTREAM ENTRANCE OF THE CLEAN—OUT. \ \. •o w CONG.OR ASPHALT INVERT LINE I. .•�.:.\� a TRENCH IN NON-PAVED SURFACE �, TRENCH UNDER PAVEMENT OR SHOULDER I 1H4 NA JJtILII TpNgIN1 %\x N �t UNDISTURBED FARM.COMPACT 7D \:\��;•• I\,,,� \\�;•" FINISHED GRADE 3'-0"+PIPE O.D. NEW OR IX.PVMNT. EDGE OF PVMNT. 90R MIN.STD.PROCTOR DENSITY !�i'ii,�l ,�e4\i�/� 2W BOTTOM OF PIPE Z011E _ I �lI B\ `q� "� n (IYP.PA fM WIDTH) FINISHED GRADE < STORM SEWER PIPE OR CULVERT.(OUR h' NO SLAG SHALL BE ALLOWED �. CRASS VARIES) FOR FILL1. \ UNDISTURBED FMfH ,� TRENCH WALL(TY'P.) (ADJACENT PAVED AREA) � ��`'(C...��;:\ PAVEMENT REPLACEMENT DETAIL A SCALE 1/2'_-1'-0" - UNDISTURBED FARM SEE NOTE 4-� PLACE O POINT FOR SHEETING LEFT IN _;may - , •I BLACKTOP REPLACEMENT 4"MIN.TOPSOIL CONFORMING TO \ Y N.Y.S.D.O.T.SECT.7,3-01.SEED OR TYPE 2 SUBBASE COURSE(N.Y.S.D.O.T. ca NC WD 4' CLASS B CONCRETE OR COMPACTED CLAY 1. IF CONSTRUCTION 15 PERFORMED BETWEEN OCTOBER 1 AND APRIL 1,THE CONTRACTOR IS 713 \ ITEM 304,12)COMPACTED 70 95% ANTI-SEEP COLLAR.MAX.SPACING=15W REQUIRED TO PROVIDE 4'OF COLD PATCH FOR ALL PAVEMENT CUTS. SOD AS REWIRED \ MINIMUM DENSITY IN 6"UFIS .o C-C IN LAWN AREAS. 1 2• ALL OPEN CUTS WITHIN 50'OF AN INTERSECTION SHALL BE TOPPED WITH 4'OF COLD PATCH MECHANICALLY TAMP OR ROLL EARTH \ ' REGARDLESS OF THE TIME OF YEAR. BACKFlLL(EXCAVATED SOIL FREE OF \ STORM SEWER PIPE ANTI-SEEP COLLAR PLAN 3• ALL ROAD CUTS ON HEAVILY TRAVELED HIGHWAYS ROADWAYS WILL REQUIRE 4'OF COLD PATCH FROZEN MATERIAL OR DEBRIS)TO 90R I. MINIMUM DENSITY 1'-8' I.D. (GENERALLY STATE AND COUNTY HIGHWAYS). - TOP OF N0.1 CRUSHED STONE(N.Y.S.D.O.T.ITEM EARTH BACKFlLL 4. ALL TEMPORARY PAVEMENT PATCHES SHALL BE MAINTAINED BY THE CONTRACTOR. PIPE ZONE 623.03 OR 623.12)COMPACTED TO 95X. DENSITY IN 6"MAXIMUM LIFTS(SEE NOTES 5. SHEETING OR SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL.CONTACTOR. 4 I � 1}�� � ( 5&6 BELOW) 6. SELECT FILL(N.Y.S.D.O.T.ITEM 304.12)IS REQUIRED BENEATH NON-PAVED AREAS ADJACENT TO z I 1 ! STORM SEWER PIPE OR CULVERT.(DIA, PAVED AREAS IF THE 45'LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE. H �1 1 rjNARIES) 7• PIPE BEDDING AND MATERIAL AROUND THE PIPE("NO.1 CRUSHED STONE")SHALL CONFORM TO a PIPE INVERT LINE N.Y.S.D.O.T.TABLE 703-4.SIZE DESIGNATION 1,MATERIAL DESIGNATION 702-0201. 1131.0. f OPTTON9L:PIPE BEDDING MATERIAL SHALL CONFORM TO CLASS I,II,OR III AS PER ASTM D r6•MIN. CH WALL(TYP.) 2321. 12L NO SLAG SHALL BE ALLOWED FOR UTS SAW C - �ry BEDDING MATERIAL 1• PAVEMENT CUTS BY THE CONTACTOR WILL BE MADE WITH A SAW,PNEUMATIC SPADE OR OTHER ` , \ 8 CONCRETE OR COMPACTED CLAY ACCEPTED MEANS PRIOR TO EXCAVATION. ifit\ ' ANY BEDROCK ENCOUNTERED ABOVE \( R' y SEEP COLWR.MAX.SPACING-ISO' ' TJ: SCRAPE&TAMP TRENCH BOTTOM FIAT TO 2• FINAL PAVEMENT RESTORATION:THE CONTRACTOR WILL BE RESPONSIBLE TO SAW CUT AN THIS LINE SHOULD BE REMOVED TO I REQ'D GRADE ELEVATION LAWN ARC' ADDITONAL 12'ON EACH SIDE OF THE DISTURBED TRENCH ARE46 SO AS TO PROVIDE A UNIFORM PROVIDE 6'MINIMUM CLEAHMRCE' I .•\% D STRAIGHT EDGE.THE CUT EDGE WILL THEN BE COATED WITH A BITUMINOUS SEAT.COAT AND REPLACED IN THE MANNER DESCRIBED ABOVE DEPTH OF SHEETING TO SUIT FIELD SECTIO UNDISTURBED EARTH.COMPACT TO CONDITIONS 909 MIN.STD.PROCTOR DENSITY � STORM SEWER TRENCH @ ANTI-�' COLLAR SECTION SCALE 1/2'_ ,'-0' NOTES: 1. TRENCHING OPERATIONS SHALT.INCLUDE ALL NECESSARY DEWATERING. 2. SELECT FILL(N.Y.S.D.O.T.ITEM 304.12)IS REQUIRED BENEATH NON-PAVED AREAS ADJACENT TO PAVED AREAS IF THE 45'LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE. 3. PIPE BEDDING AND MATERIAL AROUND THE PIPE("NO.1 CRUSHED STONE")SHALL CONFORM TO N.Y.S.D.O.T.TABLE 703-4,SIZE DESIGNATION 1,MATERIAL DESIGNATION 70-0201. OPTIMA''PIPE BEDDING MATERIAL SHALL CONFORM TO CLASS 1,IL.OR III AS PER ASTM D 2321. 4. COMPACTED CLAY OR CLASS B CONCRETE ANTI-SEFPAGE COLLARS SHALL BE USED IN GRASS AREAS TO ELIMINATE THE POSSIBILITY OF PIPE UNDERMINING DUE TO SEEPAGE THROUGH THE PIPE ZONE(SEE DETAIL RIGHT). S. IF SOFT MATERIALS OF POOR LOAD-BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH.STABILIZATION SFW1 BE ACHIEVIED BY EXCAVATING A MINIMUM OF TWO PIPE DIAMETERS AND EACKFlWNG TO THE PIPE INVERT WITH PIPE BEDDING AND COMPACTING TO 95%DENSITY AS IN NOTE 5 ABOVE PROPOSED HOLIDAY INN EXPRESS HOTEL EENNGGINEER E CORMACM SHALL ACIONNA&euvs�aION TO V60F NE R,Y -� EHsuRE xE/sxE xAs THE FINLL sF.r OF o GH yPV,�N"iERgq 09 f� optima WEUMTRS M ISSUED MR oO STa RCH.Tws *oe o of PLAN Is CURRENT As OF THE DATE T WAS ISSUED. xAx,n.�su.e Sule]OF SUBSEDUERr UPDATES OF THIS PINT Er THE 371 DF ENGMETRD06No<ARMANY � —w DRAINAGE DETAILS T ANSFIEREES THE RIGHT TO RECEIVE SAID = r «v+sDewuw ITHACA NEW YORK 14850 MADA��TPA�, RESPPl5 %TO THE ZN RacDle"' , URMTES,B T PLACED UPDATED ONSH xR1cx 030634 a W.PEn DIr cnlWaFrs yxt/T4 D 1 MMEBISSUED FOR CONSTRUCTION AS THESE MAY '� P\' CHECKE BY.AVr D BYD. .OST SHEET DUTER FROM PREVIOUS PLANS ISSUED FOR PERMR OAE59tON REV,PER CRY CWkN15 1/94/14 r� STAMP SEAL MED FAR Sew/S1re PLAN TV. 10/15/13 JOB/13-288 C—L.3 L;__':R G A NgA1NC4(F¢LOAN Z OF ME fa'lC li%M SiAIE FIM1IGIIQ4 V.V FOR ANY T—,1[IIIIS ACTING U-N ME T—T.OF A TO klEil 114—"AY. ON fiFGl510 1'MOI THE TILL 4 A IR£i✓9D I.9p41FLT G.1 PRRIDIfRLLt FN WI•3li Rl5&II!/FIIFA i i TOP Of GRATE SEE LANDSCAPE PLAN& (RIM)ELEVATION . DETAILS FOR PLANTINGS RAIN GARDEN(VADTH VARIES) j EXCAVATE EXISTING SOIL&REPLACE PAVEMENT SURFACE TO BE FLUSH MAX.PONDING LEVEL=593.00 WITH FILTER SOIL WITH RIM OF GRATE.TREAT INTERFACE THE JOINT BETWEEN THE MANHOLE FRAME MEDIA(5OX SAND,25Y TOPSOIL (YARD DRAIN RIM 25%LEAF COMPOST,<5X CLAY). OF RIM AND PAVEMENT WTIN AND THE CATCH BASIN STRUCTURE TO BE FOR OVERFLOW). A WEED-FREE MULCH LAYER IS COAL-TAR EMULSION MADE WITH AN APPROVED COMPOUND RECOMMENDED.MIN.IN-PUCE SUCH AS DEWITT#10 DURASEAL 3101. PERC.RATE-Yt INCH PER HOUR. PIONEER 301 OR APP.EQUAL FINISHED GRADE 4"DIA.KNOCK-OUT FOR SUBBASE DRAINAGE(TYP.ON ALL SIDES OF CA EXCEPT WHERE F D TO CURB)LAWN 1V u ul� P/ AREAS,OR ft00F DRAIN INLETS 4"ABOVE PIPE 9'� rc... Y: . r - i F F.__ 12'x 12'WASHED SCREENED TYPE II �, F �Iri 4"MIN.TOPSOIL � _�� -�.�i1��(,�E. _____ WATER-TIGHT SFAI.AROUND PIPE WITH 3'-0' r• -605.10UNDER RAIN FILTER(N.Y.EQUAL) T. y y. EXIST.SUBCRADE \ _-- ITEM 605.10M T APPROVED DRAINAGE _,qTy ylr�L}� BUTYL RUBBER AL RING STRIP FOR PAVEMENT SUBBASE DRAINAGE 4'BELOW PIPE J .7t (WATENSTOP)SEALED WITH NON-METAWC • NON-SHRINK GROUT(EUCLI "NS GROUT r r �'i v�r -vimy•rev--y� 4"DIA PERFORATED' P'p$ ^' OR CK OR MORTAR.011850 OR APPROVED EQUAL).DO NOT A MIRAFI 14ON FILTER FABRIC PVC PIPE BOTTOM OF RAIN GARDEN r WRAP AROUND TRENCH �' °' 6 OVERFLOW _ _ 10'-0"1YF'. ELEV.= 391.50 T ^r L WRAP UNOERDPAINto r 9-1 SECTION WITH FILTER FABRIC1(MIRAFI 140NOR _ _ -0 D U - NEENAH R-4832-8 FRAME&GRATE "i --_ _RAIN GARDEN DETAIL ^ - (OR ARPROVED EQUAL)CONFORMING - I-t -i-F1 12"MIN.1VASHED SCREENED TYPE II 6' VARIES 6TO ASTM A 536-GRADE 60-40-18 I SCALE 1/2"=1'-D -UNOERORAIN FILTER(N.Y.S.O.O.T.� L ITEM 605.1001 OR APPROVED EQUAL) VARIES SUMP TO BE MAINTAINED INSTALLATION INSTRUCTIONS: FOR PAVEMENT SUBBASE DRAINAGE BY OWNER/TENANT -'� 1. THE UPSTREAM SIDE SLOPES OF THE RAIN GARDEN AREAS 9. THE RAIN GARDEN SOIL MIXTURE SHALL BE A UNIFORM MIX, SECTION l II ASPHALT PVMNT.TO BE FLUSH SHALL BE STABILIZED AS NECESSARY BEFORE THE FREE OF STONES,WEEDS,STUMPS,ROOTS,FROZEN NOTES: 12"DIA CORE IN CATCH BASIN L� WITH RIM OF GRATE. EXCAVATION AND CONSTRUCTION OF THE RAIN GARDEN. MATERIAL,OR DEBRIS. FLOOR BY PRE-CAST MARUF. 1.USE KISTNER MODEL CB-2454(OR APPROVED 2'-2" 2. ALL WORK SHALT.BE CARRIED OUT IN AREAS FROM RUNOFF 10. THE OWNER'S ON-SITE GEOTECHNICAL ENGINEER SHALL. EQUAL)PRE-CAST CATCH BASIN. OR GROUNDWATER.PUMPING SHALL BE USED IF NECESSARY INSPECT FILTER SOIL MIXTURE AFTER PLACEMENT IN THE ET CATCH BASIN DAIL A� PLAN VIEW TO MAINTAIN EYCAVATIONS FREE FROM WATER DURING THE TRENCH TO VERIFY IT IS NOT COMPACTED SUCH THAT ITS 2.TYPE If UNDERDRAIN FILTER SHALL CONFORM DURATION OF THE CONSTRUCTION. INFILTRATION RATE IS NOT LESS THAN)4 AN INCH PER TO N.Y.S.O.O.T.TABLE 703-4,SIZE j HOUR. DESIGNATION 1A(OPTIONAL USE WASHED IF NECESSARY,ADJUST GRATES TO FIN.GRADE WITH KISTNER 3. EXCAVATE THE RAIN GARDEN TO DESIGN DIMENSIONS SHOWN SCREENED PEA GRAVEL(N.Y.S.D.O,T.ITEM MH-RR6(OR APPROVED EQUAL)EXTENSION RINGS.(A)THE IN THE SITE DRAINAGE PLAN.EXCAVATED SOIL SHALL BE 11. PLACE SOIL MEDIA IN TRENCH AND SMOOTH IN PLACE TO 623.01 OR 623.10)CONFORMING TO JOINTS BETWEEN THE C.B.STRUCTURE AND THE EXTENSION REMOVED FROM THE TRENCH AREA AND DISPOSED OF AT AN FINISHED GRADE USING BACKHOE BUCKET WITHOUT TAMPING N.Y.S.D.O.T.TABLE 703-4,SIZE DESIGNATION. APPROPRIATE OFFSITE LOCATION,OR ELSE PLACED AS FILL OR COMPACTING.HEAVY EQUIPMENT AND TRAFFIC SHALL BE RINGS SHALL BE EXCEED IN PLACE,(B)THE E TOTAL ELSEWHERE ON THE SITE IF T DOES NOT CONFORM WITH RESTRICTED FROM TRAVELING OVER THE RAIN GARDEN TO 3.FOR HANDICAP ACCESSIBLE PATHS GRATING RINGS SHALL NOT EXCEED 6"IN THICKNESS.THE TOTAL FILTER SOIL MIXTURE REQUIREMENTS. MINIMIZE COMPACTION OF THE FILTER SOIL MIXTURE OPENINGS SHALL NOT EXCEED)4"IN ONE NUMBER PLACED SHALL BE LIMffED TO 2 OR A MAXIMUM OF 4. BURIED DEBRIS,VEGETATION,AND BOULDERS SHALL BE COMPACTION AT THE SURFACE OF THE FILTER SOIL TRENCH OIRECNOS GRATING OPENINGS SHALL BE 12"IN HBCNT. COMPLETELY REMOVED FROM THE TRENCH AREA LARGE 12. CAN BE ALLEVIATED BY TIWNG WITH A CHISEL PLOW, PLACED C THAT THE LONG DIMENSION IS TREE ROOTS IN THE TRENCH AREA SHALL BE TRIMMED RIPPER.OR SUBSOILER TO RE-FRACTURE THE TOP 12 PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL j FLUSH WITH TRENCH SIDES IN ORDER TO PREVENT FILTER INCHES OF SOIL BEFORE PLANTING. FABRIC PUNCTURE OR TEARING DURING INSTALLATION.A CERTIFIED TREE SURGEON SHALL TRIM EXISTING TREE PLANT VEGETATION AS SHOWN ON THE SITE LANDSCAPE CANOPIES TO MACE THE AMOUNT OF TREE ROOTS 13. PLAN AND DETAILS. REMOVED. 5. FOLLOWING THE EXCAVATION THE FILTER FABRIC SHALL BE PLACED IN THE BOTTOM OF THE TRENCH.FILTER FABRIC MAINTENANCE AFTER CONSTRUCTION: SHALL CONFORM TO THE FOLLOWING CRITERUc >AS.T.M.D-571 PUNCTURE STRENGTH:125 Ube >AS.T.M.D-1117 MULIEN BURST STRENGTH:400 PSI 1. THE RAIN GARDEN SHALL BE INSPECTED AFTER EACH SPRING >A.S.T.M.D-1682 TENSILE STRENGTH:300 Ibs THAW AND AT REGULARLY SCHEDULED MAINTENANCE >E.O.S.:0.08'(OF 180 SIEVE) INTERVALS.DEBRIS SHOULD BE CLEANED OUT AND DISPOSED ! >FLOW PATE:125 GPM PER SQUARE FOOT OF. 6. THE WIDTH OF THE FILTER FABRIC MUST INCLUDE 2. THE OVERFLOW STRUCTURES ASS BE INSPECTED SUFFICIENT MATERIAL TO ENSURE 12-INCH MINIMUM TOP REGULARLY TO INSURE 7I1AT GRASS,MULCH,OR DEBRIS IS OVERLAP.WHEN OVERLAPS ARE REQUIRED BETWEEN ROLLS, NOT BLOCKING THE GRATE OR OUTLET PIPE INSIDE THE THE UPHILL ROLL SHALL LAP A MINIMUM OF 2 FEET OVER OUTLET STRUCTURE THE DOWNHILL ROLL IN ORDER TO PROVIDE A SHINGLED 3 WEED AND WATER THE PLANTINGS AS REQUIRED BY THE EFFECT. PLANTING VENDOR'S INSTRUCTIONS. 4. IF NECESSARY OCCASIONAL REPLACEMENT OF PLANTS, MAINTENANCE DURING CONSTRUCTION: MULCHING,AND THINNING CAN BE DONE TO MAINTAIN DESIRED APPEARANCE. 1. SIDE SLOPES SHALL BE INSPECTED WEEKLY AND AFTER 5. REGULAR MAINTENANCE OF THE RAIN GARDEN SHALL BE THE EVERY RAINFALL EVENT FOR EROSION AND FORMATION OF RESPONSIBILITY OF THE PROPERTY OWNER. RILLS OR GULLIES.ANY SHOULD BE REMOVED,AND THE SIDE SLOPES RE-GRADED AND RE-SEEDED AS NECESSARY. 2. IF EROSION CONTROL BLANKET IS USED ON SIDE SLOPES REPAIR T IF T BECOMES DETACHED OR UNDERMINES ANYWHERE ALONG THE SIDE SLOPES.REPLANT AND RE-SEED ANY GRASS AS NECESSARY BENEATH THE EROSION CONTROL BLANKET BEFORE REPAIRING OR RE-INSTAWNG. THE ABOVE SHALT.BE THE RESPONSIBILITY OF THE 3. CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE DESIGN OF NEIy cq PROP0SED HOLIDAY INN EXPRESS HOTEL ENSURER E%HE AS THEOFI G C ET OF DESIG TO F� ,TEqO ENSUE HBEFORHIS TKE FINALSETTRCTION gDOWUFNB ASISSUED FOR CONSTRUCTION.THIS 371 ELMIRA ROAD PVN IS DPAE TAS OF THE DAM 9 ISO ED. f' ]19s uxm Es"M9oI SUBSEWENT IIPDARS OF THIS PLAN BY THE _ RUNab,Nm YaNfe:,. TRANS DIGS THE AFFORD My DRAINAGE DETAILS, Pm.,".R,Fr oo UPDATES.BUT ILA S THE 10 RECEIVESPONE LIT � 2 Fac R,9lE,wnu UPDATES,BUT PULES THE BmPONSiBINY TO THE yN T H R C A, NEW Y O R K, 14850 OR MU E TO°BONS D CONSTRUCTION FUNS YM GH F° DgUODA �� �. «� 9,E1/11 SHEET ARE"U" FOR CONSTBIICIION AS HEST:HAY DRAVYN BY:AVr DIFFER FROM PREVIOUS PLANS ISSUED FOR FDwR �GfESSIQNP' LEY.TER CITY CoAmmi5 1/3N/14 CHEC■KED BY:DST /Y�!]"A STMIP SFAI. BSIED TOR SEOR/SE PVN REY. Io/Is/ta JOB r 13-288 lA G Y PrA<NM IT IS A V.WON OF EE000H 7209,SUWMRON Z OF RE HEN TOFIf STATE EDUC-I W,RN AYY FN99iH,IIHLF55/C(INC LAMER THE DRECIIDN G'A U-O AF(HIIELT OR fFDFS10lUL m'LLYFE,,T-III NO'T!AY.Fw15,EFEGlG11CN5,OR f O�sR 10 f.5fo1 nlE sJ1 OF A 4C75m I.9C191FLf OR FF"El:OW1 ENGNFpi WS fim]I/POLED. NOTES 1. FOR RYS04CE INFORMATION SEE TOPOGRAPHIC 23. A CERTIFIED B4CI6 OW PREVENTION GEODE IESIER I VI g = 11 I BOUNDARY SURVEY PREPARED BY T.G.MILLER DATED RETAINED BY THE OWNER SHALL APPROVE AND \V-\V AUGUST 21,2013.AND IDENTIFIED AS JOB NO.S13-605 CERTIFY SATISFACTORY INS AL ATION OF THE DEVICE "+ 'VI- INCLUDED WITHDED THIS SET OF SIZE PLANS, WTHIN 45 DAYS OF THE INSIALIATION.THE COMPI.LIED DOH-1013 FORM SHALL BE OJENYTNED 2. FOR REFERENCE ALSO SEE EXACT UTILITY CONNECTION TO THE NEV YORK STATE HEALTH DEPARTMENT AID N 1i5 J I i LOCATIONS AND DEPIHS ON ARCHITECTURAL,MECHANICAL, CITY OF ITHACA WATER DEPARTMENT V47HIN 30 DAYS Y �+.sa•r PAYWnc I 11 RECITIM H.VAC.,MD PLUM31NG PLANS. OF TESTING THE DEVICE _ VI VI I 7 LOYAL ORDER OF THE MOOSE666(R.O.) ---_- I 8401347 I 3. HOSTING SERVCE UTILITY CONNECTIONS TO BE ABANDONED 24. AN PNNlY1 TEST TO CERTIFY THE DEVICE MEETS THE / OR DISCONTINUED SHALL BE SHUT OFF BY THE REQUIREMENTS OF AN ACCEPTABLE CONTAINMENT p 1 1 I B C RESPECTIVE URLITY AGENCY PRIOR TO THE START OF DEVICE SAL.BE DOMftEIED BY A N.Y.S.CERTIFIED = 11 11 11 s� TOP OF NAIL HEAD PARK. TESTER ON A YEARLY BASS AND SUB\4NED TO THEPOLE=396.2' _�--•� -- i�' 1 NEW YORK STATE HEALTH DEPARIAIFNT AND CITY OF £ I 1 1 4. EXISTING UNDERGROUND UTILTY LINES TO REMAIN WHICH ITHACA WATER DEPARTMENT%MN 30 DAYS OF 1 Ylt�:2kl PRE UNCOVRED BY EXCAVATION SHALL BE ADEQUATELY TESTING THE DEVICEW 390.22SUPPORTED AND PROTECTED DURING EARTHWORK ACTIVITIES. 25. THE GAS SERVCE PROMOS SAL.SUPPLY,INSTALL, C E B.TO RECEVfA NEW ST M OWN,AND MAINTAIN THE NEW GAS NETER THE 5E} AD WATER-TIGHT 5. THE CONTRACTOR SHALL PROVIDE SLED0 THROUGH NEW SERVICE PROVIDER SHALL A M TAP,INSTALL,AND AR D f E((I(E,IIt7H BU RUBBER 0-R(G REYI �-+�114 0 0.54T, -TT NEW C.B. 2 t FOUNDATION VUNLS AS NECESSARY FOR PROTECTING OWN THE NEW SEMCE LINE FROM MAN TO NEW IF ATF,RSTOP) EALED WITH NO i't kJ-392Vf4 RIM 3912.70 Imo- _ EXISTING AND PROPOSED UTILITY UNFS. METER.CONTACT THE SERVICE PROVDR FOR �� '�°F INV.389.39 391. .�INV.380. a J);' TYPE'A• GHT w I MET C NN-HRINK ROUT(kUCLID' B8 I INSRriG"IIOINS INSTALLATION maRGwTIQv, GRO DEB 50 R 0-E44N ..D m o ITNN. HEW 6 $� \• -�__ N isS-� pp IL•;: 6. EXISTING WATTIINES NO LONGER IN SERVICE SHALL BE INSPECTION APPOINTMENTS,PERMIT APPLICATIONS, 1 0•Nb � ���i C''t ®2.487L I _ ''O IF t$f c' cm:F:pp1 F'•� FIELD VERIFIED,DISCONNECTED,CAPPED,AND ABANDONED AND FEES. g IN PLACE AS DIRECTED BY THE CITY OF TWNA WHIR19 TYPE'B"U I`:., ^✓�'{ DEPARTMENT.GAL 274-6596 FOR INSTRUCTIONS NA 26. THE ELECTRIC SERVICE PROVIDER SHALL SUPPLY w' 1 1 �':t NIOV07NR NIOV _ , �.`'•: PROCEDURES. THE NEW E1.EC RIC METER.THE EECRdC 1 T I cozy`.s'a' d UG OI ' :• I ONINBtld 0 CONTRACIOR SKILL.INSTALL THE NEW ELEGRC - 7. MANTAN A MIMAIJM 18 INCHES OF VERTICAL SEPARATION METER AND ELECTRIC CONDUITS IN COORDINATION 1 11 INN.3$9.30E BETAHEN THE OUTSIDE DIAMETER OF NEW WATER.INIS WITH THE SETMCE PROVIDER.TIE SERVICE PROVIDER ( ' ''?a +- 'D"'.O'.`'`�r:, ^•.T- "`-._ _MRD, AND THE OUTSIDE DIAMETER OF SANRMRY SENSE PIPING. SHALL ALSO TAP THE NEW SEMCE TO THE EXISTING 1° 1 •'.t „yA' �=h�•�_ '•:OGH Typ 1 `�• rpTA1 ,\' :'��f'�.u. �sasF'roa - UIIUIY POE THE ELECTRIC CONTRACTOR SOUL 1 EY IY'GAS CE 24'IMIN T t FPS ��-,••: I TYPE•C" INTj� -�y f: B. MAINTAIN A MIMMUA 10 FOOT OF HORIZONTAL SEPARATION LEAVE ROUG1 IWRE TO FF1MI1 THE SECONDARY COVER.EXA SC IT E .. 1`� -� =�1 �1.81 'Y BETWEEN THE OUTSIDE DIAMETER E NEW WATEIJNIES BUSHING OF THE NEW POLE-MOl1NIED i M RW, }ION p 1 NEW KNOX KEY BOX W -!A.,• AND THE OUTSIDE DWlEIE OF SANITARY O2 STORM TRANSFORMER.CONTACT THE SERVICE PROVDR FOR A ISVCE PRR,,iV. C. 1 4�+ .<.. L Oil G SEVER RPING. INSTRUCTIONS,INSTALLATION COORDINATION, 113"O p�D. XCA16.4N. •. INSPECTION APPOINTMENT%PERMIT APPLICATIONS, }77 I E'-�' .''11•' AS flE0'0 BY SECT. ��®p.\ LF o'.:;: 505.1 OF NYS FIRE CODE Dy �yJI 9. THE CITY OF Tf4AA WATER ORMOMEM SWJl PERFORM AND FEES, I V" ,YYPE"C GTi� :.t o TE NEY AN. TRA NEW GAS METE >.=Mwr�srvty uc ALL WAIT LINE WORK FROM TAP IN POINT ON THE 1 \C 1 Q WATERAWN 1D THE VALVES ON THE RIGHT-OF-WAY LINE. 27. THE OaVTFL1CI0R SHA1 MAINTAIN A MINIMUM 12' = 11 IN EXIST{SAN.LA RA !: BY SVCE PROV. - !%) NEW C.B. 3 VERTICAL SEPAR41ION DISTANCE BEIWEFN E ISTNG 11 � I 1 z Y 0 �� ,I�S� TNV.390.58 10• /S PER SECTION 111.1 OF THE NEW YORK STATE CAS AND BE_CTWC LINES AND NEW WATERI VICI 0 UST. TRAL"ICI 1 t NEW 2'TYPE K COPPER FF.=393.85 �' I BUILDING CODE,ALL NEW GAS,TELEPHONE.CABLE N, STORM.OR SANRARY SEWERS All.NEW )5 DOMESTIC WAIT G I O 1Y'�IFY A DR SIZE, 1 yE GS AND F7FCTIGL UIILTI6 SHN.L[E DESIGNED,SIZED, UNDERGROUND UTILITIES SHN1 PASS BREATH 1 ON01EF�,jurA RIOT O nE-I 1 :�.�'" SERVICE}B LF.®y I (�' AND INSTALLED BY THE RESPECTIVE UTILITY AGENCIES. EXISTING ELECTRIC MD CAS UNFS UNLESS CONSENT = 1 1 VI I 11. ALL NEW WATER LINE PIPING SOUL BE INSTALLED WEIR EASEMENT OMER MSE OVEN BY THE SINCE PROVDR OR 1 �=�1 t WATTS 7D9-OCOA ON E TYPE'C'UGHT�'`U^:�:•:C U T SPRINKLER RISER NEW 6" D ® "A" x I ASDABNf OWNER 1 I 1 NEW NEW 2' ry- `�\' ; A MN.4N-G'(54 IN"DEPTH OF COJEL ANY -�_ �i I MECHANICAL JOINTS ON WATEMINES(IF USED)SNAI.BE 28. THE GI CONTRACTOR SHALL PERFORM ALL I 1',✓+iI II �1 � ,,t ' WATER METER(BY CITY OF J-,:: TYPE"B"LIGHT yy � � V A MADE IN CONFORMANCE TO ASTM D 3139 OR AWWA APPUC48 E TESTS AS REWIRED IN THE N.Y.S. 1 r+P1' ITHACA WATER DEPT.)h 2• TYPE'C"LIGHT 1 WATTS 009M20T RPZ E LIGH C111.JOINTS BETW'fIIN DIFFERENT PLFlNC MATERIALS PLUMBING CODE SECTIONS 3122 THRU 3129 AND s 11 �y E'C ��' 1 YQY V�1 BACIOT.OW PREV.OENCE IN t - NEW Y.D. 'SHALL CONFORM TO/STAID 1869 OR ASRM F 477. AWWA C600. NE 6 8" BY C TY F-r N W. t MECH.ROOM. - I.;:'� 1F2 OF MA A WA R DEPT. I = RIM 393.00 12. THE NEN COMBINED WATER SERVICE LINE S44L BE 29. ANY YAWN FIID DUCTILE IRON WATERLINE PIER SHALL 1 I,R I �IP X �,;® .391.00 INSTALLED AND OWNED BY THE CITY OF RTW'A WATER BE JOINED TO FLANGED FRANCS USING UN141ANGE p I � NEW 5'STORZ FIRE DEPT, : I DEPARTMENT UP TO THE RGHT-0E-WAY UNE.THE UFMOO ADAPTER FLANGES OR APPROVED EQUAL. I W f Na .V'::`1 (SIAMESE)CONNECTION RQAANINC WATERINE AND FIRE PRGIECIION SERVICE i W 1 1 n t W-36 ABOVE FIN,GRADE ON {1 "LIGHT I 1 p FACE OF BLOC.FACING STREET 11 ����• 12• I UNE(INCLUDING WATE THE NEW VALVES AND VALVE BOXES) 30. DUCTILE IRON WATERLINES WITH MECHANICAL JOINTS 1 O 1 SiPLL BE INSTALLED BY THE CONTRACTOR AND SHALL R RESTRAINED USING UN-RANGE SERE f 1 I I WITH APPROVED 9GNA(F,FIRE 14W OR SERIES 1450 RSTPANES OR APP OI 1 1 N a 1 m t ALARM STROBE,A'SPRINKLE PRIVATELY OWNED AND MAINTAINED. y \ EQUAL L 1`IM b 1 t BF1L PR CITY FIRE MARSHALL �a:••: A a,,�,'°;SE•'"� I OP CUT�OR BORE ENFA �n'" - TYPE'B' CHi I 11 THE FIRE PROTECTION LINE SHU BE INSPECTED, o - ,: I ': TESTED,AND AWNTNNEO IN CONFORMANCE WITH NFPA 31. ALL JOINTS OR JOINT SYSTEMS FOR NEW STORM = IR,4 R�DRAY CITY RT 1 1 W 6 D..,.:'. BINED I TYPE'C'U(}HT `i s 3 NEW a PVC SCH.80 CONOU I/i N 25,AS PER SECTION 50815.3 OF THE NEW YORK STATE SEWERS SWJl BE SILT TIGER,AND SHALL RESIST 1H£F 1 1 YY�ATR R 1..t}69 LF. 'I,:::: ��FOR FIRE CODE. INFILTRATION OF SOIL PARTICLES THAT PASS TIE NO. ' 1 1 TYPE•C LIGHT y EEC.,CAN,&111E 36' 200 SEVE IF GEOTEXTILE WRAP IS SPECIFIED FOR 1�, 11 1 <_,1 yCOVER. I;z 14, THE NEW RPZ 84!KFUOw PMENT10N DEVICE SOUL BE USE IN JOINTS,IT SHALL MEET AA9D0 MZB0,WITH 1 `, PFWATELY OWNED AND MAINTAINED. AN APPARENT OPENNG SZE(ADS)OTFATER THAN o 1 1 x A-_go E,fC"UGH 1, \/ I 70.ALL JOINTS OR JOINT SYSTEMS FOR SANRARt' = 11 I m. sss:sJOo' :' INV.391.69 j-�'�nwx wz mrcE IY I I 15. THE NEW WATER METE SHALL BE SUPPLIED,INSTALLED, SEWERS OR LATERALS SHALL BE WATER TIGHT TO 1 E INN.39.62(N 87 NEW 6"PVC\ / OWNED,AND MAINTAINED BY THE CITY OF THAI WATER LIMIT LFANCE TO A MAXIMUM RATE OF 100 GALLONS � 1 N 13,O 1.52x�Y•:��"�� rn LAlSTING DEPARTMENT. PER INCH-IXAhIER PER MILE PER DAY. 0 E BT RECFNEY RM �!' _ s FR wA ncHr B• BUILDING <�W 16. ALL NEW WATER SERVICE UNES SOUL BE DISINFECTED 32 THE CONTRACTOR SAL LOCATE ALL UNDERGROUND ARC YID Pd E TTL B RU R 0- G ' `'i.1 -::..: ::'•E"C'LID �e�'erery`'A"'0 J N0.654 �\ W IN CONFORMANCE WITH AWWA SPECIFICATION C�i.51 CONDUIT TO PARKING IfJT LIGHT FOES,ACCENT IP(WA OP)SFAIFD)WITH N .,: }:•' NEW TRANSFORMER PAD. RE-ROUTE EXIST.WALE W PRICER TO 7FE BEGINNING OF SEMCE UP-l1GFIIING,MONUMENT SIGN,AND WATER FEATURE MET C TN 14-§ NK ROUT`UCUO Y ?.', C LIGHT SIZE$TRANSFORMER BY SEHCE BY CITY OF �\ R INN.391 0 SVCE PROV. ITHACA WATER DEPT. ElECEPoC BOX IN COQTGNWTION WEIH THIS PLAIN IN GRO OB 58 SAP OVED DUAL). _ INVc 39 1,\ 17. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY THE SHORTEST,MOST CONV4DNIENT,MD 9 1 vi OT RICK O i MORT ,• UTILITIES NOT SHOWN(Xd THIS RAIN OR ANY COS-UTECIIVE ORENTATION POSSIBLE NOT 1 I ACCIDENTAL RUPTURES DURING EXCAVATION OR CONFLICTING WIN EXISTING OR PROPOSED Y I 1 msr.caY 5 S_T MONKMAN R 0. CONSTRUCTION. UNDERGROUND UTILITIES SHO'MN ON TUTS SHEET, CI FORE DR ENTREE Pnxo° _-SS_SIT - •cuP..,Y=s• 2506/7096 ) ,�\ 'SS 18. ALL NEW SALIIARW SEWIM SHALL BE PVC(S)R-35) P PRO CT EX. DOTS 1 ---{`W" � p 5 33, ANY FUTURE LANDSCAPE IPoICATION SYSTEM SHALL BE ' 1 N 1 a u.P. NEW YD.f1 FOR 'I_ AND SHALL CONFORM TO ASIM D 3034,ASTM D 2665, DESIGNED BY OTHERS AND INST41M DOWNSTREAM IN 1 IV, RAIN GARDEN FORRFLOWa OF THE NEW WALE METE AND B4G619,Y r RN 393.00 SS ASTM D 2949.ASTM F 891.CIA BI822,OR o 411 I 1 55 CAN/CSA-B182.4 STANDARDS.Nl NEW SAJEMRY EVER PREVENTION DEVICE x 1 1 1 INV.391.0 _.3s FILINGS SHALL CCNFQRM TO ASTM D 2661.ASTM D 1 1 I 1 o.,P T � S_ 3311,ASIM F 628,OR ASTM D 2655•ALL 34. THE CONTRACTOR SWNL fg flFSPONSBLE FOR PAVING I N 1 1 55 ALL NECESSARY FEES AND OBTAINING ALL NECESSAR( FITTINGS SHALL CWOF H TO ASIM C 55C PIPE AND PERMITS PRIOR TO THE START OF OYNSMUCTDN. II 1 In ,U' I CONTACT C R&M REALTY 377 LLC(R.O.)CITY OF ITHACA OEPIRIAONT 1 1" 1 Arc 19. JOINTS BETWEEN DIFFERENT PIPE MATERIALS SAL BE (274-6508),TFiMA WAITER AND SEWER DRMMIINT 11 1 11 1 500928-007 \ MADE WITH A CONNECTION CONFORMING TO ASTM C 425, (274-596)MD THE NEW YORK STATE DEPMRkNT .z 1 1 I ASIM C 443,ASTM C 564 ASIM C 1173,ASIM D OF TRANSPORTATION(756-7072)FOR INSTRUCTOR% 1869,ASTM F 477,CAN/GSA A257.31M,OR CAN/CSA PFRLAT APPLICATIONS,AND FEES.8602M, LEGEND 1 " \ I 20. ALL NEW DUCTILE IRON WATERJNES SOUL BE CLASS 51 �� E NEWELEC., TELE., & CAN CONDUITS ❑w EXISTING CATCH BASIL SITE LIGHTING SCHEDULE MINIMUM,AND SEAL.ABET OR EXCEED THE LATEST ANSI -T T- EXISTING TELEPHONE UNE NCB NEW CATCH BASIN SS N -T T NEW TELEPHONE LINE TYPE SYMBOL QUINTRY DESCRIPTION I /AW1W C151/A21.51 OR C115 SPEOFlGYTIQVS.AS -G G- EXISTING GAS LINE s W NEW WATER VALVE RIB ALE04T78 x 2®18O LIGHT STANDARD ss SS AMWELL AS E NSFCa 61,10 AR LIE IRON WATEd1NE5 E%ATI -G G- NEW GAS LINE DUAL-HTOMD FIXTURE.MAX,HEIGHT=25 FEET A150 BE CEMENFMORTPfR LINED IN COINFORMALNCE WITH Ow EXISTING MANHOLE "A �'♦� 3 ABOVE FINISHED GRADE.BACK-BACK ARR. N _ss AWAVA C104, -W W- EXISTING WATER LINE r•YT NEW YARD DRAIN 5458 LUMRS,545.E TOTAL WATTS SITE UTILITY PLAN �5s -WW- NEW WATER LINE o EXISTING UTILITY POLE 21. ALL NEW WATEIINES,VALVES,AND APPURTENANCES -E E- EXISTING ELECTRIC UNE k{ EXISTING LIGHT FIXTURE RAS ALED4778 LIGHT STANDARD.SINGLE-HEAD SCALE:1"= 20'-0" ss_ THAT ARE IN CONTACT WITH POTABLE WATER SAL BE -E E- NEW ELECTRIC LINE �-S NEW LIGHT FIXTURE "g• ♦� 3 FIXTURE.ANC.HEIGHT=25 FEET ABOVE SS NSF/ANSI 61 CERTIFIED.ALL DUCTILE IRON PIPE -OH----OF- EXISTING OVERHEAD WIRES FINISHED GRADE.SINGLE ARR. FITTINGS SHALL CONFORM TO AWwA CI70 AND C153. _Oil EXISTING CLEAN-OUT SS- SS- NEW OVERHEAD WIRES .00 NEW CLEAN-OUT 5456 LUMENS.272.7 TOTAL WATTS 0 20 40 80 -SS SS- EXISTING SANITARY SEWER RAB FFLED18N BUILDING UP-UGHT. 22. ALL NEW ROOF DRAIN LATERALS SHALL BE PVC ��S.-" NEW SANITARY SEWER •ro NEW YARD DRAIN TINGLE-HEAD FIXTURE.MRR NO HEIGHT= fl W �m (SDR-35) CONFORMING TO ASIM D 2729,ASTM D "C' • 18 30M,ASTM F 891.CSA-B1B2.2,OR GN/CSA-B7824. -ST ST- EXISTING STORM SEWER GROUND LEVEL SINGLE ART, ,A�IEAieic mm Im swLAufftmsitan un ALL NEW RIPE SIO3M SEWERS SAL CONFORM TO -ST ST- NEW STORM SEWER 1278 LUMENS.379.1 TOTAL WATTS Dm9D N 71E OR'ff GIPG1 ASTM F 405 AND AAS TO M294. --ST----'�"- PERFORATED UNDERDRAIN ROTE' -RO -RD- ROOF DRAIN LATERAL ALL LIGHTS TO BE PROVIDED W/ADJUSTABLE HOODS TO CONTROL LIGHT SPREAD AND DIRECTION SO AS NOT TO CREATE ANY NUISANCE TO ADJACENT PROPERTIES ETM1IpNFFR eFFORE IX VG ll(NIAC TMwNSlm�iO N TO .\GN 'OF NE r PROPOSED HOLIDAY N EXPRESS HOTEL ETGDRE H 'SHE HIS THE RNAL SET°F°ESGN l4 TEgq p9 I- �•r o ti ma PLAN IS CS AS ISS'Jm FOR CTNSTAICfITN.MIS *2•' 9C `] ° PLAN IS W WGM AS K WE M1E R ALAS ISSUED. 371 E M RA ROAD BUH�BB°°��°F THIS° HE = r¢ SITE UTILITY PLAN °'SIGN mGNEET DUES NOT ARE AMfY �_-// 9uneb,XnMYUF,•zia 1TULSFB✓EFS TILE PIGIIT TO RECE7IE SVU N � �/�Pnme:RtAl eowe°A UP0.1T5,BUT PLACES THE RESPGN519DIY iT THE NEW YORK, 14850 T�B�FO OBTAIN TPOA ED NNKH Fo 080654 4= REV.Pm C R COIF 5 1/21/II �Ii16I°'SHEET ITHACA, oUFFT�FO Y P 1NWS PUMIISL rs�sUm�rvn Pmurt pg0FES610NP� ­,OmDRAWN BY:AVT OR au IV.m cm' t/n/t4 CHECKED BY:OST STAMP SEAL Ismm'TR avR/mE PLW IU.V. to/IG/ta JOB/13-288 C-3•� YWEPXG R 6 A lT]NTIN EF gLTION DATER,9J60fM19G4].OF TIE IEIx IOW(STATE FDJGiNYI IAIP TOR AW f94Y1,IIIItfSi AcnXO NA1RI TIE OiLL00GI EF A ENl]3D IAOIfRLT OR fAOfE9GLM1 EXC9IEFT4 TO N.TT 111/VP WAY.WNIS SPVritNTGxS,Oft f9gltR TI NIEW TIE SF/L OF A UNiSID IAGAIELT OR PROFWGW.FNCHffl1 INS&FIT ARTF0. 4"MIN.TOPSOIL NON-PAVED SURFACES PAVED SURFACES CONFORMING TO N.Y.S.D.O.T. SECT.713-01 SEED OR SOD AS REQUIRED. i {TIP TRENCH AYMENT WIDTH) COMPACTED SELECT BACKTILNTERUN. • MATERIAL TO EXISTING GRADE ) PAVEMENT REPLACEMENT OFF EXISTING UTILITY PIPE IN KIND UNDISTURBED FARM I O.D. 12'MIN. i y SPACING AS DIRECTED BY \ �^ ` UTILITY AGENCY OR SVCE "� - J '• . .. > LIc;6rrgzEO EARTH PROVIDER \ EXISTING SEWER OR CO DU NEW WATERLINE •' raj'2) m U DETECTABLE WARNING TAPE, �—_____—_______ r, r 18'BELOW GRADE29 r SELECT FILL(N.Y.S.D.O.T.REM PIPE BEDDING MATERIAL TO MECHANICALLY-TAMP OR ROLL .'�J�D� ) UNDISTURBED OR COMPACTED "d"'>� \ ' i.i REM MINIMUM COMPACTED TO CENTERLINE OF WATERLINE EARTH EACxnU-FREE(EXCAVATED - i\ •� ,r 95R MINIMUAI DENSITY IN 6' SOIL FREE OF FROZEN r. ii >` %y MAX.LIFTS) EARTH .�"•`:� MATERIAL OR DEBRIS)TO BSR — - - -- MINIMUM DENSITY. fy " - — MECHANICALLY-COMPACTED �• CONCRETE SAND(AM C-33) PIPE CROSSING DETAILS CUSHION AROUND CONDUITS/ B PIPES SCALE 3/4"= 1'-D" v A- §1 NOTES: l� Y���w �j�y�.;`; NEW ELECTRICAL CONDUITS 1, ALL EXISTING UTILITIES MUST BE SUPPORTED DURING CONSTRUCTION OF EXISTING BEDROCK �I GAS LINES.SEE MEP THE NEW FIRE LINE COST SHALT.BE INCLUDED IN PIPE PRICE DWGS FOR f AND DIA. ANY BEDROCK ENCOUNTERED I SCRAPE&TAMP TRENCH 2. WHEN CROSSING A SETTER LINE WITH A NEW WATERLINE,ONE FULL PIPE ABOVE THIS LINE SHALL BE i BOTTOM FLAT&TO LENGTH(18 FT.MIN.)SHALL BE USED AT THE POINT OF CROSSING.THE REMOVED TO PROVIDE 6'MIN. REQUIRED GRADE PIPE UNE SHALL BE PLACED SO THAT BOTH JOINTS ENDS ARE AS FAR CLEARANCE AS POSSIBLE FROM THE EXISTING SEWER. UTILITY TRENCH DETAIL A UNDISTURBED EARTH SCALE 3/4"= 1'-O" P1 NOTE: 1.SHEETING OR SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL.CONTRACTOR. 2.SELECT FILL(N.Y.S.D.O.T.REM 304.12)IS REQUIRED FOR FULL DEPTH UNDER DRIVEWAYS,ROAD CROSSINGS, AND IF THE 45'LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE 3.IF SOFT MATERIALS OF POOR LOAD-BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH,STABILIZATION SHALL BE ACHIEVED BY EXCAVATING A MINIMUM DEPTH EQUAL TO TWO PIPE DIAMETERS AND BACKFIU-NG UP TO THE PIPE INVERT WITH PIPE BEDDING AND COMPACTING TO 95%DENSITY. I I I PROPOSED HOLIDAY INN EXPRESS HOTEL aN A¶N&TMO°"y MONTO ,�pFNEOyY w3UWE g&I HAS THE EVW.sEF of ,N .�P AV.TEgq o �`;j `optima OOaIUINiW A5 I6AIEO Fat axsrsucnaH.THIS y e"� "c 9 7 01" 371 ELMIRA ROAD ,.,NENTUM AS OF TESOFTEDA,ERBA9IAVm. u° suBWEOUDR EER DOE of n11s PLAN BY THE—71EM D06NOTAFFORDANY UTILITY DETAILS T iFUN6F}]✓fF.^. ME PIa/f ro fdalVE STUD '. UPDAES•WUT PULES THE f6PO1t51BIG1Y 70 1HE N = ITHACA NEW YORK 14850 ' °'��� 1RWSFFFEE TO OWFNN URHIED BANS YMICH FO 08065A Q2� PEY.Pai qIY CaLd11i5 E/11/I4 %'/ Fm Pts)Ataesw 1 7 DIFFFA FROu PfEAI RAYS ISWUm FOR FAUR gOFESS110 may,pWs pry 3 1/zy1A DRAWN BY:AVT SHEET aD• CHECKED BY:DST wmwe Ir s A Awun6n W sous-0.slmxsw Z of-E rew Iaae SLAM FDU WI M urr Pawn,wuSs-W uaw SHE DwLnan aE'A ucv®.walmcr ox RmresamuE wmvm+,ro KTw ix urc wAx runs,SFE>f AWW,an rmvnrs m-N ME su.OF A umam ArmFina 0 rxrfEssaui weatml xAs seal_U, STAMP SEAL Isom Fna san/srE P w ID/Is/13 JOB/13-288 C-3.2 VALVE BOX COVER SHALL BE A NEW 1-1/2"DA.TYPE'K'COPPER PIPE FINAL GRADE LABELED'WATER' D'(TPBLE 2) NDISNRBED TRENCH WALL UNDISTURBED TRENCH WALL A I N`� Y I BEND OR ELBOW FITTING CURB STOP _ CONCRETE THRUST BLOCK -p x, +•r;' '6` O� uFf. NEW WATERLINE TEE FITTING j:��?+'��•s; § yri" FINISHED GRADE NEW WATERLINE A �I r BUFFALO-STYLE CURB BOX WITHOUT T K� OP.ROD. CONCRETE THRUSH \ � .��Y� •r I /� r I / � I � UNDISTURBED TRENCH WALL A NEW 1-1/2'DIA.TYPE W COPPER PIPE MUELLER COMPRESSION BEND TEES S 11-1/4 TO 90' CORPORATION STOP TAPPED INTO IX.GRADE WATERMAN.ADD SERVICE SADDLE WHERE UNDISTURBED TRENCH WALL IX.GRADE NECESSARY.SIZE AS DIRECTED BY CITY IF CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK RHACA WATER DEPARTMENT. NEW WATERLINE NEW 6"WATER SERVICE WOOD SHEEP 1�I / - - END CAP �q '-� I jr4 STEEL REBAR ANCHORBEND AS R a D. ::'� - NEW WATERLINE E"ss} 2. ,. - �Sq+Y�T.�UyJ)"I� 1j n♦t A'�:yYfK � //bg -�t';. CONCRETE ANCHOR BLOCK 24'MIN. TEMPORARY BLOW-OFF / SAMPLING POINT DETAIL(p VALVE BOX DETAI♦� 24'WIDE SCALE 1"- V-D" END PLUGS SECTION 'A—A' NOTES: .GALE 1"_,'-o• - 1.AFTER COMPLETION OF TEST,REPLACE CORPORATION STOP IN SERVICE SADDLE WITH A THREADED BRASS PLUG. TABLE 1 TAB LE 2 2.FIRE HYDRANTS ARE NOT ACCEPTABLE 4"MIN,TOPSOIL NON-PAVED SURFACES PAVED SURFACES SAMPLING POINTS. CONFORMING TO N.Y.S.D.OT. PIPE 11 1/4-22 1/2' 22 1/7-45' 45'-67 1/2' 67 1/7-90' PIPE "C„ CONCRETE VOLUME SECT.713-01 SEED OR SOD DIA. "(`," CONC. "Cl CONC. "C' CONC. C' CONC. I CUBIC YARDS 3.ALL BLOW-OFF VALVES SHALL BE pS REQUIRED. 3'-0"PLUS +IRE O.D.MAX. (inches) DIM. (CU.YD.) DIM. (CU.YD.) DIM. (CU,YD.) DIM. (CU.YD.) (inches) DIM. TEE&END PLUG BEND DESIGNED AND LOCATED WHERE (iYP.TRENCH All WIO7H) DIRECTED BY THE ERIE COUNTY WATER EXISTING GRADE PAVEMENT REPLACEMENT /4- 4' 0.03 8" 0.07 12" 0.10 15' 0.14 6 0-9 0.06 1 0.13 AUTHORITY. IN KIND I 8 6" 0.07 11" 0.14 15" 0.21 1 22' 0.28 8 1-2 0.18 1 0.25 NEW 2'WATER METER BY UNDISTURBED EARTH E.C.WA NEW 2"WATTS CT A r THRUST BLOCK DETAILS n BACKFLOW PREY.,DEVICE MECH ROOM MECHANICALLY-TAMP OR ROLL '� �•) '( I SCALE Y" 1'-0" DEVICES WILL BE SUPPORTED 8"MM. yl�., ' 0 EAIiIH BACKFlLL(EXCAVATED AS REQUIRED �' BLDG.WALL SOIL FREE OF FROZEN �/N \ EARTH 1 NOTE' - MATERIAL OR DEBRIS) E 851L - THRUST BLOCK TO BE PLACED SO AS TO ALLOW REMOVAL ? MINIMUM DENSITY. 2) I OF MECHANICAL JOINT BOLTS OR SUP-ON PIPE.CLASS'A' ° O _ -{- 7 ` CONCRETE 5 DAY CURE BEFORE PRESSURE TEST HIGH L- - \ BELOW WARNING TAPE, ' a u / {I EARLY CLASS'F 2 DAY CURE BEFORE PRESSURE TEST. STRAINER ° m ��,�� 18'BELOW GRADE TIE ° / TAPE AT VALVE BOXES 6'FLOOR DRAIN TO SMIITARY cT a .m. C.yy (PVC PIPE ONLY) SOUNDER RPZ 0 CE DRAIN TO 3 EXISTING 2'WATERLINE z SELECT FILL N.Y.S.D.O.T.ITEM AS PER SECT.9Olz.t OF THE N.Y.S. CONFORM WITH ASME A112.21.1 FROM MAIN TO NEW BLDG. REM 304.12)COMPACTED TO FIR CODE:PWOR 1Y1 FINAL APPROVAL &A112.3.1 0 -•9•.,�„- 95%MINIMUM DENSITY IN 6' OF THE INSTALLATION,THE INSTALLING TO SPRINKLER m _ �w--�y, MAX.LIFTS) CONTRACTOR SHALL FURNISH A VIROTEN STATEMENT TO THE CODE T SYSTEM ENFORCEMENT OFFICIAL THAT THE FIRE �/� RPZ & WATER METER PLAN = 'MIN,• ,MIN. PROTECTION SYSTEM HAS BEEN ✓ V E N p (N. 1 CRUSHED STONE arY 1 (N.Y.S.D.O.T.ITEM N0.623.03 INSTALSCALE 3/4"= 1'-O° LIGHT WILL BE AVAILABLE OR 623.12)COMPACTED TO 95% APPROVED ID IN CONFORMANCE TO w APPROVED PUNS,AND TESTED IN STRAINER FOR TESTING DEVICES _ a_o r �' DENSITY IN 6"MAXIMUM LIFTS CONFORMANCE WITH MANUFACTURER'S 3 SPECIFICATIONS AND THE APPROPRIATE NEW 2"WATTS 009M2QT f BUILDING WILL BE HEATED \ / INSTALLATION ALL BE N.ANY 4 BACKFLOW PREY.DEVICE �TO PREVENT FREEZING DEVIATIONS SHALL STANDARDS. NOTED. 6 NEW 2'WATER METER BY N / NEW WATERLINE �� (DIA VARIES) 30"MIN. rtE7A DESCNPIION E.C.WA SCRAPE&TAMP TRENCH EXTERIOR WALL z EXISTING BEDROCK TO WALL 1 ELECTRONIC ALARM BELL I BOTTOM FIAT&TO T WATER FLOW INDICATOR BLDG.WALL REQUIRED GRADE NEW DOUBLE CHECK DETECTOR 3 WATER GAUGE ANY BEDROCK ENCOUNTERED ASSEMBLY(0'WATTS 709-DCDA 0 4 TEE CORRECTION ABOVE THIS LINE SHALL BE APPROVED EQUAL)WTTH 5/8' 8"MIN. 7 6 AWN OPAIN FLOW LEST ONE REMOVED TO PROVIDE 6'MIN. UNDISTURBED EARTH METER FOR LEAK DETECTION 7 ' 00..0E CHECK.11.ASSEMBLY FINISHED FL00 1 CLEARANCE WATERLINE 6 GATE VALVE I FINISHED FLOO / V 9 6 ISER OM WATEAAWN DETAIL /1 9 A.W.W.A.M-14 CUSS 1 WET PIPE SCALE 3/4"= 1'-0" V SYSTEM CONNECTED DIRECTLY TO THE .A PUBLIC WATERMAN ONLY.NO FIRE 8'FUNNEL WITH 4'aR NOTE: 'o z PUMPS,TANKS,OR RESERVOIRS;NO GAP TD 4"PVC PIPE TO 1.SHEETING OR SHORING SHALL BE REQUIRED PER O.S.HA STANDARDS FOR WORKER SAFETY AND PROTECTION OF n PHYSICAL CONNECTION FROM OTHER WORK AREA AS DIRECTED BY OWNER'S ON-STE GEOTECHNICAL ENGINEER. WATER SUPPLIES;NO ANTIFREEZE OR FLOOR DRAIN WITH 1' OTHER ADONN�ES OF ANY IONO;ALL AI•@ GSP - --^ - FROEXISM M IN WATERLINE Li SPRIER DRAINS DISCHARGING TO C_—___ -- ---�FROM MA1N TO NEW BLDG. 2.SELECT FILL(N.Y.S.D.O.T.REM 304.12)IS REQUIRED FOR FULL DEPTH UNDER DRIVEWAYS,ROAD CROSSINGS, ATMOSPHERE,DRY WELLS.OR OTHER 6'FLOOR DRAIN TO SANITARY AND IF THE 45'LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE 6'FLOOR DRAIN TO SANITARY SAFE OUTLETS. SEWER(WTIH TRAP OR CHECK) SEWER(WITH TRAP OR CHECK) UNDER RPZ DEVICE DRAIN TO 3•PIPE BEDDING PAID MATERIAL AROUND THE PIPE("NO.1 CRUSHED STONE")SHALL CONFORM TO NIIMAT MATERIALS UNDER OCOA DEVICE DRAIN SHALL CONFORM WITH ASME A712.21.1 TABLE 703-4,SIZE DESIGNATION 1,MATERIAL DESIGNATION 702-0201.9PIlQNPI:CLASS I,II,OR III MATERW.S CONFORM WITH ASME A112.21.1& &A112.3.1.THE FLOOR DRAIN SHALL 4 AS PER ASTM D 2321 Al 12.3.1 BE KEPT CLEAR AND UNOBSTRUCTED SPRINKLER RISER DETAIL p AT ALL TIMES. RPZ & WATER METER ELEVATION IF SOFT MATERIALS OF POOR LOAD-BEARING CUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH,STABILIZATION SCALE 1/4'= V-D" SCALE 3/4"= 1'-O" WITH PPE BEDSHALL BE DING AND COMPACTING TO BY EXCAVATING A 1NIMUM OF TWO PIPE 95R DENSITY AS IN NOTEETERS 5 ABOVE. BACKFlWNG TO THE PIPE INVERT PROPOSED HOLIDAY INN EXPRESS HOTEL THE CONTRACTOR AS ca rtAcr THE DCacx 1EOF NFIy EN41NEDt BEFORE IXCAVAR0.N!:DONSTAUCIIDR TO ENSURE HE/$NE HAS THE FINAL SEi m DESIGN yP�4V•TEggq40N I r,. ptITTTa DOMADIRS AS ISSUED FOR WnRIUCRON.THIS *c PIAR IS 4TIRREDI AS OF THE DATE IT WAS ISSUED. a •_�•f+ 7<,.Mmsw.+.s.n.To, 371 E L M I R A ROAD CU ICH ENr UPDATS DF T1UG PUN BY,HE _s UTILITY DETAILS DESIGN EHMNEHT DOES NOT AFFORD arc r r. Bn...:nlslPmA++nO" TRANSFERgs THE RIGKr TO RECEWE SRO y i F,,:msla+A.T�T UPDATES,BUT PLACES THE RESPONSIBILITY TO THE N U T H R C A, NEW Y O R K, 14850 OR ��TO oCONR UPDATED HARE WHICH Fp OB063A �� «� � T/i„14 SHEET ARE 15511ED FOR mxsnOXRav As THESE MAY CHECK ETf;AN DIETER FROM PREVIOUS HAMS ISSUED FOR PEIVAT OPFSSION laV.FER mY Oa=m 1/YyN CHECKED BY:OST STAMP SEAL mm FOR am1/sa IRm W. 10/15/13 JOB�13-288 rWwxc R 6 A Vo=C.'1 M sznux 7TOe.SURa M Z OF TH¢nn7 talix srATc muunoN LIT Em NTr PUEcv,Imes Aenne uwm nIE 0­c A u—MUlmzr ex Imo.`r�9GU1 eicnlFA,TO uTrn GI 1m nnr,PVNx svEcmanoxs,OA r oa,s TO Tx Wx svi OF A U— Rrcmlcr m P;,wcsrovn D¢e+rFn was em+r�wm. EROSION CONTROL NOTES: GENERAL CONSTRUCTION SEQUENCE 1. AS REWIRED UNDER SPDES PERMIT GP-0-10-001,THE SWPPP SAIL BE a°THE CONSTRUCTION SEWQJCE BB.DY IS INTENDED TO BE - AVALABE 70 THE PUBLIC OR ANY INSPECTOR SWIIIE THE SITE IS UNDER A GENERA.GUDEi1NE FOR IM LINENTATION OF MON CQVSRi=ON FROM THE TIME OF THE FIRST EXCAVATION UNTIL THE AND SEDIMENTATION PREVENTION DEVICES ONLY.SPECIFIC 2 °q''•1',� I \II TERMINATION OF COVERAGE UNDER THE GENERAL PERMIT IS GIVEN AFTER C NSTRUMON MCHNWES.MEANS,METHODS AND :•I.• Ia I 1 SUBMITTAL OF 7FE NIOTICE OF 1QAlINARQV(N.O.T.T.THE SBAP SHALL BE SCHEDULING ARE THE SOLE RESPONSIBILITY OF THE LOCATED AT AN Ad.AC 8 E AND IDROIWJ IDCA00 IN THE ON-SIZE OFFICE CONTRACTOR AND OWNER �AYwe¢r rs.NJ 2 COMPETED INSPECTION RECORDS MUST BE SIGNED AND DATED AFTER EACH AV Q OBTAIN ALL BUILDING PBEAIS INCLUDING CLEARING, 1 1 I' _ AVAILABLE ALL TIMES.THE NYSDEC RETAINS THE RIGHT M SFNO OUT AM SIALL BE KEPT WVTH THE SVffP AND MLIST BE MADE STRIPPING,AND MUSSING PEAMIIS i 14 I ,•r' LOYAL ORD �3¢E MOOSE BBB AN INDEPENDENT INSPECTOR AT ME71M£,INCLUDING UNWMNCED VISITS Q OBTAIN A CINF'IER RD A DEERS DISPOSAL PERMFT AS TO NSW THE SITE THE S W.AND ALL RECORDS NEC4SSA4i. 3. THE OWNER'S DESIGNATED ON-SITE EROSION WHRRO.INSPECTOR SRU Q HOD PRE 'TION MEETING WITH OWNER'S SITE M34FY THAT ALL SOIL-0ISTUREING ACMES AFE COMPLETED AND THAT A MON CONTROL INSPECTOR I , a Ee°r w.AASEwx H,. UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED PRIOR TO SUBMITTING LINE NOIIIE W 7BWINARION(ALLOT.)OF PFRMR COVBAGE QVLY AFTER �(D INSTALL am INLET PROMOTION.FUG C1FARING LIMITS °ANTI°w _h y= S7ABIU7AnON OOI.L 7ETP(ILVS'ER09CN CONTROL.DEVICES lE RDLOJED. f5 SHOWN ON THE SIDE OFNAUOON PLAN.. I i t � -- - � 9 � •y:. gr�fr�L_'` 6' I . 4. NO INSPEMONS SHALL TAKE RACE DURING FLOO LIGHTNING,HIGH A 5 INSTALL THE TFMPOM CONSTRUCTION ENTRANCE WHERE j I ' N 2 DING, WIND,DJGUUINO MUD OR OTHER URSS E WNa110NS SUCH COVOf1IIXJ5 SHOWN ON THE MON CONTROL RAN AS PER THE 1 1 I 17 RIM 392.7 SHALL BE DOCUMENTED ON THE INSPECTION FORMS.SIGNEA AND DATED INSTAIAnON INSTTEICTIONS ON THE MON CONTROL BY THE ONNFIYS DFSCCTL4TSB ON-STIE EROSION CONTROL INSPECTOR AT DETAILS.CLEAR STRIP,AND MG ONLY ENOUGH AREA , A THE MIST ST POSSIBLE TIME AFTER UNSAFE CONDITIONS HAVE TERMINATED REOURED TO INSTAL THE TEMPORARY CONS 4 TRUCTION OR BEEN REMEDIED ON WE D W 40E PROPERLY. S. GRADING,IOPSgUNQ NO STABIUDNC SECTIONS SAIL BE COMPLETED © INSTALL THE 1E1APORRf SILT FENCING AT THE BOTION BUM DICAVAIRON STARTS ON OTHER SECTIONS IN ORDER NOT TO USAW OF FUTURE FILL SLOPES WHERE SHOWN ON THE I I - I IOVOIN t-3 - I ANY AREAS EXPOSED TO WIND AND WAIN MON FOR LONGER DURATION MON CONTROL RAN AS PER THE INSTALLATION 1 g I ONDRMp/UN OY01 1$ _ k t 4�. HHW NECSSAR/ INSTRUCTIONS ON THE EROSION CONTROL DETAILS CLEAR ONLY ENOUGH AREA REOURED M INSTALL LHE SIT j 14 I ® \'-`__ •9s I,. - 6. ALL WASTE MATERIALS SOIL BE COLLECTED AND STORED IN A SECURELY FENCING PROPERLY. LIDDED META.DUM RER ALL TRASH MD CU60J LION DEBRIS FROMTHE SITE SHALL BE DEPOSTED IN THE DUMPIER ON A DAILY BASIS. 07 CLEAR,GRUIT,MID STRIP THE SITE AS SHORN ON THE ABSOLUTELY ND CRIOIRUCDON MATERIALS SAIL LE BURET ON SITE SITE DEMOUROY RAT.SIOCPILE ALL TUPSCL M 1 I _ 1 8 1 8 \ �A•' O 7. ALL VEHICLES ON SITE WRING THE ENDURE DURATION OF CONSIRUCTICN INFECTED ON THE EROSION CONTROL PLAN. I w I I = 1 i Mari•;,`,rqL - _T -_ SHHA.L LE MONITORED FOR L AND RECBJE RET,LW IR PREVENM OB ROUGH GRADE THE ENTIRE SITE ESTABLISH ANY I MANTBWYRCE TO REDUCE THE CWNCE OF LEAKAGE ANY PETROLEUM TEMPORARY STOR MWATFR INVERSIONS AS NECESSARY. - PRODUCTS USED SAIL BE STORED IN TIGHTLY SEALED COMNNEOS WHICH STABILIZE ALL DISTURBED AREAS AND STOCa'UES WTTHIN ARE CLEARLY IASETID.SPILL 1UT5 SIAUL BE IN'CWDM WR H ANY EVENING 14 DAYS OF THE UST DISTURBANCE ACTINIY IN FADFI SOURCES ANT MANBNANCE ACTIVITIES AS NECEZIRT: AREA I _ & AL.PALM CONTAINS S OR WRN'G COMPOUNDS SHALL BE TIGHTLY SFAS] 0 INSTAL TEMPORARY CONSIRUCTON LAY-DOWN AREA 1 I I uH NEW C,6•/3 $-' AND STORED WHEN NOT IN USE EXCESS PAINT SHALL NOT BE DSCl4RG:D WHERE CIRS=BY GENERAL CONTRACTOR ADO TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF IN COMPACTED PAEWENT SUBBASE AND SURROUND BY CONFORMANCE TO MAIUFACRIFVS INSTRUCTIONS. WIIEAPODWN SILT FENCING TIMING CONSTUCIION OF - 9. WHEN ACRVIT S REAPORARLY CEASE WRING CONSTRUCTION,SOIL g 1 1 N I STOCKPILES AND ANY DFOSED SOILS SHOULD BE STABILIZED Of MUCH ®f0 INSTALL ALL UTILITIES AND STRUCTURE--,INCLUDING I I CATCH MINS,YARD DRAINS,AND STOW SEWERS AS I 1$ I Q) OR COVERED WITH TARPS NO MORE THAN 14 MIS AFTER CONSTRUCTION[ I 1.21-y C _ v ACTIVITY HAS CSM. ORDSN ON THE 91E UTILITY AND DRAINAGE TANS AND 1 I I�I I 1$ °, Qt' DETAILS.INI EDMTELY INSTAL.TEMPO[M CATCH BASIN ': "' TO. INSPECTION OF All.EROSION CONTROL DEVICES S 40 M ON THIS RAN INLET PROIECTIDN WH EM SHOWN ON THE EROSION I I��, 9 _ ® 'i - -/ 17 (RFIPOIWRP MD PERMANENT)SHAL BE PERFORMED BY THE UWHEITS CONTROL.RAN AS PER THE INSTALLATION INSTRUCTIONS ON THE EROSION CONIFR01.DETAILS. i I B - (MVPORTED ON-SUE oPE EROSON SH&U.B INSPECTOR Err T7 CALENDAR �, DAYS.THE OWNB(S DESIGNATED ON-SITE MON CONTROL IN;SPE)DOLR c)I I = H 11 TaPORw TRENCH B4wLL STOmas SHALL BE I 1 OWL DIF A LICENSED INAL IN PROFESSIONAL DIMENGINEERC SOUL BIOLDGST, O PROTECTED FROM EROSION ANO SDOIAENTATION USNc 18 � . OR CERTIFIED RROFESOONA.IN EROSIW AND SEDIMENT CONTROL TARPS IF LIFT FOR LONG PERIODS OF TILE OR 1 1 I ,.L 1$ <__- q_ Eql 0 (CP.ESC)INDFPEMFNT FROM THE OWNER OR CONIWGIdL DURING PAN STORMIS MNIMA.DISNFBARCE AROUND I b ''h'i - - -- rr0 11. FOR WdTRUCRON SUES WHERE SOIL DISTURBANCE ACES HALVE am TRENCH AREAS SHALL L BE MADE TO RFTAOVE AS LITTLEI 114 I 1 0 94 - •r = B "1 VEGETATION AS FO59BE FROM THE VICINITY OF THE R TEMYRN6LY SUSPB✓eFD(LE WRIER S ISTLA )AM S.P OMDE STABUUTIQV - AFASUES HAVE EEV EVERY TIED TO 0)CSTU�D ARRAS PROMOE THE TRENCH. MATT 1 8 a's°M'Hmcy ears - 1 - ON�ECIWS ONCE DEC I DORY(3D)ORTOCALENDAR MIS AID NOTIFY RIFE fECONOI. 12 REMOVE SIT FENCING PRIOR TO PARKING DDT/WTG CRC£OF THEtA9JEC IN WHIINYA PRIOR 70 REDUCING F1EChNTN OF CONSIRUCRON AM FINAL CAGING.INSTALL STONE --_- INSPkCOWS SUBBASE M ALL PROPOSED PARKING AND WILING I s"iC.aia• . 1 S 12 THE CONTRACTOR SIOIL INSPECT ALL MON CONTROL DEVICES STORM AREAS AND COMPACT AS SI M IN S'EURCAMONS ON ON THIS RAJ ON A DAILY BASS AND AFTER R1N SRAMS. AM NEEDED RESPECTIVE DETAILS AS SOON AS POSSIBLE FOLLOWING I FEFAIRS SHALL BE MADE INIMEDIATELY M MAINTAIN Al EROSION CONTROL ROUGH GRADING AND COMPACTION OF SUBGfYOE 1 I I _ aWx uxr GExcE { —_ =` r DEVICES AS O'EdFlED IN THIS RAN AND ON THE FRTAJON CONTROL TME CONTROL PLAN NOTES d W DETAILS. 13. TOPSOIL STOC MEES SAL.NOT BLOCK DRAINAGE RATS DURING 13 CONSTRUCT ALL BJILVINGS AD ACCESSORY STRUCTURES. I I i I °" CONSTRUCTION.STOCKPILES SAIL NOT BE LOCATED NEAR SLOPE, I , EXISTING r •r'.,,,,, �L _$ U 4 COIAP EM FINAL GRADING AND TOPSCIUNG OF ENTIRE 1 I 6 1 _ F•', 1 3 aAAv:s°OF ALL S.SMILES,LEST SMULGRAHAM INILIS OR BOd6 OF WAl1EN TOE BASE ®Q = BUILDING S«uY Kaq axe OF ALL SfOCt4'IIFS ONLI.ff PROIECIED WITH SILT FENCING,OR ELSE SIZE SLID OR HYDRO-SLED IMMEDIATELY FOLLOWING I , _ .,. �` J _ N0.654 THE ENTIRE STDMLE SAIL BE CO.Ef®WITH TARPS AND SANDBAGS. FINAL MNG AND TOPSOIUNQ HYDRO-MULCT IMMEDIATELY FOLLOVANG SEEDING OR HYDRO-SEEDING. 1 1 I - - •' r = __ 14. 71sr SErs ORf AR SAIL PREVENT CONSTRUCTION G OR HIDING OF MlA INTO SREEI^OR Af7FiLS OU1911E OF CONSRilX.710N LOCATION. •• -y£ --_ 15 REMOVE 11BJFOfPARf SILT FENCE AND RIPE INLET 1 1 1 AP'mxa Aiw T• � °' - PROIECIION AFTER HYDRO-MUTING IS CQVAERED. u• IS. Nl.WATER RIAPFD FROM IXCAVATCNS SKKLD BE DIRECTED 70 A I 1 OA�6aP NEW Y.D. 1 _ SEDIMENT TRAP.SEDIMENT SUN,OR FILTRATION DEVICE SHOWN ON THE 16 INSTALL AL STANDARD AND HEAVY DRY CONCRETE I 1 I �;i. 1 9 RAN GA � FOR � MONKMAN(R O•) MON CONTROL DETAILS. PAVFRkNT WHERE SCAN ON THE SITE LAYOUT AND I i 11 I �q3 3.00 RF10W 2-'0617090 DIMENSIONAL SITE RAN AS PER THE SITE DETAILS. 1 i& ALL CATCH BASIN SUMPS SHALL BE CLEANED OUT AND SOIL SEDIMENTS SHALL BE DISPOSED OFAT AN APPROPRIATE OFFSIDE LOCATION. 17 FaiDMNG REMOVAL OF TEMPORARY CONAIRUCTICJ •� / oc ASPxAAr PAu n 17. AL COLCUNATED WATER USED FOR FLUSHING WATE%UNES SHALL BE ENTRANCE,CEHIIRED CONTRACTOR INSTALL IMMEDIATELY LEGEND DISCf{AiCD TO THE SAWAFZY SEINER CARD NEVER TO ANY SIORM SEI ER, INSTALL THE POROUS PAMM9 WHERE SHOWN ON THE i I T R&M REALTY 377 LLC CATCH BASIN,SWJF OR POND. SITE LAYOUT PLAN PER THE gWNPCE DETAILS 1& ALL PORTABLE MILES OWL GIRTBR BE LOCATED AWAY FROM S,CATCH 1B INSREMAININGSCAR L REMAINING UMDN'G ORUSS,TREES,AND � 50092E-007 (RO') EXISTING EDGE OF PAVEMENT' ERASINSddM SI SEWERS,AND WATERWAYS.PORTABLE TOULETS SAIL BE O MULCH)WHERE SON ON THE SITE LANDSCAPE RAN NEW EDGE OF PAVEMENT PLACED TA A RAT,STABLE GIBE AN SURFACE NOT PRONE ITT FLOWING. GA DPEREN THE THE I'APE DETAILS.INSTAL.THE RAIN IXIETING CURB All.PORTABLE TCfERS SHAH.BE ANCHORED R7 PREVENT BIDING OJB2 DETAILS PER THE INSTRICTONS IN THE DRAINAGE EROSION CONTROL P LA N NEW CURB(67 WRING WINDSTORM DETAILS _ ------- PROPERTY/R.O.W.ONES 19. MY DETERGENTS OR ACID CLEANERS WASHES USED TO QFaN OR RINSE 19 ADD UECOMIWE STONE(RVIIR BFD ST01�MRO20'-0" ----— ADJACENT PROPERTY LINES CONCEDE,SRDCO,AA.SOLTRY,ETC.SAL NEVER BE aSCWLED M ANY FlAFED EHIO SECTIONS ON ALL CUUERT RIPE DRIERS $CAE:1'�= 20'-O'� TEMPORARY SILT FENCE SRCA1 SEWER,CATCH BASIN,SWAM:OR PAD. WHIERE SHOWN ON THE EROSION CONTROL RAN AS XXX XXX- EXISTING CONTOUR LINES PER THE INSTALLATION INSTRUCTIONS ON THE EROSION 0 20 40 Rp ® -O PROPOSED CONTOUR LINES 20. AVOID STORING PETROLEUM RROWCIS ON SITE IF POSSIBLE IF NOT CONTROL.DETAILS -ST Si- STORM SEWER POSSIBLE SIDE AWAY FROM CATCH BASINS OR DRAINAGE WAITS. ©0 WHEN ALL.CONSTRUCTION ACTMIY IS COMPLETED MD 11 ■ EXISTING CATCH CATCH BASIN 21. AVOID ON-SUE STORAGE OF PESTICIDES.,FETROUZFRS AND FEli81COF5.IF SHEVEGETATIONCONS RACE AND STABILIZED AS UNAVOIDABLE,All.CHEMICALS OWL BE SWORD IN ORIGINAL PACKAGES IN CONFIRMED BY THE DESIGNATED MON CONTROL A SEPARATELY DESIGNATED COMM CONTAINMENT AREA. INSPECTOR ROMAND DISPOSE OF ANY FE BANNING SEEDED OR FHYORO-SEEDED 7DPMRY APO EROSION CONTROL.DEVICES AS DIRECTED LAWN AREAS TO BE RECTED IN THEN HYOR NMULCHED 72 USE CRAM OR REC1IXID WATER WHENSIPRNHQING SqL FOR OUST THE MAINTENANCE INSTRUCTIONS ON EACH DEVICES OONMM IF SOIL AMENDMENTS ARE USED FOR DUST CONTROL.THE RESPECTIVE DETAIL SEWN ON RHE EROSION CONTROL COMPACTOR SAIL FOLLOW THE DNCT APPLICATION INSTRUCTIONS FROM DETAILS. NEW CRUSHED THE MANFACNRFR. STONE AREAS 23, AT LEST ONE POW FROM THE OONUTWM TS STAFF SOIL BE A DESIGNATED DETAILS � dFJN AND NJ.CATCH BASIN O1MP5 PER raLs NIRAINEDYMED-OYTWCICR'HA"ILODVED AT E TRAINED 4„OURS IN NEW MULCH ON SITE A DD BISISLAI TRAINING.IX THE%M AI CCTPAARE SOIL f BED AREAS ON SRIE ON A DAILY 849E WHEN SLUE CSR88W�ACUITIES ARE OCOJBdIG. ' EENNGINF BEFORE E wunumm WILLEXCAVATOR O k TMCaisr�CTON 10 .1 OF NIF Y PROPOSED HOLIDAY INN EXPRESS HOTEL ENSURE HE/SHE HAS THE THAL.SEE OFDL9GN Sp�V.T6. • kr optima° BOCUMEEM AS MED FOR CONSTRUCIpM TINS °°P O PLW IS CURRENT AS OF THE 0.11E R WAS ISSNEA 371 R ROAD DMON UEM UPDATES OF H15 P AN Bt THE _ EROSION CONTROL DFSTRI ENRRNEFA DOES NW AFF1Im ANY —w ab,xe.vwAlazu TMNSFIIiE}S 1HE RWFR TO RE%SADUPDATES y PLAN PMne:pR°I Wrcaro ITHACA NEW YORK 14850 .GM..BUT GTA HE RFSPDNSBUryTOTHE N ✓t 1WNISSUED TO DERNN UPDUFD RAA'B %M" OBD634 �( RX.I'EA CRY CdA n EAI/14 7 7 ESE FlAy OR FOR PMMOUS RMS ISMUcnON SSUEDED FOR PERMIT �OFESSIONPN' �,.PER arc�s t DRAWN BY:AVT SHEET OR AID. /2Vt4 CHECKED BY:OST (� �•E WR°4„a R 6 A TIOUATION W EOTON M.SUBOfN90N Z,OF THE IkT11OR(RATE EOIICMIOV UX F1M ANY PERSON.UIIE.SS AWING UNDER THE DRECOM W A UO3®NNIRELT OR mW640W1 FNCNEER,TO ALTER IN ANYWAY,PINKS,SPERN•aMs.OR RFPOINS TO"DH WE SRN.OF A UDENSED NN]DID.T 0 PRaTS♦gDIW.ENWIIDT HAS,SEEN ARRE01 STAMP SEAL IsSVED NR SERE/DE PI/!1 PLY. r8/Ia/i7 JOD�f 3-288 `+�v. I LEGEND A-COMPUTED MINT -IRON PIPE PDUND }}((-IRON PIN FDUND UNLESS NDTEO I 13I-PIN SET WRN CAP x° d-UTNIY POLE ®-fENCE CORNER PoST /�PO , I II%roll G P xa i l ll l ro LOYAL ORDER OF THE MOOSE l,666(R.O.) >: A'a / II ,III IIII/ Illl l 1 TA aaa I TS•>r ..'! x o 8401347 I \ mil . rpL �y.���J11 p- 1 pp \\ TOP OF NAIL HEAD 23S'70•rD 1 11' I r• / I I %O IN POLE=396.2' Al1 W9?P Araan rP rxia S99.70�28x��rws/vroP�. ` � �^ a nuDexEEuws Exrmm \ r� aDvr mnv�wr ,r S 28.20'12' a"H z taNa 1a" r�sv�nfr uw m ruwA nwn wlen acr.rti soro 155.32 I\ �.rAwowt�\ I I zNm• ,auwz.• ro Z` ('�W'r—Iw /®m rP wr nvfra® °•%I ° J91 i 371®•KIRA R04D,97.1 LLC �Du¢nE,�w¢ma e�iKw raE wrm rta>,wrr°r w/rE r/ ©r,.,�: sux vsPa.o• x � / >' I&N0.566622-004 % er x¢mMR P. paa Arm u��a m V TAX MAP NO.128-2-7 J s. 1 I o 1 Q µ ',, oH. �` I �m _� �•W x o x ARFA-0.752 ACRES TO °I x o \\\\\ �I \ Emma cumla�.rc D w.l oc Drwm�a s.wPxnc raw rcm rix i urv.'"rna°i�'E ' •�xumP "YY\ V s�,urenA.s�smxxa�iexmv sam av umva c�u�nx x Tt � na EamDKc rvuw ox]�s�sr w¢ P. YVIT•�' wy � x DKK EFM'E x — x° �� �\1 @ �mlbTnUC]q,V 1 I r WV I 11 1 11 x D / 281,P0.7br \ K awa R x a // ;+om• 1 1 AT maMPa maa x Dx] // BUILDIN 52G/ 1 .a.,• p AR E \o y 371 ELMIRA'Ba+n,LLc rrL PAama J %a z.]va•j ��� & y xa I. N0.575472-001 I\I rn Il 1 11 Am1 BUILDING TAX MAP NO.128-2-a.11 ARE4-0.691 ACRE TO R/W I wn x �. '• III IIII aIW rw,� I LEGEND S/RRARY SEIVER MAIN o•.w Pm r maim ap` ��lJl ppp r• yg� O-WR,w 11yy G x`b i+ ^I..SYY ER AWN x STOW SE Uf1 Mem 1 F� rcx�E£Pw x� I I 1 rb Q/ R STOW SflVER MAM V••i k 1•'` K not/OP � � / ` I °� $ LF_ UNDERCE UND TEIfPNONE re �%m an Prn mY Ewa°w%w.EE 1pN � I I�I I I -•m � 1 v1 z �O MaNHpLE x° 1 muu P t at rDai mx� m �uwPaf/ I I I 0 CATCH EASIN WATER VALVE •e D / �m K W�a J� � I I o I i to ru SALVE C 1 l OI a• :. // L— � �KM£ - / Im I I `% I ro .cr URLM Po LE X LIGHT POLE w Cy%..,,.• J � Ep O DECIDUOUS TREE •�•/Llfi. E � [m M� + / ��t `�9V� CpNIFER0U5 1REE I o / 1 1 1 W 1 �a / m a —_� 8) / 1 ----"cam Ae'�10 Er'' S 4;59,]5•� // yr• I .n_ SIGN /r '/ x° -- m. 1 a �• V .. 1 % j %o }® 8/ � �2SJ2 A1212' ' BUILDING Ggb.654 DKE aF'a"iv"viw..�` %a I I Fm �r• /1 0.1•t wm W� / x 1 293s'w 4 1gDsW I I _ MONK (R.O.) jj/j Z I I I 111 x 1 11 1 ,• / ..u I r rz /.�Pxc/ --- - 2506 7096 / rosev ro QNRAUEi a D• anw,PxaPr a msrn.E AIL E%smo Piscn nwa a 1 1 ,� A>�,�-- ,, � ___ � �J Ixro I 1 I m�Par,Ra<,M�• /' lawlarl w 5 earD 1 1 1 n a EP R&M REALTY 377 LLC(R.O.) 1 1 500928-007 1 � o mlc mr sxoP. TOPOGRAPHIC SURVEY 0' 20' 40' 60' i DECORATIVE RIVER ROCK STONE WHERE SHOWN ON EROSION *1ERE OL PLAN. INLET FILTER(BLOCKSOM REM INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: I)'IFI527X30C OR APPROVED FRINSTALLATION INSTRUCTIONS AND DIAGRAMS EQUAL).CALL 219-878-4438 ""INSTALLATION KIT,71P-TIES,AND FILTER PADS. POND WITH ,,. DURING RAIN EVENTS STOCATCH BASIN WILL BEGIN FILTER RT PIPE TO ORDER. POND MOUND THE CATCH BASIN WHEN THE FILTER FLARED END SEVARIES) 1. REMOVE SEDIMENT,DEBRIS,ICE,AND SNOW FROM THE NEEDS CLEANING.CLEAN FILTER WHILE IT IS ATTACHED I TO THE GRATE BY BRUSHING OR SWEEPING THE PAD (N.Y.S.D.O.T.TIEA1 80 INSTALL 9"PAVEMENT SUBBASE TO CATCH BASIN GRATE SURFACE AND SURROUNDING WITH A BROOM OR ICE BRUSH UNTIL STORMWATER SIZE TO FIT PIPE GRADE.TYPE 2 SUBBASE COURSE AREAS. BEGINS DISCHARGING THROUGH THE FILTER AGAIN.THIS (N.Y.S.O.O.T.REM 3114.12) CM BE DONE EVEN WHILE THE FILTER IS UNDER STABILIZE BY COMPACTION TO Z. 8 ZIP-TIES INCLUDED WITH 2. PLACE FILTER OVER GRATE TO ENSURE FILTER WATER FILTER EMENDS AT LEAST 1 INCH BEYOND ALL SIDES OF THE MULCH WH WHERE DEN (MINIMUM). CATCH BASIN GRATE. SHOWN ON ERN ON EROSION 2. THE ABOVE SHALL BE THE RESPONSIBILITY OF THE CONTROL ROL PLAN 3. PLACE FILTER OVER GRATE WITH NET SIDE FACING CONTRACTOR UNTIL THE CONSTRUCTION PROJECT IS ' GRATE ALL SIDES. DING BEYOND THE GRATE OPENING ON COMPLETE AND PAVING IS DONE.DO NOT PAVE OVER THE FILTER. SO.-0"MIN. COMPLETE,CTION IS 4, INSTALL ZIP-TIES WITHOUT LIFTING GRATE COVER.LIFT 3. SEDIMENT AND WHEN UDEBRIS AROUND THE FILTER SHOULD TEMPORARY CONSTRUCTION ENTRANCE DETAIL J FILTER SLIGHTLY TO SEE THE FIRST GRATE OPENING. BE SWEPT AND/OR VACUUMED PRIOR TO REMOVING SECTION A PUSH POINTED END OF A SCREWDRIVER THROUGH THE FILTER.THE FILTER CM WITHSTAND A STREET SCALE 1/16"= 1'-0" FILTER TO CREATE A PILOT HOLE FOR THE FIRST ZIP SWEEPER WITHOUT DAMAGE. TIE. CULVERT PIPE MAINTENANCE INSTRUCTIONS: 4. WHEN THE SITE IS STABILIZED TO PREVENT EROSION 1. MAINTAIN ENTRANCE SUCH THAT SEDIMENT OR MUD DOES NOT TRACK OR FLOW ONTO ADJACENT S. PUSH POINTED ENO OF ZIP-TIE THROUGH THE PILOT DNA.VARIES) NEW OR EXISTING CATCH BASIN HOLE AND THROUGH THE FILTER.BEND THE LAST 3' AND SEDIMENTATION,CUT ALL ZIP-TIES,REMOVE ROAD SURFACES IN THE RIGHT-OF-WAY.ANY SEDIMENT TRACKED OR FLOWING ONTO THE OR DRAINAGE INLET OF ZIP-71E ON ITSELF TO FORM A HOOK SHAPE.LOOP FILTERS,AND RE-USE ON NEXT CONSTRUCTION SITE. FLARED END H" - ADJACENT ROAD SURFACES IN THE FIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY AND THE ZIP TIE UP UNDER THE GRATE BAR AND PUSH UP (N.Y.S.D.O.T.ITEM f13:13 DISPOSED OF AS DIRECTED IN THE EROSION CONTROL PLAN. AND THROUGH THE FILTER THROUGH ADJACENT GRATE 5. AFTER 3 TO 4 CONSTRUCTION SITE USAGES,SHOULD SIZE TO FIT PIPE_FNO. CORATIVE RIVER ROCK STONE OPENING. THE FILTER BEGIN TO DISINTEGRATE IT SHOULD BE = ESHOWN ON EROSION 2. INSPECT ENTRANCES AFTER EACH RAINFALL IF NECESSARY ADD ADDITIONAL AGGREGATE TO TOP DISCARDED BY PLACING IN FUTURE OR - _FI1jROL PLAN.. SURFACE. 6. PUSH POINTED END OF THE ZIP TIE INTO THE LANDSCAPE AREAS AS MULCH(FILTERRS IS = -- RECEIVING END.LEAVE ZIP TIE LOOSE UNTIL ALL 8 BIODEGRADABLE). 3. THE ABOVE MAINTENANCE PROCEDURES SHALL BE THE RESPONSIBILITY OF THE GENERAL TIES ARE LOOPED THROUGH THE FILTER. '= CONTRACTOR. 7. REPEAT STEPS 4 THROUGH 6 UNTIL ALL ZIP-TIES ARE 4. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE COMPLETELY REMOVED BEFORE THE INSTALLED LOOSELY.THEN PULL ALL 8 ENDS OF ZIP INSTALLATION OF THE INFILTRATION SUBBASE AND POROUS PAVEMENT AREA. ISOMETRIC VIEW TIES TO HAND TIGHTEN AND ANCHOR FILTER TO GRATE TEMPORARY INLET PROTECTION DETAIL rp__� SCALE 1/2" 1'-0" - ^j MULCH BEDS WHERE INDICATED ON THE EROSION CONTROL PUN INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: PLAN 9'MIN.LAYER OF DECORATIVE RIVER 1-1/4'x 1-I/4"WOOD 1.THE SILT FENCE SHALL BE INSTALLED BEFORE ANY MASS 1.INSPECT SEDIMENT FENCES PERIODICALLY AND AFTER ROCK STONE WHERE SHOWN ON POST.10'-0'C-C MAX. CLEARING OR GRADING BEGINS ON SITE.CLEAR ONLY EACH RAINFALL EVENT. EROSION CONTROL PLAN.CONFORM HDYRO-SEED & HYDRO-MULCH HDYRO-SEED & HYDRO-MULCH SPACING VEGETATION REQUIRED TO INSTALL THE SILT FENCE. AROUND END SECTION EDGE INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: 2.THE SIC FENCE SHALL REPAIRED BE MAINTAINED er THE FLARED END SECTION PREFABRICATED FILTER.FENCE WITH POSTS 2.DIG A TRENCH APPROXIMATELY 6 INCHES 14E=P AND 4 CONTRACTOR AND AVELOOSENED, SE REPLACED IF FABRIC IS (52E TO Fl7 PIPE FNDj AREA 10 BE HYDRO-SEEDED AND HYDRO-MULCHED WITH HYDROSRUW I. THE SLOPE SHALL BE MONITORED DAILY FOR EROSION (MIRAfI'ENVIROFENCE"OR APPROVED INCHES WIDE ALONG THE CENTERLINE OF THE FENCE TORN,FASTENERS HAVE LOOSENED,OR POSTS HAVE ARE SHOWN ON THE EROSION CONTROL PUN.THE CONTRACTOR SHALL ESPECIALLY AFTER RAIN STORMS.RE-APPLICATION EOVAL AVAILABLE FROM EROSION LOCATIONS AS INDICATED ON THE EROSION CONTROL UN-ANCHORED FORM THE GROUND. STONE FLUSH WITH LIP WMACT HYOROSIPAW(600)543-1755 TO ORDER,AND FOIE A LIST OF SHALL BE REWIRED WHEREVER ACCEPTABLE ) PLAN• CERTIFIED HYDROMULCK/PPUCATCH CONTRACTORS. - GERMINATION Is HOT OERMHEO. TECHNOLOGIES&CONTROL,INC.CALL 3.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT OF END SECTION 716-583-1997 TO ORDER 3.DRIVE POSTS SECURELY AT LEAST 24 INCHES INTO THE FENCING WHEN IT HAS REACHED ONE-THIRD THE HEIGHT I. TLLME AREAS S wANU➢ON TO A)4 INCH MINIMUM DIEM,THEN E AN 2 KEEP HYDRO-SEEDED AND HWF WATER AREAS Z 9'MIN.LAYER OF DECORATIVE RIVER rRFAs ON EN To OILn IF TO STPBRIim FINISHED GRADE. a5D LIME axD MINIM BY DULY LIGATION UNTIL OF WATER FORA GROUND ON THE DOW THAT PO SIDE E THE TRENCH. FENCE THE FENCE.AVOID UNDERMINING OR DAMAGING SILT CULVERT PIPE ROCK STONE WHERE SHOWN FO FENRLIZEA TO SOIL(IF REOURED)AT 400 Iba PER ACRE 24 HOURS MINIMUM OF TON DAYS UML NDE BY T HAVE BACKFlLL&TAMP If ADJUST SPACING SO THAT POSTS ARE ER TO R LOW FENCE DURING SEDIMENT REMOVAL. EROSION CONTROL PLAN.CONFORM BEFORE TILUNG.REMOVE ALL ROCKS,CLODS,VECLTANON,OR OTHER DOMINATED,OR AS RECOMMENDED BY THE SEED NECESSARY POINTS ALONG THE FENCE LINE IN ORDER TO PREVENT MOUND END BECKON EDGE OBSTRUCTIONS SO THAT THE SEW HILL HAVE DIRECT CONTACT WITH THE VENDOR. UNDERMINING AND UPLIFT. 4. REMOVE TEMPORARY SILT FENCING AFTER FINAL s011 SURFACE GRADING AND TOPS OILING OF SLOPES UPSTREAM OF SILT 12"LAYER OF BED�I 7. THE ABOVE SHALL BE THE RESPONSIBILITY OF THE FLOW MATERIAL(N.Y.S.D.0 T.ITEM 6"LAYER OF BEDDING CONTRACTOR. 4.AT JOINTS OVERLAP AND FASTEN SILT FENCING, FENCE.HYDROSEED SLOPES UPSTREAM OF SILT FENCE MATERIAL NYS00.T.ITEM �• HYDRO-SEED cwnss A PER SEED vmOOR's INSTRUCTIONS. 1 IMMEDIATELY FOLLOWING SILT FENCE REMOVAL 620.08)COMPACT TO 95%DENSITY 3• APPLY HYDRO-MULCH TO COVER THE GRASS SEED PER KYDROMULCH 4, THE GRASS SHOULD Nor BE MOWED UNTIL IT REACHES �� T 5.PLACE THE FABRIC IN THE TRENCH SO THAT THE 620.05)COMPACT TO 95%DENSITY SPECIFICATIONS IMMEDIATELY FOLLOWING SEEDING.APPLY AT 2,000 Ibs PER AT LEAST S{INCHES IN HEIGHT.MOW ONLY THE TOP z 4 ACRE NININUM FOR SLOPES SU AND FUITER.APPLY HYDROSTPAw GUAR TNRD OF EACH GRASS ELIDE TO ENSURE SURVIVAL ��`FILTER FABRIC(MIRAFl BOTTOM FOLDS ACROSS THE BOTTOM OF THE TRENCH. 5.RE-GRADE SILT FENCE TRENCH,TOPSOIL AND RAIN GARDEN SOIL MIX PLUS AT 3,OD0 Iba PER ACRE MIN LAI FOR SLOPES BETWEEN 2:1 AND 100X OR MP.EQUAL)70 PLACE BACKFlLL IN THE TRENCH OVER THE FABRIC TO HYOftOSEEO IMMEDIATELY FOLLOWING SILT FENCE REMOVAL (SEE DRAINAGE DETAILS) OEOTEXTILE FABRIC UNDER MNWUNTL OFSLOPESABEY✓M6NDED•FIBER�7TRIX AT 4,500 Ib,PER ACRE BBE ELOWCGROUND LEVEL 6" THE GROUND LINE IC COMPACT WITH A POWER TAMPER. SILT SUBMI BR 180 OR APPRE&AROUND OVED EQUAL) j ROUUNND.FILTER FABRIC 6 INCHES MINIMUM INTO THE fi.APPLICABLE FEDERAL. .STATE.AND LOCAL ENVIRONMENTAL RPRP OFILE 1 /. HYDROAIULCN SHOULD BE APPLIED AT LFASf B HOURS PRIOR TO LAWS AND REGULATIONS. ' RAINSTORM EVENTS. FOLLOW ANY FURTHER INSTALLATION INSTRUCTIONS HYDROMULCH INSTALLATION n SECTION GIVEN SCALE N.T.S. BY THE MANUFACTURER IF USING PREFABRICATED END SECTION DETAIL n SCALE N.T.S. SILT FENCE.CONTACT SUPPLIER(716-433-5068 OR V 1-800-895-5005)IF NECESSARY TO ASSIST IN SILT FENCE DETAIL E INSTALLATION. AM CON ACT ENTERPRISES UFACTURER OF END SECTIONS E TIONST0 ORDER FOR INSTALLATION FOR IL CPT.SUPPLIER. SCALE 3/4"= 1'-0" (FILTERED WATER) STORM MANHOLE DANDY DE-WATERING BAG OVERFLOW GAP INTO CURB INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: AVAILABLE FROM EROSION DROP INLET L 1. PLACE TRUE DAM ON GROUND WITH AGGREGATE POUCH 1. INSPECT THE UNIT PERIODICALLY AND AFTER EACH TECHNOLOGIES -CONTROL STANDARD FABRIC IS AN ON STREET SIDE NEAR THE INLET ON WHICH IT WILL RAINFALL EVENT. INC.CALL 718-583-1997 ORANGE WOVEN BE INSTALLED.THERE SHOULD BE AN EQUAL LENGTH To oftDER) INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: MONOFlLAMENT OF THE TRUE DAM OVERHANGING EACH SIDE OF THE 2. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS ....FUSE THIS DEVICE TO FILTER ANY GROUNDWATER OR I. REPLACE THE UNIT WHEN 1F FULL OF SEDIMENT OR OPENING. FROM THE SURFACE AND VICINITY OF THE UNIT.IF PUMP DISCHARGE HOSE _ RAIN WATER PUMPED FROM TRENCHES OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF USING OPTIONAL OIL ABSORBENT REMOVE AND (BY OTHERS) EXCAVATIONS. THE PUMP DISCHARGE TO AN IMPRACTICAL RATE,ELSE a 2. OPEN VELCRO ACCESS POUCH LOCATED ON THE REPLACE PILLOW WHEN IT IS NEAR SATURATION. UNIT MAY BE RE-USED. �� STREET SIDE EDGE OF THE UNIT.IF USING OPTIONAL 1. PLACE LIFTING STRAPS(NOT INCLUDED)UNDER THE F. \ ABSORBENTS,PLACE ABSORBENT SOCK IN POUCH AND 3. REMOVE THE UNIT AFTER THE ROAD IS PAVED AND UNIT TO FACILITATE REMOVAL AFTER USE. 2. DISPOSE OF UNIT AND/OR ABSORBENT IN COMPLIANCE :Y`.. \\ PUSH TO BACK OF POUCH. THE SITE 15 SUFFICIENTLY STABILIZED BY MATURE WITH APPLICABLE FEDERAL,STATE,AND LOCAL .y.r VEGETATION AS CONFIRMED BY THE DESIGNATED 2. UNFOLD DANDY SE VEGETATION, BAG A A STABILIZED ENVIRONMENTAL LAWS AND REGULATIONS. 3. FILL POUCH WITH AGGREGATE IN A LEVEL THAT WILL EROSION CONTROL INSPECTOR. ..E "1'•`I KEEP THE UNIT IN PLACE DURING A RAIN EVENT AND AREA OVER DENSE VEGETATION,STRAW, E GRAVEL(IF �,+:,ti E?$" AN INCREASED DRAINAGE SURFACE IS NEEDED). DANDY'TRUE D CREATE A SFJJ.BETWEEN THE TRUE DAM AND THE ¢, TRUE DAM CAN BE RE-USED IF IT IS NOT TORN OR AVAILABLE FROM EROSION `C% § '?'y`t:�-E SURFACE OF THE STREET. DAMAGED. p - W -'-� 3• INSERT DISCHARGE HOSE FROM PUMP INTO DANDY TECHNOLOGIES&CONTROL x ` " q, RESEAL RO ACCESS,CENTER THE UNIT AGAINST i f/J OE-WATERING BAD A MINIMUM OFF 51X INCHES(6'1 INC.CALL 716-587-1997 THE CURBB O OR MEDIAN INLET OPENING 50 THAT THE AN TIGHTLY SECURE WITH THE ATTACHED SIRAP 0 TO ORDER) CURB AND INLET STRUCTURE. PREVENT WATER FROM FLOWING OUT OF THE UNIT CURB SIDE OF THE UNIT CREATES A SEAL WITH THE WITHOUT BEING FILTERED. PUMP(BY OTHERS) TEMPORARY CURB INLET PROTECTION TIE-(BY OTHERS DE-WATERING DETAIL/ C \ SCALE N.T.S. v SCALE 1/2"= 1'-0- PROPOSED HOLIDAY INN EXPRESS HOTEL ENSURE SHE AS SHALLCO TACTFINAL THE DESIGN DF NEW EN INEER BEFORE EXCAVATION&CONSRUCTON TO ENSURE SHE RUE THE FINAL SET OF OE TALI tiY•S�N..TER,9- DOCUMENTS N ISSUED FOR CONSRUCHDN.IHIS T� Czs I f�aaas 371 ELMIRA ROAD PUSEOUMTPMASOi THE WLE IT ANBY IESUm. Z -* EROSION CONTROL M SIIBSE BC UPDATES OF THIS PUN BY THE ¢ y HS"«lsJa x' DESIGN ENGwEFw DOES NOT AFFORD AM ww �' ed ,IT.wY"rtuiu TRANSFEREES WE PICTHE RECEIVE SAIDUPOAM 2 2 DETAILS -+'PbM+n+Uamam ITHRCA, NEW YORK, 14850 MELIS,OFR BUT COSTNUMONSTHE Yro HE N TWNSFEREE TO OMAIN UPDATED PUNS WMCH FO OOU631 Fib A.PER CITY COOMENIS 2/11/II ME ISSUED FOR COHSRUCDON/5 THESE MAY •O � DRAWN BY:AVI SHEET DIFFER FROM FREIIDUS FILMS ISSUED FOR PER ff 9pFES510NV• RV.PER CRY COMFTENTS T/2yI4 CHECKED BY:DST OR DID. ESEO FOR SITE PUN REV. 10/I3/I3 JOB d 13-288 C STAMP/SEAL SEAL -5.2- WZ.'G R W A WOIARON OC SECTION I-.SuBOY6+UN 2,OF THE NEW YOfIX SFATE EDI-.LAW FOR AM PERSON,UNLESS ACTING ON-THE OPECROH OF A UCENSEO ARCHITECT OR FROFE3510WL EHfk,IDl,TO ALTER IN AYl WAY,FVHS,SPm4%ATWNS,OR REPoRR TO MHICH WE SEAL OF A UCmSOG AflWRR OR MGM-EN4WEFA RLS SEEN A➢P - DEMOLITION NOTES: 1. PRIOR TO THE START OF CONSTRUCTION,THE CONRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL ,a VI vl NE05M FEES AND OBTAINING ALL NECESSARY PERMITS FOR GtEAIN%SOIL EROSION PROTECTION,AND OSPC9NG OF DEBRIS FROM SIZE 2. THE CON FACTOR STVLL COORONATE THE REMOVAL,RELOCATION,OR REiROUTN'G OF ANY UTILITIES VAIN EACH RESPECM UTILITY COMPANY.NOTIFY UIILTIY COMPANIES OR AGENCIES AT LEAST 72 'iFL.wADww' W rv"`.aAwP J 1 0 , HOURS PRIOR 10 THE START OF WORK —W LOYAL ORDER OF THE MOOSE I 3. THE LING BUSINESSES SHALL V CH IN ACCESSIBLE P OPERATION TS OUR TRAFFIC AND DURATION OF NTHTO W �666(R.O.) . C INSIR L1D9P>'.S wHCH MILL FFTWN IN OPEiRATIOV 7HRDUGFOUT THE DUNBON OF THE 1 840/347 CONSIRIICIIOV. 1 11 Q G' °tom, CYIOHK LIMIT OF --- 4. THE COMPACTOR SAL.L FOULON ALL SUL PREPARATION AND FOUNDATION CONSTRUCTION 1 1 1 9 •i):+ LIMIT OF RECOMGE'PWTIOiS AS STATED IN THE GEOMOHNICA.ENGEEERNG REPORT. 5 -CUT do MEMO T' WORK _ .1 EXH91.PVMIN � �/ a mcr ar eAwlE.r _ 5. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY UT UTIES NOT SHONN CH THS PLAN OR MAY t MN / ' e•rxer __�.._�-_�- __— I a' e 1 rx�ankurzxt,G ACaOMAL RLPIUES DURING EXCAVATION OR CONSTRUCTION. 6. THE CONTRACTOR SHALL RUDE ALL VISIBLE AND PARDAU.Y BRED DEBRIS FILES FROM AREAS TO /O•/jj /r'/////,rr�r////j//j///�////i / x u c, I UMI F BE DEVELOPED OR GRADED AND DISPOSE OF AT AN APPROPRIATE OFF-SITE LOCATION IN RII(E...) /,/�„ H �$ COAPLVNCE WITH MIRpMTIES HAVING JURISDICTION. CLEAR,STRIP. JURISDICTION. 1 ; 1 %///. /// // j/ /. / / / -_ _ __ 0Y GRUB S r"'t IH SCRUB&13SH BRU I n W I 7. THE CONTRACTOR STALL COMPLETELY REMOTE EXISTING BUILDINGS,INCLUDING(ANDRES,PAWS, OH = STARS,NETETB,PORCHES.FOUNDATION WMLS,CONCRETE SUBS,AND ANY OTHER ATTADHMEMS I I / r /,•;' 9S3'y o (ABOVE OR SLOW G WHERE$HIM ON THIS SEEP. MUM no y°;° & ALL ABANDONED UnILTIES STALL BE CAPPED,SHUT OFF AT MAIN,AM FILLED SEE DETAIL A ON �n 11 I /' / r �- _ 4 AMOOm wr drc THIS SH �°;'s sti T i./- r � r/./JJ. / ���/i//. � , Eta. r/-'-�• ---_ wu a IL /., / / �- I 9. ANY UTILITY LINES NO LOW IN USE(EITHER SHWA ON THIS SHEET OR DISCOUM IN THE 1 1 , /.. - // G /�. ///_� - UM T OF j �. FIELD)SHALL BE OOMPIEIELY MOM IF THEY ARE IN CONFUCT WifH ANY NEW I111LIIY OR AFt, IP.h`GRUB � Y /�� /� /�,': i / /r,. /. - __ SrRLZTIR:E 26>.Ao' �P.V�,V�. , / -;mac-- vt to. ANY�AND UNDERGROUN Man D A�ru�a SSwL.EXCAVATED Yi�LL�m YErttri RDNAB E¶FILL ON WALLS,HE FROST 11 1 ��` / I RxE STRIP. LINE,MD 777E 2 CRISPER RUN STONE MUM LI f REM 304.12)ABOVE THE FROST LINE f 1 1 ^' , ,,.' r r, .r_/ /.. ://„/, _ I &GR B EX. 1 I's COMPACTED 10 BSI%.DENSITY(IN 6'MAXIMUM UFIS). � � � II 1' F^ , � / / ////�j j /� C •ta•G J SCRU &BRUS 11. FADE TIEMPOWNiY SNOW-FENCING AROUND ALL DISTING TREES,SHRUE S,OR LANDSCAPING 70 g .I, N. 12. THE CONTRACTOR S M BE FESPOFISELE FOR PROCURNG THE THE REWIRE)AEATEMENT < ' 11 UMIT b ; S j can %'/ %%'• / //r, �.J /! / I q PRCALS FOR LEAD. ASBEDO ,AND OENTSP O TO DEMamON AS REQUIRE)BY � woRCLC STATEANDFEDERAL JU HAVING 1 1 i ss 55 13 7HE CONIRACTOR S1ALL CONTACT THE GOT'OF RWCA BUILDING DEPARTMENT FOR A DEMOLTTON FEW 7FRIOR1MB TO SITE CLEARING OR BUIIONG CEMttIRCN.CALL(ESOP)274-6506 FOR Pf7MUf 1 �� 1 Q ,/ %._.. / . r� APPLICAIIOFS AND FEE REQUIREMENTS. f IN W 1 1 � '.:�� "" / ; 1 F^ 1 % j j�j� / ///r /;%;,r'' /A/ r•..::!/ / IN s UMI OF I WO (EO.P.) A �j / �r/i',/ .iaac ,//• Oy R 1 ' C R,STRIP, UMIT OF //!? /, / Lila PRE GUARD VE&P T. -------LEGEND 1 1" WORK - wF ////��i/ EbST.GUARD R L I IYn I a I� � r aE,caue Ex. ; PROPERTY LINE '1 1 �'� SCRUB h BRUSH c ave.G sx j/ IX.EDGE OF PVMNL TO REMAIN IX - .EDGE OF PVMNT.TO BE REMOVED EOSTING CURB TO REMMN 1 1 �j /�� /�/ LIMIT OF IX C CURB TO BE REMOVED L'i WORK SAW-W-CIUr F LINE EXISTING PAVEMENT AREAS TO BE REMOVED EXISTING BUILDINGS ��9 11 1 , / /e� :% y EXISTING �•cxuu uxu'�cz �'�t/j/ cz TO BE DEMOLISHED BUILDING \ I o q 1 7.y LIMIT �. 'i WOFIIO(E.O.FI N�.65{ �%/ /•'' // / WORK % I EXISTING TREE OR SHRUB TO REMAIN 1 N 1 N N^ 1 1 / I \, UMI OF Iw' ` ,I/\ W K 1 S51 EXISTING TREE OR SHRUB g TO BE REMOVED $I 1 '1 / / F I f 111 1 1 - mv.:.�c4i SS ST � - MONKMAN(R.OJ ,,�`.\ 55' I 1 ,'.t .w SS 'Er cm-Ass.4•~_ 2506/7096 •, �S /I 1 v+ 1 i __{wv. WORKOF cT w )S PR$EREXISP PRE t ••,j SS SS 11 1 f1` 1 aA3RUYeRaP _ss s���� I I 1 "t FILL LENGTH OF PIPE TO BE ABANDONED WITH Ilr" 1 �•' u, KauD�Pr SS I I PLOWABLE FILL CFILL CDR SUCH AS K-KR) 1 t R&M REALTY 007 LLC(R.O. sG eur ern cm MI-CRETE,FLASH FILL OR APPROVED EQUAL) 1' � � ' 500928-007 7J X nDn EXISTING PIPE TO BE ABANDONED AND FILLED. 1 N ss I SITE DEMOLITION PLANAP I .•.. SCALE: 1 20,_0 DATER PIPE ABANDONMENT DETAIL A� 0 0 a s, SS 55 Ss SS SruE:1^= 1'-O^ TH Ay EN NEER�0RE FIXVCA EXCA VATION k OCONSDRUCnON TO g60F NET1,Y PROPOSED HOLIDAY INN EXPRESS HOTEL ENSURE SHE HAS THE FINAL SET of DESIGN �P p NJ Eq9 09 ��:% tM OOCIIUFNrs As ISSUED FOR CONSTRUCTION.THIS m e`` 70 .emu= 3 71 E L M I R A ROAD SUB 15 ENT UPDATES A5 OF F THIS DATE T FP5 ISSUED. * -¢ - PLAN 13 CUR DNT AS OF THIS PLAN BY THE / Taos AYNso..tsu4]w DESIGN FNGINEDR GOES NOT AFFORD ANY r r ewlab.Rm YakUna TRANN EEFS THE RIS Nro RECEIVE Y - = SITE DEMOLITION PLAN �-`- .,. P4m..P„„DIGS,= ITHACA, NEW YORK, 14850 AREAISUEiff FR GOSTRU O�'�SEMAYLRY TO N ` HE TRANSFEREE TO OFITNN UPDATED PEENS YMICH FO 080534 F REV.PER O'i1•C01aF1O5 2/11/14 ME R FR FOR CONSTRUCTION As THESE F n OR' BY:AVT SHEEP DIFFER FINIII PRflR0U5 PUNS IE5DE0 FOR PEWN 9pFESSIOTAP REV.FER COY CO!@Y11R 1/L{/14 CHECKED BY: OSf OR InO. STAMP SEAL ISSUED FOR Sm+/STE PLAN W. 10/15/13 JOB If 13-268 C-5.0 YWJUHG:T 6 A Y�O 1 G•S 1 1-,—G.—],OF THE-1 1(IAIt SfAIE EDGCATION.1 11R/NY FEF .U11ES5 AGIINC II(.D'R THE DFE..LV A LCFI.RD IFOIIIFDI OH r.,GiE40�W-fNG:IEEA,10 kiFR LY.1 IIPT,NHS,:FERIGPO.YS,Oft--TO Y.1i�1 1NE SF/L G:A IJ—D MCIYIEC,OH FFU,RSO.W1 FNGMFFA HAS B@I AFF JF i i NOTES 1.FOR REFERENCE INFORMATION SEE TOPOGRAPHIC BOUNDARY SURREY PREPARED BY T.G.MILLER DATED AUGUST 21.2013,AND IDENTRED AS JOB W.SI3-606 INCLUDED WITH THIS SET OF SITE PLANS R 2.ALL CONSTRUCTION SHALL CONFORM TO CITY OF ITHAA STAND^RmS AND NEW YORK STATE CODE REOUIREMTNIS AS WELL AS THE:LATEST AI.S.C.,A.C.L.OSHA,AND AS.TM.STANDARDS.WERE • J 9 I I I CODES OAR AP,THE CONTRACTOR%M COMPLY WITH THE MORE SOdNGENT CODE �•°FNur P.wmxc ^?, I II I 3.WHERE A SPECIFIC MANUFACRFER'S PRODUCT IS CALLED OUT ON THIS SHIFT OR ANY OTHER PLAN IN I I LOYAL ORDER OF I FHS SET OF DRAWLGS,THE MUST COMPLY WITH THE MA4LFACRIREWS LATEST PRINTED I 1 1 29 THE MOOSE INSTRUCTIONS AND PEOM4IENDABONS FOR INSTALLATION. 840/347 #666(R,O.) 4.ALL TRAFFIC CONTROL AND WARNING SIGNS SHALL CONFORM TO N.Y.SD.OT.MANUAL OF UNIFORM I I I �. )wend 5'MIN.BLDG& FORMER PROPERTY LINE I TRAFFIC CONTROL DEVICES. I I I RD.&BETWEEN 1 E SPENCER;. o PVMNT.SETBACK START TIERED I I II ( - 28.20"2„E 35'R RD.&371 EIMIRA RD. RETAINING WALL 5.THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE PASS6aMYS FOR TRAFFIC AND PEOEST AS TO I 1 'E' 0 e ' EOSTNG BUSNECRS WHCH WILL FE7,WN IN OFEAARO`N 1}ROlOiOUT HE UIPAnON CF THE I 1 %". TS.32' I �. "P.Vn.wr N +1 233. 70iAL NEW LAWN G COVSTRLK'TOL I I '.'. 36'-9'6.ANY LIST-IN-PLACE CONCRETE SHALL CONFORM TO N.Y.S.D.O.T.STANAR)SPECIFICATIONS i I (SECTION 501) USE CLASS b"FOR WAPSTER EMO.OSURES,APRONS,OR STRUCTURAL SLABS.USE CLASS b I I II I II Q5,i`',':+: I-5 > 35'R 152-3" FOR SIDEWAYS AN ALL OWER GENERAL PURPOSE OONCREE PAVEMENT ON SITE CEMENT USED TO o ' ', 20'- PRODUCE CONCfETE SWY CONFORM WFH BOTHO318 AN ASWM C1157.CONCFE SHALL HE A I1 I I 6" i "AacYrlcr,,,r�.c SLUMP OF NO MORE THAN 5'AND AN AR FMRA1MENr OF 4-6R. I I 1 °I.i 1 - "F [SILL 4'R 2'R 1 I 2'-4'R b N 6'-0 15'R 2'_q I 7.AL OONCREM CURBS,SIDEWALKS,APRONS,AND PADS SHALL BE CURED USING A PIGMNIED WRING I I I o• • r„ 51? 33'-g• 5,7,0. 15'R 15'R F,'• 5 0' COMPOUND CONFORMING TO ASTM C309. 1 1 1 ,'` g•_71' �'�_ f5'R I °, •I5'-• 1 ", II I j.•I 5'R T2A 21'R ¢ <aR9 kJ i 15'R - I- 2R I S. ANY DEMATION FROM ANY PANS IN THIS DRAWING SET SHALL REWIRE APPRWAAL OF DESIGN S'�5" f W 2'R 2'R 25' NEW REREII I I I i6;<,.7 � DNIOVOIN I'I:j ENGINEER AND THE CRY OF ITHACA PUNNING AND BUVONG DEPARTMENTS.AS WELL AS THE I I I '.:I O -•2 ? N ONDIyYd ONIOVOI 2'R 25'- I RETAINING(WALL I APPROPRAFE ILMUY OCAPANIS AND SERVICE PRO✓DEFS. I I I ,.'•1 ;r+••`"r- `i�':"'•:_'.• __ - ,•T €5 P, i�T� Yq, FIR 9. COORDINATE EXACT LOCATION OF UP-LIGHTS WITH AACI-I ECT OF RECORD PER HOTEL PROOI'P AND II I II A, e � �Y�O S S •4 5'R I EUWONG ELEVATIONS. I � ' � Inv b 1 I �O)'•�.ea.;l �'- 18'-' - 74,_0. 10. THE CONTRACTOR SHAM PROMDE BARRIER h COARRED WALMY FOR FRONT SDRU DURNG CONSTRUCTION AS PER 3306.5v'305.7 OF WS BUILDING CODE I I 115-6.S B .�!.I 1 20'_0• 18'-0' 18'-0' 20'_�'.:p.T 7 0 1_0" 11. THE CONTRACTOR SHALL BE HESPON96LE FOR PAYING ALL NECESSARY FEES AND OBTAINING ALL 1 I 1 1 1 1g'-0" 20'-0" 1g'-0° _ r. NECESSARY PERMITS PRIOR TO THE START OF CONSRAIC ION.CONTACT CITY OF IHACA BUILDING I I 1 I 1'`0' •I} u l N DFPAR SnE (274�i.906)AND HE NEW 1TX6C SLATE DEPARTMENT OF TWN6POftTAnON(756-7072) I 1 1 128'-1°• n I ; FOFR INSTRUCIIQVS,PBEAR A°PL1CA710NS•AND FEES. I I I E 6-68 `",•� •• I I I�5 O°�;.:!I NFW 4-STORY HOTEL N _ 1 P h) (t12,576 SO.FT.) 2,R I I (76 ROOMS) I II II LzJI �I I m czi 3'R i Im q R j 11 'rSI •s^•E ( m o - 5•_ 15'R 15-0 + I� Q I 1 1¢lyl I .i, 5-2' 2R 20-4. 2 _ �' I R I I L;P::;:: Q SIR 3,R I K .. R 2' I .. a oho•62-3 ::� a •} d 'n R CODE & SITE DATA I I o I 5.-C. I S 15'R In I TOTAL PARCEL-1.44 ACRES(t62,824 SQ.FL) 1 i II :'I I - �33j^E SET '� 6 ZONED:SW-2(SOUHWEST) I ''1 5'MIN.BLDG& 7 , Io ^43 LEGEND I I b I I BUILDING PVMNT.SETBACK _ 6's a• ;" �( IZ rra� REQUIRED PROMIDEO I 1 �- EXISTING SIGN SETBACK - I 15'MIN.FROP}T .F _ p T3 9 I , v NEW SIGN I BLOCISEIBAC�C :j w F::3awrvM sF,E4 X % N EXISTING FENCE FRONT(MIN.) � X X NEW FENCE FRONT(MAX.) 3e-0- 16' 6' I BLDG 15ETBACI� EXISTING EDGE OF PAVEMENT I 6'q• I'v o NEW EDGE OF PAVEMENT I I I T.. F SR SIOE 5'-0' 7'-6" ;TA ro ,, h li EXISTING CURB I 1 I I`,I _ 0 .V NEW CURB 6" I I ^ �• 99 o I� ( ) REAR 15'-0' 213'-3' I •y V x _ I - I�7 ou°I u""FFxIx c) .1 . 1�-O"WALL r ------- SITE PARCEL PROPERTY/R.O.W.LINE I I I tt - I": P• _ I --- ADJACENT PROPERTY R.O.W.LINES I I I �.I - 5,d y<•:-•'- / PARKING REQUIRED PROVIDED I 1 1 '• y"''.I, E ' .v EXISTING tlTiLffY POLE SETBACK I I 1 ,�,.I I "': :•:: xC EXISTING LIGHT FIXTURE �..a •ITrNur,�O , EXISTING S FRONT 15'-0' 92'-2' I u •?:i Svr,Y.F,,,e, I 1 I °+ipPu uxF calm:d:`xnc J BUILD/NG �n;.q'°rF uxR3i-nce2'Tor- •.:.7 0 NEW la I EXISTING CONCRETE AREAS SIDE 5'-0" 5'-O" I I 1 'T .yf. [ PRIVACY CE N0.654 NEW CONCRETE AREAS REAR 15'-O" 23'-0" i I II _ ��:-T(, a"rww I K• _ START NEW �,J s vErN cF can 0T•FRONT SErEACKS ARE FROM FACE OF CURB I I RETAINING WALL-` \� //' �CE 12"INSIDE "\ a u.P.• ','-Y / PROPERTY LINE(TYP.) LANDSCAPE REQUIRED PROVIDED 1 I I U=-� MONKAIgIV I` GREEN SPACE 123 30% I I I 5'MIN.BLOC k (R.0. °d 1 i PVMNT.SETBACK k(EA,.,,ccXr ` 2506/7096 ) I �\• n' PARKING REQUIRED PROVIDED 1 1 I I e I TOTAL 76 SPACES 76 SPACES i I i ? EZ AVRur wRXxc \ I HANDICAP 4 SPACES 4 SPACES I II ` PROP.O .FOOTPRINT=312,578 SO.Fr.(GROSS) I I R&M RO 92 ooi 377 rtc(R.o.) I I TOTAL ROOMS=76DG ` I ROOF OT SPY E FIFE PROTECTION: MNIR SYSTEM I MN.OCYCLE PAIONG REQ'O=6 TOTAL OCYLLE PAOONG FROADED=6 MN.FRONTAGE FWD-200' I TOTAL FRONTAGE=226' I MAX ALLOWME BULON O OWRI13E=35% I TOTAL BUILDING CUERACE=19% N TOTAL. 0OT ZE SZE=,62,824O. DIMENSIONAL SITE PLAN MORAL LOT SIZE=6 0 S.F FT. SCALE:1"= 20'-0" 0 20 40 80 PROPOSED HOLIDAY INN EXPRESS HOTEL aCONTRACTOR GVAn0M4 h THE CRON TO ��°F"EwY ENSURE HE/SHE PEAS THE FlNLL SET OF DESIGN A,•P��V•TEgq,P 09 ` r,TjOptIRT1a DOCUMENTS AS ISSUED FOR EONSIRUCIION.N16 oe C ( �,. „weu•uu. 371 ELMIRA ROAD PVN ISCURRENT AS OF THE DALARWSE ED. r2 ¢ SUeSEWEM UFDA173 OF THIS PLAN Fn THE oESIM ENVNEW DOES NOT AFFORD ANY DIMENSIONAL SITE TRANSFEREES THE RIGOR ICI RECE]VE SVD 2 ��.,' PF<ne:nlNE°SNOxa ITHACA NEW PORK 14850 UPDATES.BUTOS`A"NE ESPONSIRRYT97E 2s �' PLAN TRANSFEREE TO OBTNN UPDATED PLANS WNICH A°O 08065A F� ILLV. 'F'A[FLY CpaIDR9 x/21/FI oIFFFAFmA0�p1 NouSFVNs 65umFon ESE PmMIr ROFESSIONP�" pIy�, tMylt DRAWN BY:AVT SHEET OR go. CHECKED BY:OST C-1•1 STAMP SEAL RSUEO FOR SERt/SITE PWI REV. 10/I5/lO JOB 13-288 Y.r Y°NeXG IT 6 A YNUItON 6 EEGIIGN Y2°9,EV-oAH51°V x.OF AXE Hfl'1 TVPJ(STALE­1MIFOR ANTI PE Y1.UXIOS FLTN°W�11HE UFECIICN OF A IICII®IFCHIRLT OR RiOFFIDQWI ENCHFfli,10 FLlE9 IN ANY TRAY,PVN;4EGPIGI1dY5,OR 53tlR1510 KXUI ME SEV.OF A 11@®MC{YfECT OR PnOFF551f1.W1 EN-NAS BEEN/FfUED. stud'10 T3 2495 Main Street, Suite 301 Buffalo, NY 14214 hone: (716) 803-64 0 fax: ( 16)810-950 October , 2015 Ithaca Division of PlanningDevelopment Lisa Nicholas 108 East Green Street Ithaca, New York 14850 StudioRe: Revisions for the proposed Holiday Inn Express Hotel 371 Elmira Road Ithaca, New York 14850 - Dear Lisa, Per your request, enclosed with this letter please find the requested 12 sets of revised site plans for the proposed hotel on 371 Elmira Road to be discussed at the October 27, 2015 Planning Board Hearing. A summary of changes are as follows: • The total #of rooms in the proposed hotel is now 79. Therefore the parking lot layout needed to be revised to include 79 parking spaces. • The City Engineer requested soil percolation test results to justify the usage of the porous pavement surface previously proposed in the last set of site plans. Since these tests indicated the soil subbase on the project site are not conducive to stormwater infiltration, the porous pavement has been replaced with standard asphalt pavement, and the subsurface stormwater infiltration system has been replaced with rain gardens and bioretention to meet the demands of the City Engineer and NYS Department of Environmental Conservation. II revisions have been clouded, dated, and labeled for clarity. Please contact me before the Baring if you have any further questions. Sincerely, STUDIO3 ENGINEERING, PLLC Andrewe oi, P.E. Optima Design& Engineering, PLLC 2495 Main Street, Suite 301, Buffalo, New York 14214 Phone: (716)803-6400 Fax: (716)810-9504 I I I I i I I NOTES sO�I.• I 1. FOR REFERENCE INFORMATION SEE TOPOGRAPHIC BOUNDARY SURVEY PREPARED BY T.G. MILLER DATED I AUGUST 21, 2013, AND IDENTIFIED AS JOB NO. S13-606 INCLUDED WITH THIS SET OF SITE PLANS. x tio�TyA I 1: 2. ALL CONSTRUCTION SHALL CONFORM TO CITY OF ITHACA STANDARDS AND NEW YORK STATE CODE m qp4 REQUIREMENTS, AS WELL AS THE LATEST A.I.S.C., A°C.I., O.S.H.A., AND A°S.T.M. STANDARDS. WHERE 1' AASHTO SAFE SITE EXISTING ����Ftic I I I CODES OVERLAP, THE CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT CODE. I DISTANCE LINE ASPHALT PARKING-) m Ftio i m 3. WHERE A SPECIFIC MANUFACTURER'S PRODUCT IS CALLED OUT ON THIS SHEET OR ANY OTHER PLAN IN I c x LOYAL ORDER OF THE MOOSE I THIS SET OF DRAWINGS, THE CONTRACTOR MUST COMPLY WITH THE MANUFACTURER'S LATEST PRINTED I TRANSITION NEIW SIDEWALK m #666 R TO EXISTIN SIDEWALK I� 840 3 ( .0. INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. I � � 47 � D NEW DUMPSTER & I NEW LAWN SIGN FORMER PROPERTY LINE 4. ALL TRAFFIC CONTROL AND WARNING SIGNS SHALL CONFORM TO N.Y.S.D.O.T. MANUAL OF UNIFORM I II I I, ` I (BY OTHERS) E NEW POLE C BETWEEN 652 SPENCER -1° RECYCLING BIN ENCLOSURE NEW GUARD RAIL AT I A I I TRAFFIC CONTROL DEVICES. I I I 3 NEW FLAG POLES RD. & 371 ELMIRA RD. I W/ UP-LIGHTS -1° LIGHT (TYP.) -1° START NEW TOP OF WALL (TYP.) 5. THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE PASSAGEWAYS FOR TRAFFIC AND PEDESTRIANS TO I I 1 �, Ex. EDGE of PAVEMENT RETAINING WALL _ — EXISTING BUSINESSES WHICH WILL REMAIN IN OPERATION THROUGHOUT THE DURATION OF THE II I _ Ex. U.P ----_ CONSTRUCTION. I REM VCON E C APRON I 1 al C cam- — I - 6. ANY CAST-IN-PLACE CONCRETE SHALL CONFORM TO N.Y.S.D.O.T. STANDARD SPECIFICATIONS (SECTION I IN KIND NEW HANDICAP I 501). USE CLASS "C" FOR DUMPSTER ENCLOSURES, APRONS, OR STRUCTURAL SLABS. USE CLASS "D" I I I I = j NEW CONC. ACCESSIBLE PARKING U.P. FOR SIDEWALKS AND ALL OTHER GENERAL PURPOSE CONCRETE PAVEMENT ON SITE. CEMENT USED TO I I - 801 SQ. FT. PRESENT c I ' CURB TYP. C C NEW CONC. I ENrERLINE � � ( ) NEW INTEGRAL � � PRODUCE CONCRETE SHALL CONFORM WITH BOTH ACI 318 AND ASTM C1157. CONCRETE SHALL HAVE A I I LOADING AREA -1° 1° CURB �, �, --- . �- o°® _____ -� CURB-WALK (TYP.) .-_ �--- SLUMP OF NO MORE THAN 5 AND AN AIR ENTRAINMENT OF 4-6%. I E NEW PORbUS r a °I- --- 1 /V ° NEW CONC. I EW GUARD RAIL T A I 1. PV�INT. (Tll'P.) I . B � � � ��R;�f TYP.) T P OF WALL (TYP. -1° 7. ALL CONCRETE CURBS, SIDEWALKS, APRONS, AND PADS SHALL BE CURED USING A PIGMENTED CURING I I I C - COMPOUND CONFORMING TO AS.T.M. C309. I NEW ANOPY OVERHANG I -1° 10 12 17 A OVE. (SEE ARCHI) N10VO�N I ---------- I NEW TIERED RET INING I � ' � / ONIadO 7 _ , NEW POLE------------ - . I C NEW POLE WALL. SEE SHEET C-1.6 8. ANY DEVIATION FROM ANY PLANS IN THIS DRAWING SET SHALL REQUIRE APPROVAL OF DESIGN I I O2 o ONIAIJVH ON l - LIGHT TYP. - I ENGINEER AND THE CITY OF ITHACA PLANNING AND BUILDING DEPARTMENTS, AS WELL AS THE G U - LIGHT TYP. APPROPRIATE UTILITY COMPANIES AND SERVICE PROVIDERS. I A NEW FOUNTAIN / o - \ ® ® -_ I -- --- ( ) -- --- I -1°1 WATER FEATURE 9. COORDINATE EXACT LOCATION OF UP-LIGHTS WITH ARCHITECT OF RECORD PER HOTEL PROTOTYPE AND I I II NEW BICYCLE RACK. _ I ---- F BUILDING ELEVATIONS. SEE SHEEP C-3.0 FOR LIGHT FIXTURE MODEL SPECIFICATIONS. II I ► TOTAL NEW CO C. I °'_ , NEW CONC. G F NEW HAS I � --- - JJ 10. THE CONTRACTOR SHALL PROVIDE BARRIER & COVERED WALKWAY FOR FRONT SIDEWALK DURING SIDEWALK TY . . F _ NEW CONC. I _1° ( ) -_ SIDEWALK (TYP.). 1° �° CONSTRUCTION AS PER 3306.5-3306.7 OF NYS BUILDING CODE. 25 r�T I SCORE 5' C C � a SCORE 5' C-C -1° _----------- ACCESSIBLE PARKIN - i I P ,r P �� i ,, ° I SIDEWALK (TYP ). I 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY FEES AND OBTAINING ALL I ____ i -- SCORE 5 C-C NECESSARY PERMITS PRIOR TO THE START OF CONSTRUCTION. CONTACT CITY OF ITHACA BUILDING I NEW STAMPED. CONC. PAD(COLOR & PATTERN BY NEW BICYCLE RACK. E ------- I - --- --- -- I I DEPARTMENT (274-6508) AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (756-7072) F NEW CONC:i FOR INSTRUCTIONS, PERMIT APPLICATIONS, AND FEES. II _1° IDEWALK (TYP.): i °. ARCHITECT OF RECORD). 6 TOTAL SCOREI5 C-C� EW PARKING NEW BIORETENTION #1 R LOCATED "LEFT - I - (SEE C-2.1) ® - II F NEW CONC. ° � ( STRIPING (TYP.) ' T N ONLY" SIGN SIDEWALK II I I I • 1° (TYP.)SCORE 5' C-C G NEW POLE NEW 4-STORY HOTEL I I - ---- IGHT (TYP.) �~ I q 7 NEW BIORETENTION #3 X ° \ (SEE C-2.1) I NEW PARKI C I z Q m I m -------------- - I °a STRIPING (T ) -1° . . � --------- (� I I I ( 9 00 S) m , I D D ----- ------------ NEW z I BIORETENTION I o NEW A.C. I I I SITE I I II II (SEE C-2.1)UNITS CODE DATA w a iI 2 I TOTAL PARCEL 1.44 ACRES (f62,824 SQ. FT.) W . coNEW POLE TRLEGEND ZONED: SW-2 (SOUTHWEST) I ARMER PAD — LIGHT (TYP.)& DETAIL PER ---- SETBACK REQUIRED PROVIDED ELEC. SVCE. PROV. NEW UARD A IL�ATEXISTING SIGN a II-� NEW SIGN I D NEW UP�LIGHT ( P.),I — -1° NEW 6' HIGH BOARD— E • CHAIN LINK FENCE BOWS G NEW PARKING --------------- TOP F WAL (TYP.) 1° _ 16 TOTAL ABOUND E TIRE NEW PRIVACY FENCE sf OVER PROP. LINE EXISTING FENCE FRONT (MIN.) 15'-0" 16'-8" I I I 1° p BLDG.I SEE NO E 91 -` �° i NEW RETAINING �� �` -1° STRIPING (TYP.) NEW FENCE I WALL. SEE-SHEETS ----- -------- EXISTING EDGE OF PAVEMENT FRONT (MAX.) 34'-0" 16'-8" I I 1 ► C-1.6 & C_ I o NEW EDGE OF PAVEMENT I - NEW RETAINING Iz EXISTING CURB SIDE 5'-0" 7'-6" I WIDEN SIDEWA IA F NEW CONC. WALL. SEE SHEETS it g O NEW TIERED RETAINING I 5 7 TO CITY OF I HA� _1° SIDEWALK (TYP.). _ C-1.6 & C-1.7 . P WALL.' SEE SHEETS C-11.6 I ' SCORE 5' C—C EXISL CHAIN LINK FENCE I & C 1.7 NEW CURB (6") REAR 15'-0" 213'-3" EASEMdNT � -- SITE PARCEL PROPERTY/R.O.W. LINE z I - — — ADJACENT PROPERTY/R.O.W. LINES PARKING REQUIRED PROVIDED I I 1Fl EXISTING UTILITY POLE SETBACK EXIST/�l� I ° EXISTING LIGHT FIXTURE I I _ ? I — — E / / I I XISrING / / -- ND NEW A I FRONT 15 -O 92 -2 � I . — . . — ' ' — GRAVEL PARKING � B�/IL Dll V� EXIST CHAIN INK FENC �® NEW LIGHT FIXTURE I I �' - PRIVACY FENCE Ntly. N .o 654 NEW RETAINING WALL. ® NEW PARKING SPACE COUNT SIDE 5'-0" 5'-0" II II I I SEE SHEETS C-1.6 & DIRECTIONAL ARROW NOT PAINTED ON PVMNT. I I C-1.7 REAR 15 -0 23 -0 START NEW A C NEW POLE EXISTING CONCRETE AREAS NOTE: FRONT SETBACKS ARE FROM FACE OF CURB I I START NEW _ \-� PRIVACY FENCE -1° -1° LIGHT (TYP.) NEW STEPS RETAINING WALL I Ex U.P \' RAILING I NEW BIORETENTION #4 MONKMAN R LANDSCAPE REQUIRED PROVIDED II , I I SEE C-2.1 �� ( •O•) � ( ) 2 5 0 NEW CONCRETE AREAS 6 GREEN SPACE 12% 30% I I I �Exisr. L/cyr � � 096 I I I � � I PARKING REQUIRED PROVIDED I II I I AASHTO SAFE SITE DISTANCE LINE \ \ I I I I EX. ASPHALT PARKING TOTAL 79 SPACES 79 SPACES I I I I \ HANDICAP 4 SPACES 4 SPACES I - I I I II I I R&M REAL 7Y 377 � I LLC (R.O.) � I TNT = ±12,758 SQ. FT. (GROSS) I I 500928-007 I TOTAL 00 S = 79 GLE-PLY MEMBRANE FIRE PROTECTION: SPRINKLER SYSTEM MIN. BICYCLE PARKING REQ'D = 6 TOTAL BICYCLE PARKING PROVIDED = 6 I N \ I MIN. FRONTAGE REQ'D = 200' I I \ TOTAL FRONTAGE = 226' I SITE LAYOUT PLAN I MAX. ALLOWABLE BUILDING COVERAGE = 35% \ TOTAL BUILDING COVERAGE = 19% SCALE : 1 "= 20'-0" \ I MIN. LOT SIZE = 3,000 SQ. FT. TOTAL LOT SIZE = 62,824 SQ. FT. 0 20 40 80 I I I I THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q� v T Eq BYO A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN A, � R 'A A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS * a * DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. SUBSEQUENT UPDATES OF THIS PLAN BY THE r Z . " 2495 Main Street,Suite 301 A REV. PER ONWER/ARCHITECT 9/1/15 SITE �Y0 UT �I V 371 ELURA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — w I Iv Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 Y-[ Y 6LSLOff UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH 08063'� �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT gOFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. A CHECKED BY:Y: OST �_ � •0 STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. NOTES 1. FOR REFERENCE INFORMATION SEE TOPOGRAPHIC BOUNDARY SURVEY PREPARED BY T.G. MILLER DATED X tio� I AUGUST 21, 2013, AND IDENTIFIED AS JOB NO. S13-606 INCLUDED WITH THIS SET OF SITE PLANS. TtiA 2. ALL CONSTRUCTION SHALL CONFORM TO CITY OF ITHACA STANDARDS AND NEW YORK STATE CODE REQUIREMENTS, AS WELL AS THE LATEST A.I.S.C., A,C.I., O.S.H.A., AND A.S.T.M. STANDARDS. WHERE ExisriNG U CODES OVERLAP, THE CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT CODE. ASPHALT PARKING m do I m I 3. WHERE A SPECIFIC MANUFACTURER'S PRODUCT IS CALLED OUT ON THIS SHEET OR ANY OTHER PLAN IN I I ' LOYAL ORDER OF THE MOOSE I THIS SET OF DRAWINGS, THE CONTRACTOR MUST COMPLY WITH THE MANUFACTURER'S LATEST PRINTED I I I ID 84%347 #666 (R.O.) , INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. I I I I FORMER PROPERTY LINE PK 4. ALL TRAFFIC CONTROL AND WARNING SIGNS SHALL CONFORM TO N.Y.S.D.O.T. MANUAL OF UNIFORM I I Io FOUNDIL co 5' MIN. BLDG & BETWEEN 652 SPENCER I IPVMNT. SETBACK RD. & 371 ELMIRA RD. START TIERED I I TRAFFIC CONTROL DEVICES. I I I - 28°20,72„ E 35 R RETAINING WALL ' I I + " _ " EX. EDGE OF PAVEMENT Ln (I TOTAL 5. THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE PASSAGEWAYS FOR TRAFFIC AND PEDESTRIANS TO II I I 1 0 g- _. - _ �5 0 233. — - - EXISTING BUSINESSES WHICH WILL REMAIN IN OPERATION THROUGHOUT THE DURATION OF THE I I j NEW LAWN IG - Ex. uF ire --- < 38°�'28" E _ - CONSTRUCTION. I I - _ _ -- j 0'- » - — ------ 3 N __ ———— 199.37' PTO P ��„ —< --�- 34' I 1 6. ANY CAST-IN-PLACE CONCRETE SHALL CONFORM TO N.Y.S.D.O.T. STANDARD SPECIFICATIONS (SECTION I I I 11 35'R o 108 -6" ��1� I m I " I 1 152 -3 I 501). USE CLASS "C" FOR DUMPSTER ENCLOSURES, APRONS, OR STRUCTURAL SLABS. USE CLASS "D" I I II i j 5 -O N o o 8 j EX u P. cri FOR SIDEWALKS AND ALL OTHER GENERAL PURPOSE CONCRETE PAVEMENT ON SITE. CEMENT USED TO I I I j I 9'R ,_5„ 20'-6" 1 o ; „ I+ to ' - PRESENTICENTERLINE PRODUCE CONCRETE SHALL CONFORM WITH BOTH ACI 318 AND ASTM C1157. CONCRETE SHALL HAVE A II I I i° c�V°I ` 4'R' 0 2�R cv _Y I 42 5 1.7 R _ I 5 -0 SLUMP OF NO MORE THAN 5 AND AN AIR ENTRAINMENT OF 4-6%. " °'- ' ' " I �2 -4 R� 25 -g N � N ,- R� f � -q I I I � � ■ 0 51'- 7g°J , 1.5 R 3 2.5 R I °° 7. ALL CONCRETE CURBS, SIDEWALKS, APRONS, AND PADS SHALL BE CURED USING A PIGMENTED CURING I I I I° ;j I 9 -11 _ 5z �� 1.5 I COMPOUND CONFORMING TO A.S.T.M. C309. I I I I ,1 5 R I 16'-3" _ IV I 21'R c ONIabO�NN I 33'-0" — o -------------- NEW TIERE 8. ANY DEVIATION FROM ANY PLANS IN THIS DRAWING SET SHALL REQUIRE APPROVAL OF DESIGN I I I I `.r' ° ; ON � ONIabOI - O0 I I RETAINING �WALLENGINEER AND THE CITY OF ITHACA PLANNING AND BUILDING DEPARTMENTS AS WELL AS THE I (Jn N�Jbd ONI APPROPRIATE UTILITY COMPANIES AND SERVICE PROVIDERS. I I I I L 17 R eo 3 R I I 1 -0 W 9. COORDINATE EXACT LOCATION OF UP-LIGHTS WITH ARCHITECT OF RECORD PER HOTEL PROTOTYPE AND I I II I 7„ -- ----------- 6' " BUILDING ELEVATIONS. II I I i °j 14 - ------------ '-11 18'-p„ 7 - ' 20'-0» 10. THE CONTRACTOR SHALL PROVIDE BARRIER & COVERED WALKWAY FOR FRONT SIDEWALK DURING I I I ` Q ,_ ++ '—p" 20'-0" IO' r - - -,- ,+ 1' LL CONSTRUCTION AS PER 3306.5-3306.7 OF NYS BUILDING CODE. I I I I'° I I - 20'-p» 18 0 18 2so.6g.P ro p Tti� �3 -6 L 1 (r ---------- 1 0 V�I L 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY FEES AND OBTAINING ALL I �- - NECESSARY PERMITS PRIOR TO THE START OF CONSTRUCTION. CONTACT CITY OF ITHACA BUILDING I I 5,_7 S BACK I 8„ - -- o `° �' I -- ------- - = o II 00 DEPARTMENT (274-6508) AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (756-7072) II II I I I 5,-O,+ 128 •° ° a, o - - to N- -------- jl FOR INSTRUCTIONS, PERMIT APPLICATIONS, AND FEES. I ------ 30 ,. I I � o 16 0" I _ _----.--------- H,e I I o . ,. I I 1 I NEW 4-STORY HOTEL - 2'R I I zI I FT.) 5,_p„ 3,R ----- -------------- m II° I �(79 ROOMS) f I o -------------- I I ----- I - m - ------------ 15'R-/ I 14,- „ co _ x I 5 _0 5'-2" 2'R 23' 1 3'R ----- ° W D — W I ° W I m1� 1 m I_ N o I z 3,R rn 5R I ACK 1 r 2'—3" 0„ / 45'R� '� 49.5 R w w h 7" B I " o II I I I I. I I i� 9 23 3 E 3 R o "i 20 -- ti _p» o Q I w I II b I 7 + 1" 5 MIN. BLDG & 76 - , (� ^� , ' p PVMNT. SETBACK 6 25 I z LEGEND CODE 8c SITE DATA I , + " TOTAL PARCEL = 1.44 ACRES (t62,824 SQ. FT.) I I i EXISTING SIGN 15 MIN. FRONT j o , _ �7 R `" ? ��// pR a J ZONED: SW-2 (SOUTHWEST) ; j EX. CHAIN LUVK FENCE BOWS -� NEW SIGN I BLDG SETBACK D.6't OvER�Op. LINE EXISTING FENCE BUILDING I 34' MAX. FRONT °' NEW FENCE SETBACK REQUIRED PROVIDED I I I` �.S N 3 - I BLDG SETBACKI I i rn I 4' 6 o EXISTING EDGE OF PAVEMENT I I I -- �°� i' _ 5 R 16'_10„ 6' p+, `� NEW EDGE OF PAVEMENT FRONT (MIN.) 15'-0" 16'-8" I I I h �^� �� ° I( EXISTING CURB I I _ 03 0). I I `b .3 - "/ -p WALL F� P NEW CURB (6") FRONT (MAX.) 34'-0" 16'-8" I I I I I 1 Exisr. CHAIN LINK FENCE L� d --- --- SITE PARCEL PROPERTY/R.O.W. LINE SIDE 5'-0" 7'-6" I I I I I o " IW ADJACENT PROPERTY/R.O.W. LINES i ^ �Y EXISTING UTILITY POLE REAR 15'-0" 213'-3" II I I iv 1 I PI Fo I a00 S 3`32' r 2 5' o % EXISU E _ EXISTING LIGHT FIXTURE I I I c° I ED ASPHALT. XT o - p I I I ASPHALT I EXISTING J BUILDING EXIST�AIN LINK�EN 12 TO j N D NEW i PARKING I I c,l I I 0.4'� 'ER LINE I GRAVEL PARKING J 1 � PRIVACY FE�RCE EXISTING CONCRETE AREAS S TBACK REQUIRED PROVIDED II I I I I XD° 6T 45)-Opp ` I I I ` � 9° I S\ z „ I _ FENCE 12 INSIDE ` NEW CONCRETE AREAS FRONT 15 -0 92 -2 I I I - ���' I PIPE FOUND PROPERTY LINE (TYP.) I �-°  START NEW SOUTH of COR SIDE 5'-0" 5'-0" II II I RETAINING WALL EX. U.P. � REAR 15'-0" 23$-0" II I II a 5' MIN. BLDG & MONKMAN (R.O.) I \ o NOTE: FRONT SETBACKS ARE FROM FACE OF CURB I II I PVMNT. SETBACK � EXIST. LIGHT 250617098 I I LANDSCAPE REQUIRED PROVIDED GREEN SPACE 12% 30% I I I EX. ASPHALT PARKING I I I PARKING REQUIRED PROVIDED I I II CJ& I I R&M REALTY 377 LLC TOTAL 79 SPACES 79 SPACES I / 500928-007 (R•O.) HANDICAP 4�ACES4 SPACES I RINT = ±12,758 SQ. FT. (GROSS) TO 00 S = 7 � � I 0 R GLE-PLY MEMBRANE FIRE PROTECTION: SPRINKLER SYSTEM I \ I MIN. BICYCLE PARKING REQ'D = 6 TOTAL BICYCLE PARKING PROVIDED = 6 n I I MIN. FRONTAGE REQ'D 6 200' DIMENSIONAL SITE PLAN V \ TOTAL FRONTAGE = 226' MAX. ALLOWABLE BUILDING COVERAGE = 35% TOTAL BUILDING COVERAGE = 19% SCALE : 1 "= 20'-0" MIN. LOT SIZE = 3,000 SQ. FT. TOTAL LOT SIZE = 62,824 SQ. FT. 0 20 40 80 THE CONTRACTOR SHALL CONTACT THE DESIGN ��OF NEW Y PROPOSED HOUDAY INN EXPRESS HOTEL ENGINEER BEFORE EXCAVATION A CONSTRUCTION TO C Q � v T Eq p+ ENSURE HE/SHE HAS THE FINAL SET OF DESIGN � R 'A L�I�Y�CZ DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS � &ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * o * 2495 Main Street,Suite 301 371 ELVI � RA ROAD SUBSEQUENT UPDATES OF THIS PLAN BY THE r )�I ' r 4 REV. PER ONWER/ARCHITECT 9/1/15 DIMENSIONAL SITE DESIGN ENGINEER DOES NOT AFFORD ANY — � i' w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID = REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 `�,....&RCBL O4 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� ❑�N Fax:(716)810-9504 THACANEW YORK9 14850 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063a �� REV. PER CITY COMMENTS 2/21/14 rARE ISSUED FOR CONSTRUCTION AS THESE MAY '° � DRAWN BY: AVT SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 CHECKED BY: OST OR BID. C— 1 1 STAMP SEAL ,—,ISSUED FOR SEQR / SITE PLAN REV. 110/15/131 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. WHITE OR BLUE PAINTED STRIPE (TYP.). LATEX OR EPDXY 12x12 TRUNCATED DOME SHERWIN WILLIAMS SETFAST ACRYLIC 245y28" MODIFIED CEMENT PAVERS W/ SEALED A R=6" MODIFIED ALKYD TRAFFIC MARKING PAINT = MORTAR COURSE. (W/ PAVERS) GROUT JOINTS C-�. OR APPROVED EQUAL 24 VARI ol ES VARIES PER N 24" MIN. o lo 0.9" DIA., 0.2"H.----r0 0 0 '00 +�_ 0 0 0.9 DIA. o 04 Ilk N 245�28"24 28 01 O O /��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/�� TRIANGULAR PATTERN SQUARE PATTERN o I (EITHER PATTERN IS ACCEPTABLE) SECTION OF "DOME STAMP" PROFILE 23° PATTERN IN SURFACE PLAN OF "DOME STAMP" PATTERN IN SURFACE SCALE: 3" = 1'-0" SCALE: 6" = 1'-0" HANDICAP RAMP WITH DETECTABLE WARNING SURFACE ==OB /Ib SCALE 1/2" = 1 '-0" 00 DETECTABLE WARNING SURFACE D ETAI LS NOTES: A SCALE AS SHOWN CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE PER ICC / ANSI Al 17.1-1998 EXTENDING THE FULL WIDTH o, AND DEPTH OF THE RAMP (MID-WALK "IN-LINE" RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING 1' TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER-TO CENTER SPACING OF NOMINAL 2.35 INCHES. THE 3„ 1'-6" TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT). SEE ABOVE.. 8" 4'-6" 4'-6" 12" x 18", 18 GA. STEEL BAKED 12" x 18", 18 GA. STEEL BAKED ENAMEL INTERNATIONAL HANDICAP SYMBOL SEE NYS.DOT MANUAL OF WHITE BACKGROUND ENAMEL. SEE N.Y.S.D.O.T. MANUAL OF � OF PARKING SPACE . . . . . . GREEN LETTERS UNIFORM TRAFFIC CONTROL DEVICES, UNIFORM TRAFFIC CONTROL DEVICES, ANDICAP SIGN #P4-6C (SECT. 221.8). SIGN #P1-1C (SECT. 221.5). BOLT TO WHITE BACKGROUND PONLYC BOOLT TO TEFL POLE WITH 3/$'AND RED LETTERS & ARROW STEEL POLE WITH 3/8" CADMIUM INTERNATIONAL HANDICAP SYM B O L PLATED BOLTS, NUTS, AND WASHERS. ==0 WHITE SYMBOL 3/8 MARGIN & BORDER. SCALE 1/2" = 1 '-0" WASHERS. 3/8" MARGIN & BORDER. ARROW SHALL POINT TO ADJ. BLUE BACKGROUND LINE 1 & 2 TEXT: 3"-C. ( NO LINE 1 & 2 TEXT: 3"-C NOTE: REFER TO ICCl/ANSI A117.1 STRIPED AREA) ARKING LINE 3 & 4 TEXT: 2"-C, WHITE LETTERS qN ANY TIME BLUE BACKGROUND ACCESSIBLE 3" GALVANIZED STEEL POLE 12 x 18", 18 GA. STEEL BAKED 3" GALVANIZED STEEL POLE z ENAMEL VAN ACCESSIBLE SIGN z ROUND OFF CONCRETE :2 5-0" 5'-0" 5-0" 0 0 ROUND OFF CONCRETE N EXPOSED STEEL SHALL BE FINISHED 6" DIA. CONCRETE FILLED N TOP OF CURB WITH ONE COAT OF RUST-INHIBITING STEEL BOLLARD 10:1 10:1 6" DIA. CONCRETE FILLED PRIMER AND TWO COATS OF PAINT STEEL BOLLARD o COLOR BY OWNER N o (1) WRAP 30# ROOFING FELT I o FOR DEPTH OF PAVEMENT (1) WRAP 30# ROOFING FELT i SECTION FOR DEPTH OF PAVEMENT LJ LJ SECTION FINISHED GRADE FINISHED GRADE BOTTOM OF CURB (FINISHED GRADE) NEW ,CONCRETE SIDEWALK I ASPHALT PATCHING ASPHALT PATCHING CONCRETE HANDICAP RAMP TO Z HAVE RAISED TRUNCATED DOMES TOP OF CONCRETE i i TOP OF CONCRETE i i -�° FOR DETECTABLE WARNING SURFACE FOR FIRST 24 INCHES OF RAMP 3,500 P.S.I. CONCRETE i i 3,500 P.S.I. CONCRETE NOTES: 0 0 0 SIGNS SHALL BE PLACE 2 MIN. OFFSET FROM EDGE OF PAVEMENT. 10 '-6" DIA. 2. CHARACTERS AND SIGN BACKGROUNDS SHALL HAVE A MATTE '-6" DIA. OR OTHER NON-GLARE FINISH. HANDICAP STRIPED AREA HANDICAP RAMP DETAIL SCALE 1/4" = 1 '-0" HANDICAP PARKING SIGNS D REFER TO CABO/ANSI Al 17.1 - 1992 SEC. 4.7 SCALE 1/2" = 1 '-0" NOTE: REFER TO CABO/ANSI Al17.1 - 1992 SEC. 4.28 FIG. B 4.28.8.1 NO ARKIN ANY TIMEGIL NEW CONC. SIDEWALK NEW HANDICAP RAMP E z: D -�. HANDICAP & VAN -1. ACCESSIBLE SIGN (TYP.) �\ HANDICAP & VAN ACCESSIBLE p NEW CONC. SIDEWALK D » O'' PARKING" SIGN (TYP.) 000000000 0000000000000000000000000000000000 000000 NO PARKING ANYTIME 'O -1. 000000000 0000000000000000000000000000000000 0000 000000000 0000000000000000000000000000000000 00000 —�. SIGN (TYP.) NEW DETECTABLE WARNING B o �• -�, a, gs° INTERNATIONAL HANDICAP SURFACE �A O,• SYMBOL o HANDICAP & VAN ACCESSIBLE p 00 PARKING" SIGN (TYP.) 7 1° 2F' "0 WHITE OR BLUE PAINTED STRIPE (TYP.). SHERWIN WILLIAMS SETFAST INTERNATIONAL HANDICAP ACRYLIC MODIFIED ALKYD TRAFFIC 2'-0 SYMBOL MARKING PAINT OR APPROVED 9'-0" 9'-0" 9'-0" TYP. -�' EQUAL WHITE OR BLUE PAINTED STRIPE (TYP.). SHERWIN WILLIAMS SETFAST HANDICAP PARKING STRIPING DETAIL 8'-6" 8'-6" 8'-6" ACRYLIC MODIFIED ALKYD TRAFFIC G MARKING PAINT OR APPROVED SCALE 1/8" = 1 '-0" EQUAL HANDICAP PARKING STRIPING DETAIL F SCALE 1/8" = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN ��OF NEW Y ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v T Eq PROPOSED HOUDAY INN EXPRESS HOTEL ENSURE HE/SHE HAS THE FINAL CD <L SET OF DESIGN � R 'A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS �, DESIGN a ENGINEERING,PLLC 371 PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * � �� o ELURA ROAD SUBSEQUENT UPDATES OF THIS PLAN BY THE r = r o� 4 REV. PER ONWER/ARCHITECT 9/1/15 2495 Main Street,Suite 301 DESIGN ENGINEER DOES NOT AFFORD ANY — 9 w SITE DETAILS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID = REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �0? Fax:(716)810-9504 THACA �l E W YORK9 14 8 5 0 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063� �,� REV. PER CITY COMMENTS 2/21/14 ARE ISSUED FOR CONSTRUCTION AS THESE MAY '° �- DRAWN BY: AVT SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. � CHECKED BY: AVT �_ � • STAMP SEAL Q ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-152 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. 8'-0" MAX. WOOD FENCE (WHERE ADJ.) B 6" HAUNCHED CONCRETE SLAB TREATED RED PINE WOOD 4" -�, (4,000 P.S.I. MIN. CONFORMING TO N.Y.S.D.O.T. SECT. 501 CLASS - -- -- - - - - -- - - - - -- - - - -- - x 4" POSTS » E OR APPROVED EQUAL). ADD 4" x 4" PRESSURE (TYP.)4" & UNIFORMLY TREATED RED PINE OR TREATED RED PINE WOOD 2" x 4" DISPERSE IN CONC. MIX AT 1.5 o CEDAR WOOD. SET PLUMB. 4" 4" 2" RAILS (TOP, MIDDLE, & BOTTOM) Ibs. PER CU. YD. ("E3 INFORCE 2 x 4 TOP, MIDDLE, & OR APPROVED EQUAL) BOTTOM RAILS (TYP.) N FINISHED GRADE NEW 6" MIN. MECH. COMPACTED PRESSURE-TREATED RED PINE OR TYPE 2 SUBBASE COURSE c9-1 _ - - - -- - - - - -- - - - - -- - - - - -- - » » o (N.Y.S.D.0.T. ITEM 304.12) _ _ _ _ _ _ _ _ _ _ _ _ _ _ CEDAR WOOD. 1 x 4 e TREATED RED PINE BOARDS BOARDS SET EDGE TO EDGE TO o0 1" x 4" BOARDS AT 4" O.C. N Q _ r. COMPACTED TO 95% MINIMUM FORM PRIVACY (OPAQUE) SCREEN SIDES. USE GALVANIZED = , DENSITY o NAILS \\ \\ COMPACT EXISTING SUBGRADE AS N DIRECTED BY OWNERS ON-SITE PLAN GEOTECH. ENGINEER _ - - -- -- - - DUMPSTER ENCLOSURE SECTION DUMPSTER PAD SECTION o - - - -- -- - - - -- - - - -- -- - - ---- - SCALE 1 " = 1 '-0" � SCALE 3/4" = 1 '-0" APPROX. FINISHED GRADE AUGER 12" DIA. HOLE. FILL BOTTOM 6" WITH CRUSHED CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5" AND AN STONE. ADD 1 BAG OF o AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS . SLOPE NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION IN COLD SAKRETE AT EACH POST TOP FOR WATER RUNOFF WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN CONFORMANCE WITH ALL A.C.I. REQUIREMENTS. DUMPSTER ENCLOSURE ELEVATION A SCALE 1/2" = 1 '-0" NOTE: ALL WOOD TO BE PRESSURE TREATED AGAINST DECAY. ALL FASTENERS TO BE GALVANIZED 6" DIA. FLAGPOLE. (CONCORD INDUSTRIES OR APPROVED EQUAL). FABRICATE FROM SEAM- 6" DIA. SCHED. 40 STEEL LESS EXTRUDED ALUMINUM TUBING COMPLY- ROUND OFF PIPE. FILL W/ CONCRETE. ING WITH A.S.T.M. B241, ALLOY 6063 T6 HAVING CONCRETE FILL EXPOSED STEEL SHALL BE FINISHED WITH ONE COAT OF SPUN ALUMINUM COLLAR (TYPE FC-11 A MINIMUM WALL THICKNESS OF 0.188 INCHES, RUST INHIBITING PRIMER AND OR APPROVED EQUAL) FINISHED TO TENSILE STRENGTH NOT LESS THAN 30,000 PSI, TWO COATS OF TRAFFIC YELLOW MATCH FLAGPOLE SHAFT. DIAMETER AND A YIELD POINT OF 25,000 PSI. HEAT TREAT ENAMEL SHALL BE AT LEAST 1 INCH GREATER AND AGE HARDEN AFTER FABRICATION. THAN SLEEVE DIAMETER. F WRAP NO. 30 ROOFING FELT DEPTH PIPE BOLLARD a PAVEMEONT SECTIONOF C (4 TOTAL) SEALANT, 21' 0" - WEDGE TIG \/ ` L i i I \\j\\ N \ PAVEMENT AS SPECIFIED 20'-0" » I I I » EXIST. SUBGRADE 6 6 10 DIA. GROUND SLEEVE. (16 i ; I oLJJ STEEL BASE PLATE (10 x 10 ) //////\ //\//\//\!/ � _ GAUGE GALVANIZED STEEL) WITH 6" SQUARE SETTING 3,500 P.S.I. CONCRETE m PLATE SECURELY WELDED TO 1" x 4" PRESSURE-TREATED A SAND I I l GROUND SPIKE AT LEAST 6" OWNER / G.C. TO VERIFY �• • I l EXACT SIZE OF RECYCLING CEDAR OR RED PINE WOOD I l l I BELOW THE BASE PLATE. C-�, 3,500 PSI CONCRETE BIN WITH SERVICE PROV. (TYP.) l l _ GROUND SPIKE SHALL BE 3/4" 18" PRIOR TO CONSTRUCTION WEDGE TIGHT DIA. NOT LESS THAN 18" LONG. TO ENSURE ADEQUATE o DIA. ENCLOSURE SIZING N SLEEVE SUPPORT PLATE SECTION 4" x 4" PRESSURE-TREATED 2'-6" DIA. CEDAR OR RED PINE WOOD 2'-6" DIA. BOLLARD DETAIL POSTS (TYP.) SCALE 1 4" = 1 '-0" FLAG POLE BASE DETAIL a, N — E 4 3 x 6 0 HIGH • �• SCALE 1 2' 1 0' DOOR AND FRAME. ' HOT-DIPPED GALV. BOX HINGE FULL HEIGHT DOUBLE DROP $`-6 P - ATTACHED TO 6" PIPE NOTES: ROD WITH INTEGRAL FORK 9 4 9 0 LATCH WITH PAD LOCK g" LO 1. MANUFACTURING STANDARDS: PROVIDE EACH FLAGPOLE AS A COMPLETE UNIT INCLUDING FITTINGS, PROVISION. ALL HOT-DIPPED ACCESSORIES, BASES, AND ANCHORAGE DEVICES. 4" WIDE YELLOW PAINTED STRIPE GALV. METAL ; ;< (TYP.). SHERWIN WILLIAMS SETFAST 6"°''THK, 'CONC. � i` HAUNCH SLAB ON ALL EDGES (TYP.) 2. DESIGN CRITERIA: FLAGPOLE IS DESIGNED AND SHALL BE CONSTRUCTED TO WITHSTAND A 222 M.P.H. ACRYLIC MODIFIED ALKYD TRAFFIC 5'-3" x 6'-0" HIGH DUMPSTER PAD WIND VELOCITY UNFLAGGED, AND A WIND VELOCITY OF 120 M.P.H. WHEN FLYING A FLAG 5' x 8'. MARKING PAINT - TH5615 (OR DOOR AND FRAME. ; APPROVED EQUAL) COMPLYING FULL HEIGHT DOUBLE DROP 3. POLE CONSTRUCTION: CONSTRUCT POLE AND SHIP TO SITE IN ONE PIECE IF POSSIBLE. IF MORE 8'-6" I 8'-6" 8'-6" WITH A.A.S.H.T.O. M248-91 ROD WITH INTEGRAL FORK � ° " ,! P THAN ONE PIECE IS REQUIRED, PROVIDE PRECISION JOINTS WITH SELF-ALIGNING, INTERNAL SPLICING — LATCH WITH PAD LOCK --- - - - - -- a: °$J - SLEEVE ARRANGEMENT. PROVISION. ALL HOT-DIPPED GALV. METAL 21'-0" 4. ALUMINUM FLAGPOLE SHAM FINISH, COLOR, MODEL, AND FITTINGS SHALL BE AS DIRECTED BY THE LANDSCAPED AREA OWNER. 5. EXPOSED FLAGPOLE HEIGHT = 25'-0" DUMPSTER ENCLOSURE D ETAI L D BUTT DIAMETER = 6" o SCALE 3/16" = 1 '-0" TOP DIAMETER = 3.5" °O WALL THICKNESS = 0.188" CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5" AND AN AIR FLAG SIZE = 5' x 8' ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT 6• PROVIDE POSITIVE LIGHTNING GROUND FOR FLAGPOLE. PERMITTED. PROVIDE PROPER CONCRETE PROTECTION IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN 7• PAINT PORTIONS OF FLAGPOLE BELOW GRADE WITH A HEAVY COAT OF BITUMINOUS PAINT. CONFORMANCE WITH ALL A.C.I. REQUIREMENTS. 8• SEE ELECTRICAL PLANS FOR LIGHTING AROUND POLE FOR FLAG ILLUMINATION. 9• INSTALL FLAGPOLE IN COMPLIANCE TO MANUFACTURER'S INSTRUCTIONS (CALL 800-527-3902 OR SEE (SEE SHEET RSC-1.1) WEB SITE WWW.FLAGPOLES.COM FOR INSTRUCTIONS). 900 PARKING STRIPE LAYOUT DETAIL G SCALE 1/8" = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E tV PROPOSED HOLIDAY EXPRESS HOTEL ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q T Eq �y0 Q ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � � R 'A Q optima �DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS G DESIGN&ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. 't 371 E � MIRA R0AD SUBSEQUENT UPDATES OF THIS PLAN BY THE r � 4 REV. PER ONWER/ARCHITECT 9/1/15 2495 Main Street,Suite 301 DESIGN ENGINEER DOES NOT AFFORD ANY - ( w SITE DETAILS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID ' _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 EXf ELSI�4 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063� �,� © REV. PER CITY COMMENTS 2/21/14 � THACA E W YORK , 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: AVT SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESS0' EA.ISSUED REV. PER CITY COMMENTS 1/24/14 OR BID. CHECKED BY: AVT �_ � • STAMP SEAL FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-152 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. 8'-0" 2" SAW-CUT ADD FIBERMESH & UNIFORMLY DISPERSE IN CONC. MIX AT „ TOP OF CURB ELEVATION 1.5 Ibs. PER CU. YD. 5 1" REFERS TO THIS POINT �, oO - - - -- -- - - - - -- - - - - -- - - - - -- - 4" x 4" PRESSURE (BUCKEYE ULTRAFIBER 500 OR -- -- - - - - - -- -- TREATED RED PINE OR APPROVED EQUAL) CEDAR WOOD. SET PLUMB. BOTTOM OF CURB ELEVATION 2" x 4" TOP, MIDDLE, & �, - REFERS TO THIS POINT BOTTOM RAILS (TYP.) I d PRESSURE-TREATED RED PINE OR 1"R: 4" MIN. TOPSOIL CONFORMING TO CEDAR WOOD. 1" x 4" o t° N SEED OR D SOD OT SASTREQUIRED. TOP OF CURB ELEVATION - - -- - - - - -- - - - - -- - - - - -- - BOARDS SET EDGE TO EDGE TO I _I \ \ \ \ \ \ \ \ Q o 5" „ REFERS TO THIS POINT FORM PRIVACY (OPAQUE) SCREEN Uj BUCKEYE L�'' 1 �"�/////\//�' `` 1 R. N 500 FIBERME �! ! w c� AUGER 12" DIA. HOLE. FILL Ibs PER CU. , c°n BOTTOM OF CURB ELEVATION BOTTOM 6" WITH CRUSHED 'vA�wjwjwj� REFERS TO THIS POINT C-->, - - - -- -- - - - - -- - - - - -- - - - - -- - STONE. ADD 1 BAG OF -- -- - - - - -- - - - - -- - - - - -- - SAKRETE AT EACH POST. SLOPE '//j// /% TACK COAT PRIOR TO PAVING i TOP FOR WATER RUNOFF COMPACTED vv vA vA v� GEOTEXTILE (MIRAFI 500X ���vii ivv�iv� ������ ��� \� �;' cD SUBGRADE APPROX. FINISHED GRADE COMPACT EXIST. SUBGRADE AS I \ \ - OR APPROVED EQUAL) � �,�� ,,� DIRECTED BY OWNERS ON-SITE TYPE 2 SUBBASE COURSE. BUCKEYE ULTRAFIBER o (NYSDOT ITEM 304.12) 6" 6" 6" GEOTECH. ENGINEER 500 FIBERMESH @ 2 �j�w M W COMPACTED TO 95% POURED-IN-PLACE OR Ibs PER CU. YD. !/j�/j�/j 0 DENSITY MIN. MACHINE-FORMED CONCRETE. SECTION 3,500 P.S.I. MIN. (CONFORMING CID TO NYSDOT SECT. 501 CLASS \\/j\\ \%/\� TACK COAT PRIOR TO PAVING i/ // // "A" OR APP. EQUAL). PROVIDE 2" DEEP CONTROL JOINTS 5' /��!%�!TYPE 2 SUBBASE COURSE. COMPACT EXIST. SUBGRADE AS B OAR D—O N — B OAR D FENCE DETAIL C-C MIN. (OR TO MATCH (NYSDOT ITEM 304.12) DIRECTED IRECT HD. BY OWNER'S ON-SITE SCALE 1/2" = 1 '-0" SIDEWALK SCORING). COMPACTED TO 95% 6 6 6 NOTE: ALL WOOD TO BE PRESSURE TREATED AGAINST INTEGRAL CURB-WALK DETAIL MINIMUM DENSITY POURED-IN-PLACE OR DECAY. ALL FASTENERS TO BE GALVANIZED B GEOTEXTILE (MIRAFI 50OX MACHINE-FORMED CONCRETE. SCALE 1 " = 1 '-0" OR APPROVED EQUAL) SECTION 3,500 P.S.I. MIN. (CONFORMING NOTE: TO NYSDOT SECT. 501 CLASS 1. PROVIDE DOWELS © 12" C-C INTO FOUNDATION WHERE SIDEWALK ABUTS AGAINST BUILDING CURB DETAIL OC 2 » OR P P. ) PROVIDE " DEEP CONTROL JOINTS 5' WALL AT DOOR ENTRANCES ONLY) TO PREVENT FROST HEAVING. AT OTHER AREAS WHERE SCALE 1 " - 1 '-0" C-C MIN. (OR TO MATCH 4" MIN. TOPSOIL CONFORMING SIDEWALK ABUTS AGAINST BUILDING WALL PROVIDE Y2" PRE-MOLDED EXPANSION JOINT WITH SIDEWALK SCORING). TO N.Y.S.D.O.T. SECT. 713-01. TOP OF CURB ELEVATION BACKER ROD AND SEALANT. SEED OR SOD AS REQUIRED. REFERS TO THIS POINT 2. CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5" AND AN AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE 6" PROTECTION IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN CONFORMANCE WITH ALL A.C.I. REQUIREMENTS. BOTTOM OF CURB ELEVATION REFERS TO THIS POINT ADD FIBERMESH & UNIFORMLY POURED-IN-PLACE CONCRETE. REPLACE PVMNT. DISPERSE IN CONCH MIX AT 1.5 IN KIND 3,000 P.S.I. MIN. (CONFORMING Ibs. PER CU. YD. ( E3 INFORCE TO N.Y.S.D.O.T. SECT. 501 ) OR APPROVED EQUAL CLASS "A" OR APP. EQUAL) co TACK COAT PRIOR TO PAVING - \/ AjA/A V�jA7j jAAjAAjAA �\//�/�\j/�\j j\\j/�\j/�\/ COMPACT EXIST. SUBGRADE TYPE 2 SUBBASE COURSE CONT. CONCRETE BACKING. ! /\ /�/ /�\/� /�\/�\/� AS DIRECTED BY ON-SITE - 1:3:6 MIX APPROX. '�i:is//i://i/N/i\//i//%//%//� GEOTECHNICAL ENGINEER �o COMPACTED ITEM % MINI) COMPACTED TO 95% MINIMUM 6" 6" GRANITE CURB. SAWED, DENSITY DRY MIX CONCRETE BASE HAMMERED, OR THERMAL FINISHED TOP & FACE AS TOP OF SUBGRADE (BOTTOM OF COMPACT EXISTING SUBGRADE DIRECTED BY LOCAL HIGHWAY EXCAVATION '%//%//%\//%\//%\//%\//%\//%\//%\//%\//%\//%\//%\//%\//%\% DEPARTMENT (QUARRY SPLIT ) AS DIRECTED BY OWNER'S G RAN ITE CURB DETAIL FACE OPTIONAL) GEOTEXTILE (MIRAFI 50OX SECTION ON-SITE GEOTECH. ENGINEER D ASPHALT BINDER COURSE OR APPROVED EQUAL) SCALE 1 " = 1 '-0" (N.Y.S.D.O.T. ITEM 403.138902) TYPE 3 S I D EWALK D ETAI L F ASPHALT TOP COURSE SCALE 1 ' = 1 '-0" (N.Y.S.D.O.T. ITEM NOTES: 403.198902) TYPE 7 FINISHED GRADE 1. ALL CONCRETE FOR SIDEWALKS SHALL CONFORM TO N.Y.S.D.O.T. STANDARD SPECIFICATION TYPE 2 SUBBASE COURSE 501. CONSTRUCTION SHALL CONFORM TO N.Y.S.D.O.T. STANDARD SPECIFICATION 608-3. _ (N.Y.S.D.O.T. ITEM 304.12) ASPHALT BINDER COURSE COMPACTED TO 95% MINIMUM 2. ALL CONCRETE AREAS SHALL BE SCORED 5' (OR AS NOTED ON SHEET C-1.1) ON CENTER (N.Y.S.D.O.T. ITEM = DENSITY IN 6" MAXIMUM LIFTS WITH TOOLED TRANSVERSE CONTROL JOINTS 1-1/2 INCHES DEEP. ALL SCORED JOINTS SHALL 403.138902) TYPE 3 TOP OF SUBGRADE (BOTTOM OF BE SAW-CUT WITHIN 24 HOURS OF POURING CONCRETE ASPHALT TOP COURSE 0) EXCAVATION) 3. EXPANSION JOINTS IN CONCRETE AREAS SHALL BE NO MORE THAN 25' ON CENTER AND AT (N.Y.S.D.O.T. ITEM INTERFACES BETWEEN DRIVEWAYS, SIDEWALKS, SLABS, AND FOUNDATIONS.ALL SIDEWALK EDGES 403.198902) TYPE 7 FINISHED GRADE COMPACT EXIST. SUBGRADE AS SHALL BE TOOLED AND SHALL HAVE A 1/4-INCH EDGE RADIUS SAW-CUT WITHIN 24 HOURS y/� OF POURING CONCRETE. INSTALL FELT BOARD EXPANSION JOINT. SCORE FELT AND REMOVE ✓/\ //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ / // G EOTECH. ENGINEER TO DEPTH OF Y2" BELOW SLAB. PROVIDE SEAL WITH Y2" INCH PRE-MOLDED RESILIENT JOINT TYPE 2 SUBBASE COURSE FILLER AT ALL EXPANSION JOINTS. (N.Y.S.D.O.T. ITEM 304.12) COMPACTED TO 95% MINIMUM GEOTEXTILE (MIRAFI 50OX OR SECTION 4. PROVIDE DOWELS O 12 C-C INTO FOUNDATION WHERE SIDEWALK ABUTS AGAINST DENSITY IN 6" MAXIMUM LIFTS APPROVED EQUAL) BUILDING WALL (AT DOOR ENTRANCES ONLY TO PREVENT FROST HEAVING. AT OTHER AREAS WHERE SIDEWALK ABUTS AGAINST BUILDING WALL PROVIDE Y2" PRE-MOLDED EXPANSION JOINT o TOP OF SUBGRADE (BOTTOM OF WITH BACKER ROD AND SEALANT. -I EXCAVATION) A STANDARD- DUTY ASPHALT DETAIL PARKING SPACES 0 N LY H 5. IN DRIVEWAY AREAS ANY NEW CONCRETE SIDEWALK THICKNESS SHALL BE INCREASED TO 6 COMPACT EXIST. SUBGRADE AS SCALE 1 ' = 1 '-0" I I INCHES. DIRECTED BY OWNER'S ON-SITE //\//\//\//\//\//\//\//\//\//\//\// // / �GEOTECH. ENGINEER 6. CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5" AND AN AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE GEOTEXTILE MIRAFI 50OX OR PROTECTION IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN APPROVED EQUAL) SECTION CONFORMANCE WITH ALL A.C.I. REQUIREMENTS. A HEAVY- DUTY ASPHALT DETAIL DRIVE AISLES ONLY G SCALE 1 " = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY I EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q��v TER �y0 A ENSURE HE/SHE HAS THE FINAL C L SET OF DESIGN '� R 'A A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS `z-,; DESIGN&ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. 'F SUBSEQUENT UPDATES OF THIS PLAN BY THE r z 2495 Main Street,Suite 301 371 ELVI RA ROAD — — REV. PER ONWER/ARCHITECT 9/1/15 DESIGN ENGINEER DOES NOT AFFORD ANY w SITE DETAILS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 Ex e}oei UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O �8063� A REV. PER CITY COMMENTS 2/21/14 T H A C A NEW YORK9 14850 A ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. CHECKED BY:: AVT STAMP SEAL A �_ � •ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-152 `t WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. i 95„ ALL LIGHTS TO BE EQUIPPED WITH ADJUSTABLE HOODS OR SHIELDS TO 00 2 1/2" POST NEW DOOR REFER TO SHEET C-3.0 PREVENT LIGHT OVERFLOW ONTO FOR STYLES & SITE ADJ. PROPERTIES FIXTURE HEAD TYPES 1-#4 x 16" LONG ® 12" O.C. 5,000 PSI NON-SHRINK, FORERUNNER RAIL NON-METALLIC GROUT F--------------I 01 T7 1 0 0 � 1 %6" X 1 Y4>' DRILL & FOUNDATION WALLSWALLS %4" PICKET i i------ NEW FLOOR SLAB ______________ NEW HAUNCHED CONC. FROST PAD L J WITH FIBERMESH REINF. (BUCKEYE 4" x 6" GASKET HAN C DIA. POLE CLEAR ANODIZED FINISH 500 ULTRAFIBER © 1.5 Ibs / CU. z HOLE Z YD•) 4 ELECTRICAL CONTRACTOR TO CONNECT OR CADWELD FURNISH & INSTALL IN-LINE _ 00 ^ GROUND WIRE BALLAST FUSES IN BUSSMANN 00 "IRON" WEATHER-PROOF FUSE _ 1" x 45° CHAMFER HOLDERS #HEB-AD WITH #KTK X 1'-0" FUSES (SIZE AS REQUIRED) NEW BLDG. of 4-40" x 1" ANCHOR BOLTS 10 FOUNDATION WITH 3" HOOKS N 010 CENTER REINFORCING TIES 12" ON FINISHED GRADE I L I =1 k SIDEWALK ABUTTING FOUNDATION AT DOORS "' #6 BARE GROUND WIRE I 3-15/16" TYPICAL I SCALE 3/4" = 1 '-0" U 1 I I EMBED PER DETAIL A I I ( ON SHEET C-1.6 NOTES: _z 1. PROVIDE DOWELS ® 12" C—C INTO FOUNDATION WHERE SIDEWALK ABUTS AGAINST BUILDING ---- i� CADWELD CONNECTION (BOTH I I I WALL (AT DOOR ENTRANCES ONLY) TO PREVENT FROST HEAVING. AT OTHER AREAS WHERE o it '" ii ENDS) I I ) I SIDEWALK ABUTS AGAINST BUILDING WALL PROVIDE 1�" PRE—MOLDED EXPANSION JOINT WITH o l I r AMERISTAR MAJESTIC - 4 HIGH BLACK ALUMINUM FENCE I t BACKER ROD AND SEALANT. OR APPROVED EQUAL. INSTALL PER MANUFACTURERS Z 0 N % :jl ,/ ,> INSTRUCTIONS. ORDER FROM FOX FENCE 716 284-1444. J y t 1/4 x 10 COPPER WELD w a -�'� --�' GROUND ROD (FOR LIGHTNING °0 a PROTECTION) EMBED PER DETAIL A z 0ON SHEET C-1.6 � w z o CARLON PLASTIC CONDUIT U m Z_ of J GUARD RAIL DETAIL O CD LO NGALVANIZED STEEL TO CARLON SCALE 1 " = 1 '-0" m 4„ CONDUIT CONNECTOR 00 AS PER SECT 3109.4.1.7 OF NYS BLDG COD, GATES SHALL BE SELF-LATCHING AND SHALL HAVE NO OPENINGS GREATER THAN Y2" WITHIN 18" OF RELEASE MECHANISM GALVANIZED CONDUIT "ELL" 2'-6" DIA. 3,000 PSI MIN. COMPRESSIVE CONC. BASE STRENGTH CONC. ® 28-DAY ALL CONCRETE WORK AND/ 1 REINFORCING SHALL BE BY 4 #8 VERTICAL REINF. BARS GENERAL CONTRACTOR LIGHT FIXTURE DETAIL C SCALE 3/8" = 1 '-0" RAB FFLED18N BUILDING UP-LIGHT OR APP. EQUAL). LIGHT ANGLE ON BUILDING 7" BLACK POWDER COAT FINISH FACE AS DIRECTED BY 0.56" DIA. OWNER OR TENANT Ln • IV 0.250" THRU GALV. 2" SCH. 40 ELECTRICAL CONTRACTOR TO N DRAIN HOLE STL. PIPE CONNECT OR CADWELD / FURNISH & INSTALL IN-LINE 3'-0" GROUND WIRE BALLAST FUSES IN BUSSMANN "TRON" WEATHER-PROOF FUSE HOLDERS #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED) Z 4-40" x 1" ANCHOR BOLTS FINISHED GRADE :2 WITH 3" HOOKS #6 BARE GROUND WIRE N CADWELD CONNECTION (BOTH e z �; /\/�%� �� i,��j/��j ENDS o HUNTCO BICYCLE RACK (OR o I "' APP. EQUAL). POWDER-COAT 1/4" x 10" COPPER WELD PAINT. COLOR = BLACK -�'�- ---�' - GROUND ROD (FOR LIGHTNING 11 HOLD PROTECTION) 3/" F.B. NOTE: Painted Produ CLUDES FLANGE 00 Galva rnze ram Holes CARLON PLASTIC CONDUIT 25" Ref. 0ol ALL CONCRETE WORK AND GALVANIZED STEEL TO CARLON REINFORCINGGENERALS ERALSCONTRACTOR CONC. BASE CONDUIT CONNECTOR TYP. BICYCLE RACK D ETAI L SCALE 1 " = 1 ' Q-0" CALL HUNTCO (800-547-5909) TO ORDER OR FOR GALVANIZED CONDUIT "ELL" NEAREST LOCAL DISTRIBUTOR 3,000 PSI MIN. COMPRESSIVE STRENGTH CONC. @ 28-DAY UP LIGHT DETAIL SCALE 3/8" = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN O F N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v . TER -1 0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � R 'A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS Iz- Q DESIGN&ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * 't SUBSEQUENT UPDATES OF THIS PLAN BY THE r Z 2495 Main Street,Suite 301 f+ _ � 4 REV. PER ONWER/ARCHITECT 9/1/15 371ELVI � RAROADDESIGN ENGINEER DOES NOT AFFORD ANY — LU SITE DETAILS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 EXC6LSl4 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� � Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063" �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK9 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. A CHECKED BY:: AVT �_ � • STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-152 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. NEW ALUMINUM GUARD RAIL 0 a. SIENASTONE COPING UNIT ' . M' 500m (20") 8-1/2" (200 mm) FIN. GRADE E CORE DRILL DIAMETER AS REQ'D oLn FOR POST. 4" MAX. SECURE WITH cD QUIKRETE FASTSET NON—SHRINK GROUT OR APPROVED EQUAL. SIENASTONE STANDARD UNIT (TYP.) ISOMETRIC 240' MIN. RADIUS (BOTTOM SECTION GUARD RAIL EMBEDMENT DETAILS COURSE) SCALE 1/2' = 1 —0' NOTE: THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ISOMETRIC ORDER FROM UNILOCK (716) 822-6674. * 1000mm (39") Unit (select markets): Min. Radius 49m (160') FIN. GRADE �\ PARGE AROUND PVC OUTLET TO PREVENT Space Blocks by 100mm (4") WASHOUT OF to Allow for Drainage Pipe Every ELEVATION BACKFILL MATERIAL 15m (50') o/c CURVED RETAINING WALL DETAIL SCALE 1/2" = 1 '-0" RETAINING WALL WEEP DETAIL B PLAN NOTE: SCALE 1/4" = 1 '-0" THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK (716) 822-6674. ORDER FROM UNILOCK (716) 822-6674. SIENASTONE STANDARD UNIT E ° 4 / // o oN \ \ a� a Retained / bo E / Soil \/ I SIENASTONE STANDARD UNIT (TYP.) a a ° / �/ 0 4 4 / /\� SIENASTONE LEFT 90° (1200 mm)** \ \ CORNER UNIT \ COURSE 1 4" DIA. PERF. PVC PIPE WRAPPED WITH FILTER FABRIC. OUTLET THROUGH FACE OF RETAINING a \ WALL EVERY 50' C—C I R,-FABRIC (TERRAFIX 270R * Length of standard block /�PPROVED EQUAL) 1000mm (39") in some locations \ ** Length of corner unit 900mm \ \ 35" in some locations 12 MN �F 1" I — " , Y" — 3 \ AS�IED GRAVEL OR �rjj ,S\H ED STONE FOR ° NAGE SIENTASTONE STANDARD UNIT SIENASTONE RIGHT 90° CORNER UNIT 4 DIA. SOLID PVC PIPE UTL \ �� COMPACT EXIST. SUBGRADE AS PER OWNER'S ON—SITE GEOTECHNICAL ENGINEER (500 mm) 8" MIN. OF TYPE 2 SUBBASE COURSE (N.Y.S.D.O.T. ITEM COURSE 2 304.12) COMPACTED TO 95% MINIMUM DENSITY LEVEL RETAINING WALL CORNER DETAIL E RETAINING WALL SECTION SCALE 3/8" = 1 '-0" THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SCALE 3/4" = 1 '-0" ORDER FROM UNILOCK (716) 822-6674. THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK (716) 822-6674. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY I EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v TER �y0 Q ENSURE HE/SHE HAS THE FINAL �L SET OF DESIGN optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS ,, �' DESIGN&ENGINEERING,PLLC 371 PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED.ELVI � RA ROAD SUBSEQUENT UPDATES OF THIS PLAN BY THE r J I r- rr 4Q REV. PER ONWER/ARCHITECT 9/1/15 2495 Main Street,Suite 301 DESIGN ENGINEER DOES NOT AFFORD ANY — w SITE D ETAI LS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax:(716)810-9504 © TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063N �� REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. � CHECKED BY:: AVT �_ � • STAMP SEAL Q ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-152 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. SIENASTONE COPING UNIT SIENASTONE STANDARD UNIT (NP') 12" MIN. OF 1 Y" — 3" WASHED FINISHED GRADE BEHIND WALL NEW EXPANSION GRAVEL OR CRUSHED STONE FOR DRAINAGE 7, - JOINT c FILTER FABRIC (TERRAFIX 270R SLOPE PAVEMENT AWAY FROM WALL OR APPROVED EQUAL) /� ///// �/ SIENASTONE STANDARD UNIT _ BOTTOM OF WALL GRAD \ (TYP.) _ tXIST. SUBGRADE 4" DIA. PERFORATED PVC UNDERDRAIN MIN. 1 UNIT (SCHEDULE 27-29). PERFORATIONS SHALL BE FACING DOWNWARD \\X NEW OR EXISTING PAVEMENT /VA/ /VA E 8" MIN. OF TYPE 2 SUBBASE CD 8" MIN. OF TYPE 2 SUBBASE COURSE 0 COURSE (N.Y.S.D.O.T. ITEM �� `14 a (N.Y.S.D.O.T. ITEM 304.12) COMPACTED TO 304.12) COMPACTED TO 95% '" ' 95% MINIMUM DENSITY MINIMUM DENSITY a a SECTION Min 200mm (8") 4 � d Q 4 Q 4 SECTION a PAVEMENT AT BASE OF RETAINING WALL a a SCALE 1 -1/2" = 1 '-0" AS WALL STEPS UPWARD ' THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ' �� GRANULAR BASE OFFSETS 1" ' '' ORDER FROM UNILOCK (716) 822-6674. (24 mm) WITH SETBACK a ISOMETRIC RETAINING WALL BASE STEP DETAIL SCALE 3/8" = 1 '-0" A SIENASTONE R System Units Face Width Back Width Height Depth Weight SIENASTONE I System Design/Construction Information THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. Standard ORDER FROM UNILOCK (716) 822-6674. 48„* 48"* 7.25" 20„ 570 Ibs Unit (39 ) (39 ) (463 Ibs) 2401 • --left Standard Units Minimum Inside/Outside 73 m 1200 mm 1200 mm 259 kg •°'• 185 mm 500 mm Radius 0' (991 mm)* (991 mm)* (210 kg)* 925 Units 0 m 925 48" 4811 72511 3611 1102lbs 4.83' . Unit (39If)* (39If)* (895 Ibs)* Standard Units ,,; ,�: .` Maximum Gravity 1.48 m 500 Units — Battered (1 H:8V) g„•::; `n°'"` 450 k Height** 9,06' Split Unit in middle Split front :..��_= 1200 mm 1200 mm face every second course (991 mm)* (991 mm)* 185 mm 925 mm 925 Units its(366 kg)* 2.775 m Left Corner 44 It44" 525 Ibs Standard Units +30' Unit If)* If)* 7.25" 20" * +9.0 m (35 (35 (426 Ibs) Maximum Geogrid „ a.• Height NIA 925 Units — Vertical Alternate every second course 180 deg. 1100 mm 1100 mm 238 kg 925 Units � ��� � ' 185 mm 500 mm NIA 500 Units — Vertical Split in Split front face off (900 mm)* (900 mm)* (194 kg)* middle Alternate every second - " course 180 deg. Right Corner Application of Coredrill to 25.5 44 44 525 Ibs Minimum Depth of: Unit (35")* (35")* 7.25" 20" (426 Ibs)* Handrail 650 mm Siena Stone 925 Slab Concrete Sonotube (depth as required by M = 11 �•��.'t4,• •.dYn• 1100 mm 1100 mm 238 kg Application of design) Offset Min. 300mm (1211) 185 mm 500 mm Wood Fence (900 mm)* (900 mm)* (194 kg)* 45 Degree Corner Application of Unit 34" 34" 7.25" 20" 330 Ibs Coping Unit Adhesive not required 856 mm 856 mm 185 mm 500 mm 150 kg Stacking Alignment Battered/Vertical 925 Units — Battered (1 H:8V) Split front face off Coping 48" 48" 570 Ibs Facing Split Face Unit (391f)* (39„)* 7.25" 20" (463lbs)* 4� 1 7 . :iiJI.' 1200 mm 1200 mm 259 kg Placement Method Machine (991 mm)* (991 mm)* 185 mm 500 mm (210 kg)* * -indicates dimensions of alternate units available in some locations ** -Typical Values, site conditions govern and may result in different values RETAINING WALL (SIENASTONE) STANDARD CONFIGURATIONS C SCALE 1 -1/2" = 1 '-0" RETAINING WALL SIENASTONE STANDARD UNITS D THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SCALE N.T.S. ORDER FROM UNILOCK (716) 822-6674. THIS DETAIL IS SUPPLIED BY RISISTONE. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ORDER FROM UNILOCK (716) 822-6674. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY I EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO P� v TER qy0 Q ENSURE HE/SHE HAS THE FINAL SET OF DESIGN D R A Q opt li I�GZ DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS a ,, DESIGN&ENGINEERING,PLLC * PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. z 't SUBSEQUENT UPDATES OF THIS PLAN BY THE r _ I 4Q REV. PER ONWER/ARCHITECT 9/1/15 2495 Main Street,Suite 301 371 ELVI RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — �t SITE DETAILS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ © REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax:(716)810-9504 © TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063Q �� REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. � CHECKED BY:: AVT �_ � • STAMP SEAL Q ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-152 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. NOT A L'irlew _-A"c IRE Do& Ir mi ::i- r-A I r .1.41 :1 rei-Td INII:Abht pewrr, quvm 176aN16AE The, fir, prWair. P�m,liim nmwA�d No *i t�m Ehl3lqb 7a ZWOCORWIli 411110-: #,�.Ihiniljt F S I E%Z.-- to Lhi3,qt It-.! ILIC-AP-MM& withom riptinii. IN`F;tA rING WATER LEVEL IN1WAI. P WA IIF151100 /- WALL TOP AW OPERATING WATER [F,01, BOA LUG t. ::)'<NFCTION Z-3 ERA'55 AINTI-KRTEX PLATk at STAN3­411' SVAt:�RS IN F L, PWL FLCIOR BRASS COJPUNG AND F) N-P.T. NPFU (LENGM AS I L RRASS Ck-.(JD. Asin I lil jA I Nippi r 'I rs.5111 I AS REQ'D.; BY INSTALL.ER) Ell V L Rr'Q'D." FJY I N5TM I F Rl N SE: h'it-F-I ASIBILITY! F I, IICA3.NG I.L. 4 ;y. _:'PLA-9I-/V-ST Median FNkE THREADF) A F.F 41 'l, - - 'AND STABIUTY. H..gh WA AFF3LICIAL'i If.1jh rA.N, FNQ. AERATION Q4JAijM-._H;gh iT"&;L ALTESN4,47E r (F) hill-P.7- RWS-S Sulas, BRASS-/ SIDE COANECMN WATEERS70P: (AVAIL. AS hco-r%ORY IT=-M) - -RVS-L Serle6. BRASS DRAIN PLUG *41-ERS"'CF, (AVML AS flw�iwa (FURNlaqED) A ELE VA,70 ITt-M) A HEA" DLT" 'ABS' aJW) BODY -AT -QEABC)NT VIEW 27 (F) N.P.7 _Y NOTICE fir';, NI,T rfNNF7TInN C13NNE-C flck SAFEI 51DE V E W THE AN19—YGRTEK PLAt MUST EIIE TECHNICA:� ANU HVDRAUUC DATA =IRIiALY IN PLACE AND SECURE'Ly DIMENSIONS 5MAY IIEICJ17 2,r, S4, INCH CFEN AREA FPS EUC71Ch VEOCITY 0 Y_' GIOIEV -ASTEN:ED TO SUMP 4JODY AT ALL __ jP -"L" ATION AND F I AS TFA MODEL N-3. 'LF'1,4,P T. A F� C n 2' 3' C 5 S_ 81 TO- 12- 15' 20' 25' 3C'-' _y -1 -2 OSSI 9 LIT- --- 110k I iIEN I RCN k-0 112' 4. 2` 1-114, i !; N F%+:� PF PAC.14.1 11 1 -I I bV.'. -16' 2.5'_ 35 19' .. .15", 16 11113 Ulm -2-1. 20 -T[ '-OUN-AIN IS .,H.. RGH-0175 �-1/2' ,2-1 HF.All 21': 2-41 32'.. 44' 5" 690' T:C-INICAL DATA Y4TH SWARE 'PLIE SET' PLATE L, "R AINED. RIN-1 25 1-1/4- 8- 3-1/2' 1/2' .6' 2-- 2 3i.T 2 29 L34 11 .38 41, WODE.L. NJ` _i`j F­i 'A' FLANGE SIZE 'El' EXPOSED '.C' 1w, I�4- 5 7RCN-11 50 1-1/2- !9- 3-3/4:' 1/2' 53 58 5p,Lo -fi-Vooft NoLe IN SLynp A&mnmbly, Heaq t1uty in*ticm ffiLided JOS plamic auvo. integrel lKl3tiaritop GFMa' DI An ald 2- �F) %A: f. aide and hottinrn cimnectlans oll.h PVC __mMe lAreaded r4ug let un-used caffle,etion, 8' 6.aM'8t*r -Idtv�id i"Inlat'. taist HEAD 1 1 im, ?-"f� V,1'6 1 U0 5�' 1 4 __1/16' RCN-10 10-3/4' 4-1/2' 1/2 17M 4 47 =;0 7 r -1 k"NS-400-S 4' 3 L-'.-026 antl ­joulx pam& md "'ALLFis!"' typg S_S� vanda mtttoml _mfety imkmm�l 06 *M6. HEAD .4. A P J GPM .34 11 it SS:j 7-1' J'IL Aq'4 T.: I W-Ain g HCN-.Wa Zr $le11 ..". -%. ':'�IC-A-;CY4 U�JA- l?&hm foun Lais RAVS-&M, anti-ticirtim Main ond &umpa &* Aasiiig I& u!se RLl routitakis 6T�lf tel L RM, Tifils i5 a wrile- hame depo-dent Pwrle. Our-j2lrg Bysten2. L; ft&Ec as pary !auction Pffings for f4turtior; aye nitro arA smaller icir m%kah aoe ney pr&oiae a are _:,(Imted far rauri;fiq water from Rod 141 pumN -wAekkig ldrmnlng aIr into the purnp) and promadrg eifirlen NO% %mded wee apthmm W1&rf%art& circj�tc ti nr.. fl!!tirig (Shor L S10e): misehir ed oa®C brof ee, WL­pik!0!! Cal'S 1.1 ly I Li LeSral om h!!t % �ZJ Gm-pwce cast nran2e cagtcbm. fm:ileh,eaad I-j--g-, L I "I Jig. anix (F) kP.L mrtctkii boM or-J& 1: 11 --L:,7 3111 souroo fear the rectcumboin syslem use two (2) irrikilmurn, ,a le-:tgEw the fig of suctlGa entraW or t. DESIGN 4APP'LICA-PlON DA+rA RCN-Sisries camode nozzles prodjc* a highly aerated, -,cAical wu!v "Iufni.. DEJ-GN/APPUQ 2AL!A Rqmun 7PurtCI'n.j R'VI5_5 '5crii35 u;pb pr-rvtrwir27 Ftkirq!, urc d",igicd m-A Wi.-,end for wstn.-, i-A.; [�MVVJ" p4q A-: , it !;,-ibn or a y:i1rr919p1 da%4=1! 13hd r- piqnc.-nta key 'it.,nr, The 'iI:,'nq, Firn-J681 0 ir;,glq, r ih lmd4d, Cwnerlim RQM- Cascade noules may gerterate ilieve lurbilence In am al, confhed pools, reAurrig a dcmpenkig dewAce (dYL-IL"It 40C ff*lky "101X;ht L,--12 LAhe- ur.:jl liffl-igs. RECOwMENDED, M"U* FLOW R -E! 0. 'PM a 1,p" WATER DEPTH occeswry Aenri use CaIGIOg GatO Sheet I _%; CO"ISUlt f13 Ot4DJ-V� -Uf-RKNI 2312 HIMA-4 OM 1AN,_2 I Yfl. T.E M # � Ccv 9N& AN Ty 'mllll 2M2 * tAm p. r o:Pyv&;P I 2m2 Ruem mh-ms I E !­�&L Rj�iln RESIA5a) TRI A.-L :LaI_5 n�J�atil 9," Di am etu A Ta'-Vo V.cx RONIAN YOUNrALN'S CORP- ljdll'- 9 k. Slab Poliotraiori; R0A1AN.IF0UYfA]NS CORP. H­% 311.1 11 11H IF I "CTTI�ly RO%1 AN FOEJINTAIN S CORP- P.0. DTMW or I q 140 1 3'ng ho n. stylu) P.O, Dmwur 10140 Plaw & Sump AS� L V.0. lkrawior 1111% 1 Gk11iV'1 FZ cawadc �'j v I C —B C-i r5i2i;. -G , AlbuquLTquir.,N-NI.87 S'84 AlbLaritiffquc,N.M�S7184 1)7;jwn Fiv. T...1.01. ?biod6NU. 1 irr D�_+ILWLI By, M--A412: Nl� F_ PhoTic A-. (800 0-794-1 itt'l .Z�? A1buqm-rq,Lw. N.M- 875�4 11Trr q Z r)-mwil Ry F"I Cj' P4onc P: (&)D)794-11�02 11Trr PhOTU,W: [;lW)ll l 801 rorpan J.M. kws-s se'n'c� rorpan 4086, a cl/.flpl Chcckc-d 13w: 1NI. RAVS-800 rorpan LC C' Bv. I.-M. R C r-am jy; (505)3434,086 Fila a: (�05)34� 'p- -16'W W M(info an �.'Crw DrayroN, Fin Lf: ('505)�43n&N6 fountain5w fou nb Inr fDuntains" _'Culc: N;u-tu DrawmIgNz (I Tit! C Cal-: Date: rj3.-I 1 .55 F 3.19 1 1- HILS: CEN7EREC IN POT& fr- P"to sou 'Foe!I w- f:mtlih.Vj pfulm];I,,tfrDv*eftmI fiffy1m reuktains famwc cols r k uVa'r, R�cmr i i agartid the i4-. OF ba or,cmtftkq prvckKt k*rv%%vywA to digaga wimilikatiffm wilhiax nalim it1 0" Irns opiviftallonm ofthuill nnbr-4. VWVn, %MPW-rjK_'AIF ,. i;h,"kMa Wdscir"llpirly offlhut nallwe. lei FURNISHED SEPARA17L'T 161 ia 8' ON. WALL (1NSTkLuED By ELE-C-RiCiAly) C,d q IJ-N C.0,ARAGI n BN7KAIG SCREW —[l]1QL9f 1X LN RE''-ESSED Cl-CSURE PLUG SLIIYA I V A G Ilk HE �RIUE'J v% F., 'lop VIC CID-VER PUd" • EM NSTM_LEI� %IUST CONRXT- u,nk ,6mrs DRAAIN UW-F5 0W*UM'.WAIN: FIE,-D ik,!TGRAL WAT�T0112-, IRN TO 1/2' ABOVE J NOTE- r-..*4ar % El' .3/4' (F) KP.T,, I &UMGWN W1,TER LJNE C(*0 F mo[ WAAL By ROVAN 17014TAINS INSTALLED -NTO BOX 3y E-_TLTWAN. ly-C C13. IN FRCW BACXF�OW _2' PVC W 17117A. IINI- 'OVA.!if, PROTEC-117-C S-30RCE (SY LNSTkLER) q:'ECULATE PRE;SjflE TG MP.S.I. :45RAJN 6-NE TO WASTE. (AVALABLE ilkS ACCLSSWT ilEM)ii MMIMUM By INSTALL91 ERW._AVW ELEVA11014 THIS JUINCTICN BOX REIFIES ONE (1) BGTTGM 10PPiNG{PIDVER EN-;RT) RPC-2114-ID SlZf POTTING COMPO,rND. TAPPING &2E !L N.P.1 C&ND:Ta K:F, 145rkLE1? 'Ak*T SEE SHEET 512 LOCA] 3/4- (q 14.P.r. CORD SEAL S;C-"- GRPA TAPPINGS CH. DRAIN LINE TO WASTE CMAWTIIT�; BY NSTALLER r-LL'4;-ON J II N 0 I'E: N 0 1" TO BE US o IN ShVINMING POOL OR PA. APPI ICA.TIONS. CNCE W ETED, FLASi- LIGHT4r. PICIPIWTS, TE"ICNL 5ATA L*LtENTARILY VR_ _11y PRODER OP011100N. I -FEN MN LirrY A�_ CCNDUIT ENTRIES. Cff.neckilw Dimem;iun 111rdir'isl1w lbir� Slab DO NOT OVM _n&tTE4 BRASS lr,Dr_-R :1-4-1 SCR-E`6 IN 70 _VICHE. illsridsl NB Sin A: V ItI T�1-:k INTO 4-90m PRIGR TO 'A17H P07nNG KJO-150 t.­/2' 4 7/18' Z-1/2' 2-3/197 ,n 91Y tE.CMNICAL jCCIMPOU4Q (AUILARLE A'S 417CESSCRY ITEM). RF12-2W 2' 3' 2-5/15' 6' Min 9`iERFL MKbEL 11W RAI L %�TRAJ I �Qy"r MAXIMUM lfln_q �' D[P_ F., F ---------- 1154i'l 'A 'P 'k Q� I� _5.1, RFU-Y�0 Min. I ': _I. I `1�1r: FTL Lated Cwduk Mou r ted SLbr--ier&i5 le jirfln,5lin Box, cast hrcm2a icmatnictlLn. ukh ri&�qme gadket. silainlen steel nru-4w 3-3�i4 6' min- :r $kip i/_11' 4 9 115' ..P T. M ttom Patter cordl.it cwi nd (-) 1/4' 10.1 sAp rmrAction wit Iran cord R'801 lln'ng' (Ship-pad -ourdir N,U1- A 'IJ'-IRA0J MAY iC:(Yj0_0 PER CODE; BY INSTALLER tIM WLL" kritl Pgat In adjwztcalt cruar h;iIi0ii;iiRr,, mlthii :l 1' n=L nr,,yc Qnd Wtr Riply vurcc IwGe trio ir�-,-7 Junction boil: shall nave -3 rr vlimurn vokinrie of A0.131 cubic riche nod ®hall '.nclud e an interrid gf ,g lug ihua;t he Fully&cmmblL i-i I-m-2ifto tlh',AdtftLr wNIICN OAT&C-1: 8,7cr to -lout D uir. milh -n'egro: wdlmttap MdrqL,. bmffni; Hir-few, !hreoced LllbtgLjie p uq; %ilh INSTku-A-90M Rc--i I-.:-I:wis recommends the id,'-ayr1mg prociedufaa tie follomed when Installikig unduwaker )inctim%, Sixes. fimn-mmi geld Bqd (F) N'R.T. INJUat iemnec-an L '.:A'10k% DATA Mecticnical Wiall-likunit*d Water Law& Canl7vl Systi2n, cans-sthg al a rugged ro-oldec nichsi urass cow 1: Chock ,o3; @-i!c1ri-.c. Lmlairs irskol'-nilL Must ouT-ply with NEC art d@ 690 or-th brashed fln-A, vandal res.1stiocit iskInIelas stw!4 F-astene-9 (Torx Pir,-In T-25 wsvc1% lauded), icNerFow. 3-.ond�pia ool$ 2" PVC 2. U59 inly'Emrdjr` v -vr;r pixie kir conduit where egoaad tQ pqol RTtar. CIES',',NIAPPLICATIGN DATA, RuTw FaAainfo RFD �urias por) cr�alps we -6�nmd rar use in kuntaln aTW Teflacting pods to druir coffimc-tkw, ABS floml assomVny, 3/4" (F) N,P-T. brass C.A-5. connection (Varn tbackflow prewmiv, prokockao supply). 3. AdIcIr rnGkir-9 and r uses petty prWded to caul Ill cgnduil entrin linto 1-box, venfiv From Ehwti ppd. Tf,.tly ore rftn dq*iqn*:1 for in in mu0ti-Iiinixt! "ols, i;m p9d-lo-PoO dllqrr4. W 4. cis cQqdjit-a wn ,mr-,;: �r-;,Iioj �g% W-dh M-711A-D Vgti.Fjjq GgMpgLgirid (q%%jgbjZ Ug QGGNUer�� rIIJk' Rvalun l'"Iah-a m=hwkod nuiv mcktup drficc li-jmcd i-i �,ndl tv peed 9, U= g-*d 0 iciii y IF i!,.::r I 3,r jaxim_A %I.7i:o3tic-is to nake ip water lost cue to ewwat lon or glom ana; also serves-as on ov&-fierw dr 6xi out[eiiL its c�n,Nac-t de-&�gn allows 5, rf5t CWI�Llit sytslrr6 .' -1 '11:11! III r[JA jw pmlla, 0_se%1-L3 ing'a'.,9Z�n- 6LCF'WF.1i1 Onvyui!24: mc-uhm vawf" TYR ITEM A1_1 1115IIIS RtMLHW_n TYP, ITEM # CIE10"1014T 2312 HLMkM :CUNIM�S lyll, I'l LM # ALL F1111ATS K�KAYM C'ast 13rc3nyr Ra%isiurw mola-med WEL11 N'TOL311I.Cd C)VCTi10W."WatCr RO-MANFIC)UN'TAINS C0R_P`_ _�0­15w�­ R01AAN FOUN-1 AINS CORP. 77—bw- R0.MA.'f.Ff)U.N'TAhN5 CCAU. P.O.L-hawer 1G190 _L 1"/3t -mmsiblc Juiiclion Pax. _ M/3�. P.O. Dritwp.T 101% Fkior Dn3in P.O. Dra-wot 10140 Lncl t'.uurxo1 Sys[L-m Sub Allbuquc-rqLm.NIM. 97184 oiplpo XcL C"1/31/10 -C %n 0 c�N r D-n,yn Fiy- F.J.C. Kfoad NE A1buqtLcrqLu-_N.M. B7184 A[buqucrquci LN.N1.B7584 Zr- ��j' 171-a-.vii F�y T'J.G. IlTrr phone N:(W)W 7941 tbo I ITP plubwkjga)l`�180! 1 0 .6 Photc P a M131A2 IT an L ri cc 6:c d B v- J.lk-l. rot a J"M. R.113-4-1 0-04' ro iLT. IT rl es — \k1j rLiA-it:(505-5 34-N86 Fua 4' (513j)�43-8086 R.FD Se rorpan, 11_hLkod By 1.V_ RNB-075- D UUM 13-avymv N'41. fou"to Ina rin 343-&N6 9 fQU F nS1 f I>U hitp:e��vw.n-qnftTi,�'LLmtniTL-s.crim Dale. (11-30199 4.1 Of;111'00 AUV"'I' 177-1 c. 4.16 THE CONTRACTOR SHALL CONTACT THE DESIGN OF NE4, PROPOSED HOLIDAY INN EXPRESS HOTEL ENGINEER BEFORE EXCAVATION & CONSTRUCTION TO TER 0 ENSURE HE/SHE HAS THE FINAL SET OF DESIGN ptime DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS <Z_ &ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. Q 371 E M I R A R O A D SUBSEQUENT UPDATES OF THIS PLAN BY THE A REV. PER ONWER/ARCHITECT 9/11/115 WATER FEATURE 2495 Main Street,Suite 301 DESIGN ENGINEER DOES NOT AFFORD ANY Uj I 00 Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID = AIREV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE DETAILS Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH 0 REV. PER CRY COMMENTS 2/21/14 ARE ISSUED FOR CONSTRUCTION AS THESE MAY 10 08063N DRAWN BY: AVT SHEET THACA , NEW YORK9 14850 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP� REV. PER CITY COMMENTS 1/24/14 CHECKED BY: CIST OR BID. STAMP SEAL ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 12-156 C— 1 .8 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. E 7/3'r' n t5 Kit bmak'al; Illoplik all I CENTER . r � � km FaL�iA"niklrk*4tfl rvi S FA._TENE4.� ppu tr ,7R a�:Mlnlhp aFni Fm rgpd 111itpl pop prrTr�r�rl,��� FeTlf.`.iirrl reslrr�,i ilre M�,` Il,]�q-------- -----._.___.• in Elm 9W 1pad4mdtm•TFlliml.ems.. _ , to rhmrlr this 2pf01F_0Itfis i,lthnrut natlm.. D,al I,41 4l6o p;.di-.JI q b­rk�,,l pragraaT, Reran1 Few-mr,11 rM*ff.,ed Me 49h'! I.chu•Irc tha jpx:Irr°trlktnr hi fl•uut nfAlieca. HI',H WTPUT LED L IDDES TEk PF1171 7' 101. w kLL T HI(XWE S d 2 �1$i� P PLAN VIEW �. FLP_1. CAN CRld i 6y 5 1/4' VA}I]MUM HGZZLE PIPE41117 �- ,93ERATING 4Y.d YFA `I---I RIZE�T" (EXAMPLE), 5Y IN5rb-Ll.E1? a I.._t��, N�Flj, w� I r 1„ r 2T. 19 �AWIC 5J54l ■�` , r r _ SUBME�SIELE . 1/2'il 1Y4' 5.5 0AP'TER, a ar k?cBLJ -, - I i 'AEE1 il:Er ATk0r- ,LME E`S4?FIY ITEMi S, tik1RE LEA+ r,IIA._ .:`,i:1L�.:LE kS Ak+l a _T a A a a F.F r i i ,+.:,' A+;,E;WRY ITEM: OMS-ILT FAMUR r. p,8 ,rr - •-•-•--- =-r }. - - ,- r. h'AZERSTI7P FlTfNG AVAIL1s�E As sl - ' • • '° IIR•II�i�- I F IFl%:JE #11�yifltPF ACCE9?M� ITEM 1 11Z U,410MLIM AIE'ZZLE PIPE _— a . '' S `kc�J FI'tiE (E Alul?LEj, ?JY INSrALLER I ( q ;IF r Jtsrk€C 4i L ? d A. d ELENATON I I _ *,^u►YY; I 1�BLE 3C+i$rNL ��' iu � P' i4 33ASS WA-ERSTOP ZAr,,^ - -- �81]tiDIMO LUG �"f}' r4eAf r I � �I;JhIT1hII;�r,J� 'hLL[7EG TO PIPr AT MIDPOINT t "� + -■�'Ai� I I 'I ev ,� f 4 � EI-EVATIO�Ii LJCH11h'1G C4�1'ITAN- P AAELj L E r a° 4A-1 �Esni �E!sc{iILA'i1C1 Yn' �, r® �34., rr �iNl T cr.:l II' Y � -' ice) pC�l_E!�,.'���Is�r 14, RE12VDC D U7�-L 3-P4T, LE IG F 15M[ 5�IZE 'B' ;.r s i�x aka,• 5 1I4xxl,_.+ta�L�s Wxc ING-TEFiTH n"'1r ETL T;:I 9�EE° BEE14 a�-A�'�-t 1 �" ,•a' � � T'; THI� E"ffLC�LI"'T H T THE ._R1l�-10i�-L 1" 16' . # 59, �.�� IJ.L 676 ST.�1�oARa F0�` --•-•--- —•-•---••- -•---••- R -1 L 1 x �' 1 . 5q• , IjkLIEIRWALTER LJGH11%G F �r1F?L�(� '�ur�F1:a.;kAl1�"rtl� � E•: 11MIT,�7:II4LJL f0-1ETRSI fOP ;-_Al%I(1E: FACE 11115ili N-TE: 5f ECIAL LENGTHS AVAILABLE ON SPECIAL CAR; TE�Hf�IIC,AL D-AT.A � TI) Ir�154EII INAI-J- CON L1 rAGIGRI� L1,W UCHT 9EX1v Ih"1',!T ' ASLE wAFILE Ii' 1LI: Itlll ll .. 4�MI i`�1r1[ + w.�LV DATA h&rIJEL 141D S(?.IL911 %IL.;F? ANf�E V, :LT.+i,£ W4T_rc` TYPE LEN:,TH ?r:Tl�Gr:: ---••--"- -••--, •---.._—.-•---••- •-•---.._—.-•---.. [:xlllrlEl,".TIII�Ik I1i1113[1iM-11i raks'k !OL _ %!E F1L021 RATE PFL-"I`-fIH-LEr)-'X AI_111E 25 -IECG 12"PC �C ----------•- DICDEa hHITE, :__.iJ�l' .r -.• 1 1,+12'r' 'kl u$.t.A SPECIMCATM1 DATA; gab Fenuiral"an rlki.1% rq-iuiT-caked gF Sirhadale 41 red bFtlaa pine. bE4r 1.0 A,11.[-�3-1-�. kraaa wbc 4 �'�+:r,rrck� F+FL-'L�]H-LEA-RG5 :6EI 'R- ^ 2 DEC- 1.bcc 113A 1 69 -try nprlgs, rnh11-,rxtal-d wr.ded Vo F:pr r.l the MiLdaoa•I�, Eros. bcn6n 9trPeoo and CW) N. a ll� `liar $k 4 efe+d. ;1 r 413 � -_-• 1•=•—_1. JIlidil0d:iL! llp -" Y?plr!'jlil'111I of o m,i1a iirmid IrmIS 13150 ."' ""' +P;>ftlr' }l>p IAlsrli)rlk Ibmil�lij lucriev, Y .ICI]E� �.; r..:=:: ,:. _. <_dr,�r[,>C 7ts18Y :E '4' I:Jr e:-a.' F.; -ir-,I :r-o-d 1-•11'2' Wicille thrwnrdnrd umne,6k.:r_ ry:j.>sh realiunA bruin;$ni1Fr. tL Ia. �7WER SLI"L'i REOUIRE3 TO OrPERATE F1MRfS 20"TACT FAiCT{3 Y FQ9 RE'OJIREAIEgTS. ='{OCE5SC-P RE0,11RED TO OP PATE ' ' FixTLRFS hN PfLt�u�AVWAELE V-aDE Cr."+TACTFACCT_C-RTFOR �ElailF?15AE�+TS 7€SJG11' AWPLICA�1GN DATA: Ronan Frwrftns PIA'S•L 5vIs mob parE ra?ion ORO gs cne de-igged arrd faWcate,d fix oastnq 1rto ctrtc-®te =PECIFiCATiCOL EATA Small diam titer. lom rofis LEG submursitla light fix-me mi;.h rter slr:c•.vc 'cutu-r for nazEle miser mauntn PPamS[:. 1��14ry , 1 , ^I r `r P k ' ' r.d rs ri r - ; r ti P in DE r'VIWIQUTALL i'arnivre FaurAziiml R6F--03 Seam Indj'jAn lle impfpoll ir&4 lidnitl ':n denify d 1lnr one r1 I-amLdtirm alyd relketiing purl Llhw am a Itokorst a d.u,.a and a rarrcrst+s -cy �I,i.nq The �Iltnq p r d.� a girl tb Qade+d si lb r,ui c$atnsotlar ire d nplak naa3lr .Ii, tr.. T 11 r;.. high al,rtpu; LET' dr des, s,anle Meal and aluminum hr�lslr.�, and fastcrnrs: turnpr+red •ql�: ler�, slCte�rsnle Inns gatsket, Cana DLh� PcD.I Gil:k�,is. ' - - - - F'c"�': _:: ' cii,rclk�r°� Irxai,lfl 1ler Rlt,erlrrd leakier, nr an inlet P41ltlI. iltr rrlalte►ar�1 t■aitlr. •-hr-,r-[cd hraae curd mtrarre 90t.ing; 2D' 0 'E AOG SXW rablo ,-,LIC1,%TiON DA.7Ai Any to ntar, appllea lari ■hRere' 360' IlLiroln-»pan v a spray no-zdie Ics required ■11h a hloi a,ltpv, LEE subma^slhla light. + fl'sajre. �CfT,th�n 2312 FICd1O [tC714tAnr, i I p, { T�_L� ; T ff r JIX2�I h"ftmll. !� 1P i4L lar�,ls kESti'IM ± 1 r P # �rrLL III kE"�ETiyOSA F[eNT.Ulas T1r�. t ITBI _ d1L`L If�iFlll IIrLl111� 1' - I�r IMr Al ---------- .islr,s rIrijxlLllbl{°,E, `I gall`. l: bi 11tLriT0r1 I°iLlm ltltilat I (>ol1 l_F 1 1. R0 VIAL F Li? 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J d . � � � P vsfi y ;+ P � , � � 3-p i-lem J L ',. i ;iir-lining LIL3tellaklorl and mOrtenmie rcLl:a B}erolrlo con b1I liij 4ls'i iii rlitb 4tloml RI •�Iorllfald, G F. .1. prmemed - iLCI "Lem. .#kinq .;;:_-i_ih and 6r4a� `order,, consult fwtoryr OEbP IT W12 RbWPh 10 HlIM5 t� I� } I1,�,� 0L'C#��H0r I' 012 kDWAN (LOUNIAIN �r-p. � C c� F ALL IJILFIts IILSI NVID f YI_ Tl f I if-''"' dLL N7•+r, H[3kl+ Lti 1 C I-. rl I-Lr4� F' :s.11 ya, pr1dAR cr�lw 4h5 r I�. t_I I,I. Ia kL9J1'�tYti hl 7VIi-o,: Tl ti�s,a:l€ L TI.-FabCLLS.ted Direct Elur1i�Ll. Fta ,4ir�•, -- Fr4]nl . E:CCS f r]PL71 Ft°C?kt.A. FQ3�RTA11S CC?1CF_ e lli -1 , 1'."4 L \'C:I T�L1FkLr3[?w F{3L,.h�T:h 1NSILORP_ *cta lWT•:h rd' FLU'k:+lAN 'vo r 3 ,. P,0. D nwuer i0i a Elia�,/cc, =E PUni �IsaUjI. ivj- Fiber_ 1a:ss: Lai c;3 Lid1 .b c, "�,111 FG �k. TrtTTTL:r,'°'��'':�[tr�DI�F - f.3L:i�16 U"c 41J .,, F I� P.O,[�� I�rnwer_[r7SY3 Cap ,k1bP ue- ,m N.M. R7t84 7 M.iI III 1, lsl N.M-87184 9 crabs ab 7- IlTrr , 0/31pu =c)ITrr ' - r I'q IlTrr ow 4:Wu�= p 3 rG lr4"11e Al�rugFlcng"e,11.L"4'!_k 7 L W.4 L'l #; (ii,i }'t'�-1$0L� � olrf3l�+l;v Fr. I-J:�xx�n ��. 'F..i.(.i ?riknt'.t=''Jn I f1'a�n�n €14-: T„I,C:i PIS r4: �ASYI �4�1-1�IT L � �"<1,d31..+17 r� L7�twrl�}. i_,I.(-r tlirldLe.T~Ilr. 11ho a-k:I F T4'4-1SOI 3 �I/�,J11 err, �} r I�'IICI C'Ir�:: `rl RVr 1_'�•i. PIPS-]3f-F: _W& rG aim i0 MJ31AI � LhLLtcc.J�}'. T.'.ti,1. �,DP-1 ro air � L.neckcd Ely. J.M.T Ftr;1�i#_�41•�1 * -- fountains, r'alx�; �`$DS,13�3-�'kI�� � E'trII1�i 5.41���43-��k4 1 al{;31�;� wa � �iY � '�T7.�S it lyi,tal�l L �1Rp:r.( 9EY 1iJCflfiTS�?ll�lllllLS.#�fCII �i v' L4" a 17r�wLr 7+e1. L,91 1i4vVr'+W rim? tnldatllilt�.eQ¢n 1y fJ1.1511€2 rt S :}:" ?tirJ Tf Drexr�g Ica. fDUrl Gins" r Sic:atr: :,r,..,,.:,.:rs.,,,Jxn- a. i,.,.ro.�. .,r r'•.��.tirp+l"" � Ll 11,+P„111r19��P1iF13[�&17t4'dlrnLil:TdiS,4'.Illll ,k - -, 7. 3 a�lti U�r:s:1 CI? 7.18 THE CONTRACTOR SHALL CONTACT THE DESIGN ��OF N E t7,y PROPOSED HOLIDAY INN EXPRESS HOTEL ENGINEER BEFORE EXCAVATION & CONSTRUCTION TO Q � v TER ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '4 'A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS a �' * DESIGN&ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. Z - o WATER FEATURE 371 ELMIRA ROAD SUBSEQUENT UPDATES OF THIS PLAN N THE r LU Buff Main Street,Suite 301 IlTrr -Z DESIGN ENGINEER DOES NOT AFFORD ANY - _ W Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID = REV. PER ONWER/ARCHITECT 10/27/14 DETAILS Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �bP Fax:(716)810-9504 T H A C A NEW YORK9 14850 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH O 08063Q �, REV. PER CITY COMMENTS 1/21/14 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: AVT SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP 1 REV. PER CITY COMMENTS 1/24/14 CHECKED BY: OST OR BID. C— 1 �9 STAMP SEAL - ISSUED FOR SEOR / SITE PLAN REV. 10/15/13 JOB # 12-156 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. l a a Z� ° \ o, (3) 1 Y" CASCADE FOUNTAIN NOZZLES \ OPERATING AT 4-FOOT SPRAY HEIGHT. ° a \ % EACH ILLUMINATED WITH (1) WHITE, d \ DONUT HOLE, LED UNDERWATER LIGHT FIXTURE BY ROMAN FOUNTAINS. CALL - -- (877) 794-1802 TO ORDER. SEE C-1.6 ° & C-1.7 ° RDP-1-150-RBU UNDERGROUN Ut CALL (877) 794-1802 TO ORDE SE C-1.8 & C-1.9 a t� t� Ov— tt � ° t —A a °cA� \\ \\t \t� i // \\t \tt` CPPS�pNE a 0 ° ,67- - 2 CPpsl0 ,0 - W % a cp+ - cP_ j \ 0- -A \ O \ Z EAT U R E D ETA I L SCALE : 1/4" = 1 '-0" 12" CAPSTONE (TYP.). EL DORADO "LEDGECUT" OR APP. EQUAL. COLOR BY ARCHITECT OF RECORD s „ /4 CHAMFER ON 1211 INSIDE EDGE (TYP.) STONE VENEER EXTERIOR TO MATCH BUILDING FACADE (ELDORADO STONE "LEDGECUT" #33. COLOR = SAGE). ORDER FROM ALLIED BUILDING WATER LINE PRODUCTS (585) 328-7330 V. MORTAR SETTING BED , ADD FIBERMESH & UNIFORMLY DISPERSE IN CONCRETE WALL. CONCRETE SHALL E CONC. MIX AT 1.5 Ibs. PER CU. YD. BUCKEYE .87• - MORTAR JOINT TYP. ( 1" 1" NORMAL GRADE. COMPRESSIVE STR NG = (TYP.) ULTRAFIBER 500 OR APPROVED EQUAL) 2" 3,500 P.S.I. MIN. WITH 3" - 4" S UM . ENTRAINMENT = 3% - 6% WITH REIN CONFORMING TO A-615, GRADE 0 D ASTM o A185, GRADE 60 _ r7 1fl' 6 -8 %g! 2 #4 CONT. TOP AND o BOTTOM. PROVIDE 2 COATS OF WATERPROOFING E OXY SEALANT CORNER BARS (TYP.) FINISHED (PLATINUM XTRA HIGH SOLIDS OX PAINT OR BLACK ..A .S� 3» GRADE APP. EQUAL). COLOR = ..Y.. 3" CANT (TYP.) , PVC WATERSTOP (TYP.) R '. •.f C C - 6.. TYPE 2 SUBBASE COURSE a (N.Y.S.D.O.T. ITEM 304.12) COMPACTED TO 95% PROCTOR DENSITY CC !. 4 • ATE R FEATURE SECTION ALE : 1 -1/2" = 1 '-O" REFER TO SHOP DRAWINGS FROM ROMAN FOUNTAINS FOR 10' INSTALLATION INSTRUCTIONS. CALL (877) 794-1802 TO 10' ORDER TO ORDER ALL COMPONENTS, SHOP DRAWINGS, AND INSTALLATION INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO C Q� v T Eq �y0 Q �+ ENSURE HE/SHE HAS THE FINAL SET OF DESIGN � L�I�Y�CZ DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS `z- Q &ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * � " 1� O *SUBSEQUENT UPDATES OF THIS PLAN BY THE r p� WATER FEATURE 2495 Main Street,Suite 301 I ELVI � RA ROAD _ }, r Q DESIGN ENGINEER DOES NOT AFFORD ANY — ' w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID ' _ ® REV. PER ONWER/ARCHITECT 10/27/14 DETAILS Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE 2(.P Fax:(716)810-9504 THACA �l E W YORK9 14 8 5 0 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063� �� REV. PER CITY COMMENTS 2/21/14 SHEET ARE ISSUED FOR CONSTRUCTION AS THESE MAY '° �- DRAWN BY: AVT 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESS'i'D 1 REV. PER CITY COMMENTS 1/24/14 CHECKED BY: OST OR BID. C— 1 , 1 0 STAMP SEAL — ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 12-156 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. NOTES x 394.6 394.4 393.9 X 412 5 414.3 4; 1. FOR REFERENCE INFORMATION SEE TOPOGRAPHIC BOUNDARY SURVEY 473. PREPARED BY T.G. MILLER DATED AUGUST 21, 2013, AND IDENTIFIED ���'ti I AS JOB NO. S13-606 INCLUDED WITH THIS SET OF SITE PLANS. x _ AFR�gp I 1 2. THE CONTRACTOR SHALL FIELD VERIFY ALL UNDERGROUND X �FCFY UTILITY LOCATIONS AND DEPTHS PRIOR TO THE START OF X 394.7 o EXCAVATION. ' X 394.3 w X 411.9 \ 3. ALL SOIL FILL AREAS SHALL BE PLACED IN 8" MAXIMUM LIFTS. 394.3 X 3 63 ( MATCH EX.)\ 414.2 FILL SHALL NOT BE PLACED ON FROZEN SOIL. m I EXISTING q T I MATCH EX.) K-ASPHALT PARKING-) I \ 4. ALL FILL AREAS BENEATH PAVED AREAS SHALL BE COMPACTED X 94.0 TO A MINIMUM 95% DENSITY IN 6" MAXIMUM LIFTS AS LOYAL ORDER OF THE MOOSE #666 (R.O.) 3. 413.7 DETERMINED PER ASTM D 1557. 3' 4392.6 \ 394.5 8401347 X 394. (MATCH EX.) -00 3 BENCHMARK: (MATCH EX.) (MATCH EX.) I 5. WHEREVER POSSIBLE, EXCAVATED TOPSOIL SHALL BE 9�, TOP OF NAIL HEAD _ STOCKPILED ON SITE AND RE-USED DURING LANDSCAPING AS (MATCH EX.) 0 m MATCH EX.) ATCH EX. (MATCH EX.) (MATCH EX.) HI WALL NEW C.B.CB #?a6.2 ( (MATCH EX.) NECESSARY. '�'� RIM 392°70 9 . I Ex. U.F� �1 (MATCH EX. \ x 3s4.3 _-�' , _ PRESENT I CENTERLINE EX. EDGE OF PAVEME T 39 8 HI '�WALQ \ ;o A9 MATCH EX.)(MATCH EX.) (MATCH EX.\ _�`' 3„ 1 'Y 6. BEFORE CONSTRUCTION BEGINS, A CERTIFIED LICENSED (MATCH EX. _ (MATCH EX. _ o< I GEOTECHNICAL ENGINEER SHOULD CONDUCT A FOUNDATION 1 392.01` 92.0 -- x 3s T EX.) __- - ti MATCH X.) AND SOIL INVESTIGATION IN CONFORMANCE WITH SECTIONS 1 (MATCH EX.)1 -- -- ''- __ - -- �, / X J. U.P. I 1802.2 THOUGH 1802.6 OF THE NEW YORK STATE BUILDING 1 = 1 = X g s �� ° X 4 lb C s 413.7 CODES. ALL CONSTRUCTION, FILL, AND SITE PREPARATION 1 ° 0 2.?x%9 x X -9 11.9 SHALL MEET OR EXCEED ALL SPECIFICATIONS AND 1 392.7 1 392.5 ° �'\ 1 _- 4 2.0� 1.0� x s4 ' c RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. 1 1 1 s92. NEW 5' D 0 39 o I M.H. #1 � x 394 392.2 1 1 �� 9 8.4' H I I 7. FUTURE LAWN AREAS SHALL BE SCARIFIED TO A MINIMUM 1 RIM 392°14 X s43o 7 ® I ( x 4 , DEPTH OF 3 INCHES PRIOR TO PLACEMENT OF TOPSOIL. 1 1 i ..�'. 2'2% �LOADI39 .7 ��9 I 1 ox �, ` 8. PER NYSDEC REQUIREMENTS, PRIOR TO SEEDING OR 1 \� ° r �9\ 3 8 4 4 I (4.2' HI WALL N I cr 11 1 v, , � o� I 4 i LANDSCAPING APPLY 6" TOPSOIL (MINIMUM) IN ANY \ 394.o s ONIOVOW / ONIGIVO� I MATCH EX. 1 PROPOSED LANDSCAPE OR LAWN AREAS WHERE EXISTING 1 (MATCH EX.) 1 3 sz.s x ONIA((V p° I ss.s (4.2' HI W LL) X n �� EXIS •g 4.1 X 39 � •I I .� HI 477.: I TOPSOIL SHALL BE STRIPPED BUT THERE IS NO CUT, FILL, 1 - -392.so x� s3: = 4 x 3 472.0 OR CHANGE IN GRADE. 1 393 0 g NEW .B. #3 81• /0, TLb 1 = 9 94 RIM 2.56 I I x s.o250.69' a rro TAL 9. PER NYSDEC REQUIREMENTS, PRIOR TO SEEDING OR 1 X x 3ss. - LANDSCAPING, AERATE AND APPLY 6" TOPSOIL (MINIMUM) IN 1 X 1 4 z 3 - I I MATCH EX.) ANY PROPOSED LANDSCAPE OR LAWN AREAS WHERE THERE IS z.7 393.0 CUT, A LL, OR CHANGE I N GRADE. AERATION SHALL BE ° 94. s I I - X 40 3° i• ACCOMPLISHED USING COULTERS WITH SOIL SLITTING, SPIKED 11 1 1 s I I o 410.2 SOIL AERATOR ROLLER, OR A PRONGED SUB-SOILER. 1 1 1 1 (4.2' HI WALL X 4(11111, 1 1 1 X 39A43391.8 - I IMATCH EX.) 10. PER NYSDEC REQUIREMENTS, IN EXISTING PAVED OR BUILDING 1 I 3, = X 394.8 o q AREAS THAT WILL BE CONVERTED TO FUTURE LAWN OR 1 X 39P1. ,3�q I (4.2' HI WALL 39.5.1 395J6.0 o X 5. - v Q7, LANDSCAPED AREAS, FULL SOIL RESTORATION TECHNIQUES 1 1 1 co 40 5 �.r �, 1 SHALL BE APPLIED PRIOR TO SEEDING OR LANDSCAPING. 1 1 1 o I 959395 �95s DURING PERIODS OF RELATIVELY LOW SUBSOIL MOISTURE THE 1 1 1 I X3 W F,F.=395. ' y i DISTURBED SUBGRADE SOIL SHALL BE SCARIFIED AND 3 1 1 1 i NEW 4-STORY HOTEL �9e �' _ 1 I x Sss.o I 3 6 I WALL INCHES MINIMUM TOPSOIL APPLIED OVER THE SURFACE. 1 X 3s z COMPOST SHALL THEN BE TILLED INTO THE SUBSOIL TO A 1 1 1 393.2 F.F. = 393.85 �, ANEW BIO- 3.0% I 39 .2 3 5 a W W 1 1 ` I ' ENTION- .#2- III WALL o DEPTH OF AT LEAST 12 INCHES USING A RIPPER, 1 3(g $3.4 X 395.1 Iv �' _ J 3ss.s ) a TRACTOR-MOUNTED DISC, OR TILLER. UPLIFTED STONE OR 1 11 1 X r � 7 3.0' HI WALL) �' NEW BIO- I x 395.8 - o 1 1 RETENTION #1 j o ROCK MATERIALS SHALL BE REMOVED FROM THE AREA IF 1 1 1 TCH E THEY ARE 4 INCHES OR LARGER. A 6 INCH MINIMUM LAYER 1 I X rrll OF TOPSOIL SHALL THEN BE APPLIED TO BRING SURFACE TO 1 1 I X �08 \ � w ^� . . - . . (3.4 H tNALL) cL FINISHED GRADE AND SEEDING OR VEGETATION COMPLETED 1 1 �' ° 9 4 4.:" 409.3 X , PIPE INV.) NEW BIO- PER THE SITE LANDSCAPE PLAN AND DETAILS. 1 11 (TOP OF PAD ., �'�� � � 2.2' HI WALL .o � � 39s � 5 X g I �X 4 �' " 1 1 1 ^< �' X ' 3" A.F.G.) ® _ - .. _ RET�ITI N w ) I 11. TILLING SHALL NOT BE PERFORMED WITHIN THE DRIP LINE OF \ EXISTING TREES TO REMAIN OR OVER EXISTING UNDERGROUND o 1 1 D 1 UTILITIES LESS THAN 24 INCHES BELOW GRADE 11 1 m 1 ; 3 0 (1 8' HI WALL) __ 2. HI WALL) , 4.2' ALL) J3.0' HI WA L 1 1 a 1 x 4.2 i (2.8' HI ALL) °r 3 s 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL 1 '� 1 ,X g .339 X 394.6 394.E L_ x 2.3' HI WALL) 4 3.0' HI WAIL) NECESSARY FEES AND OBTAINING ALL NECESSARY PERMITS PRIOR TO 1 O 1 i NEW CATCH BASIN #4 NEW N�D. #1 F R THE START OF CONSTRUCTION. CONTACT CITY OF ITHACA BUILDING 1 393.8 394.1 a X X 394.33g44' X 39 EX. CHAIN LINK FE E BOWS ' 1 DEPARTMENT (274-6508), ITHACA WATER AND SEWER DEPARTMENT 1 1 1 3. .s X ��4. 395.5 FOR BIORETENTION #3 IORETENTION # o.s'f OVER PROP. L TCH EX.) ' 3 3 408.9 408.7 (274-6596) AND THE NEW YORK STATE DEPARTMENT OF 1 1 KD ' X 395. BYPASS OVERFLOW (MATCH I - 1 1 NEW CATCH BASIN 5 39 .2 RIM 393° 5 RIM 3 ; 2.5 H I WAL s P. TRANSPORTATION (756 7072) FOR INSTRUCTIONS, PERMIT 1 # (MATCH EX.) ( �� ►, APPLICATIONS, AND FEES. 1 1 1 x g 4 FOR BIORETENTION #4 397.8 (3.7' I WALL) �j 4o:I BYPASS 39s.7 400.¢" MATCH E .) 1 1 RIM 393.75 o f l X 0& (MATCH EX.) 6 I 1 1 �kXISL 2 94.6 ...:: °.X: M CH X.) 1 �ENCE o 1 1 RIM=394.60 9 .5 ° ^ ss8. MATCH ) 1 394.6 X 94.6 X 396.3 1 1 1 398.0 ��� EXISTING EX T. C IIN OF STEP) _ 408.5 1' 408.8 LEGEND 1 11 1 94.6X 47 - BUILDING TO"�OF STEP 404. MATCH ✓ X.) 1 1 39­ ) (MATCH EX.) X:° y4` GRAVEL PARKING ARKING J NO. 654 T.W. 400.0 EXISTING EDGE OF PAVEMENT 11 1 IPE IN X 3 MATCH EX.) 400 (TOP OF STEP 4 7. 1 X 00.2 T.W. 403. 4 7. MATCH X.) NEW EDGE OF PAVEMENT � - �• 1 EXISTING CURB - NEW BIO- -( F OF STEP NEW CURB (6") 1 RETENTION (MATCH EX.) x osl7 � 1 1 #4 I 400. T.W. 407.0 II 4 7._�\ SITE PARCEL PROPERTY / R.O.W. LINE 1 (MATCH EX.) x1rt ,may. - (3.6' HI WALL) X 6.8 79 �C 4 2.1 �\ X 408.8 ADJACENT PROPERTY / R.O.W. LINES 1 3ss.3 `� �' 9 ( ) 39- - - ;1 MONKMAN R.0. X 407.4 o EXISTING UTILITY POLE 1 (START WALL) sr. c. MATCH EX.) J .S x g5's 2506�7096 Ox 40 7408.: 1 1 IM=396.09 407.3 3Z EXISTING LIGHT POLE 1 1 3 ( ) 968 X 4 l' R _ NEW Y D #2 FOR 2.6' HI WALL GHT 407.3 1 X 0 SURFACE FLOW DIRECTION & SLOPE 11 (MATCH EX.)1 BIORETENTION #4 TCH EX.) - EXISTING CATCH BASIN 1 1 OVERFLOW - - 40 .s ■ NEW CATCH BASIN RIM 392.13 O EXISTING MANHOLE 1 11(MATCH EX.) EX. AS PARKING - - - • NEW YARD DRAIN - XXX- EXISTING CONTOUR LINE a / - 6 40 .5 ,. \/VV y v EXISTING SPOT ELEVATION 1 11 1 .�97.5 398.8 R&M REALTY 377 LLC (R.O.) - - T.C. XXX.XX TOP OF CURB ELEVATION 1 1 1 500928-007 - I 4o7.s 4o8.s B.C.XXX.XX BOTTOM OF CURB 1 4o8.s 1 - I XXX.XX NEW SPOT ELEVATION 1 1 - N T.W. XXX.XX TOP OF CURB ELEVATION SITE GRADING PLAN B.W. X . X BOTTOM OF CURB SCALE : 1 "= 20'-0" 0 20 40 80 THE CONTRACTOR SHALL CONTACT THE DESIGN O F N E tV PROPOSED HOUDAY INN EXPRESS HOTEL ENGINEER BEFORE EXCAVATION A CONSTRUCTION TO Q v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � R 'A o ti m a DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS Q oEsiGN a ENGINEERING,PELC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * •^ * 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r - ,I,, " � r 4A REV. PER ONWER/ARCHITECT 9/1/15 SITE GRADING PLAN 371 ELVI RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY - Wa „ , - w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 Exce sioR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE � � Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH 08063Q �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP A REV. PER CITY COMMENTS 1/24/14 CHECKED BY:: OST OR BID. C-2�0 STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. NOTES Can N , 0 1. FOR REFERENCE INFORMATION SEE TOPOGRAPHIC BOUNDARY m SURVEY PREPARED BY T.G. MILLER DATED AUGUST 21, 2013, AND IDENTIFIED AS JOB NO. S13-606 INCLUDED W ` < WITH THIS SET OF SITE PLANS. EXISTING I I ASPHALT PARKING 2. FOR REFERENCE ALSO SEE ARCHITECTURAL AND PLUMBING PLANS FOR EXACT LOCATIONS AND DEPTHS LOYAL ORDER OF THE MOOSE #666 (R.O.) _ OF WALLS. BENCHMARK: DRAIN LEADER CONNECTIONS AT BUILDING BENCHMARK: S 840/347 1 1 #i 3. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR 1 1 NEW C•B• 06.2' STORM DRAINAGE SYSTEM FAILURE DUE TO LACK OF 1 1 1 RIM 392°70 _ - I I I I i I ' I 1 I.i INSPECTION OR MAINTENANCE. 1 1 C -_ - 39 - \ ` I '` ' . " r a ' ' ' ' 1 Z� W INV• 388°66 (18 --� \ \ \ I .{.I. a .I�I EX. P. , 1 1 1 1 m _� SW INV. 391.20 6 �9 11 41 PRESENT I NTERLINE ( 2• 4. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY S INV. 388°66 (18 INV. 9te26 UTILITIES NOT SHOWN ON THIS PLAN OR ANY ACCIDENTAL 1 I 1 3g -- - '---- - _ RUPTURES DURING EXCAVATION OR CONSTRUCTION. EW 18 SICPP -- 5. ALL NEW ROOF DRAIN LATERALS SHALL BE THE 1 � NEW 5' D ° ST '� 4' • 5 D DIAMETER SPECIFIED ON THE DRAWINGS AND PVC A REP L CE PVMNT. IN KIND �' ��' SDR-35 CONFORMING TO ASTM D 2665, ASTM D M°H. #1 ORp,1N #4 -2° I -2. OVER NEW TRENCH 1' OF 3034, ASTM F 891, CSA-B182.2, OR 1 RIM 392°14 'ROOF C Z A/ I CONTECH CDS 0 1M1° NE`N • g �y _ 3 40„ CAN/CSA-B 182.4. 1 1 WATER U 6. ALL NEW HDPE STORM SEWERS SHALL BE ADS N-12 V. 388.38 -2• \ • _ II ,�„ \ � \\ \\ I 1 1 EXIST. C.B. 39 - - OR APPROVED EQUAL, 3 II, , • , III IIII I HDPE STORM SEWERS SHALL MEET OR EXCEED 1 1 CNI b 0 sr CONFORMING TO ASTM F 405. 1 1 F�IM-392.90 C, o n1+ \\ 1 \I\I\ I I I I 6 AASHTO M294 STANDARDS. 1 1 SW. I V. 388.30 cn NE. I�v. 388.50 $T 0°00 o B NEW .B° 3 IH �"a' PERFORATED I 7. ALL PIPE FITTINGS SHALL CONFORM TO ASTM D # �E;1 ,', U v v v 1 -2° RIM 3 2°56 _ I I UNDERDRAIN 1 S NV• °388.30 NEW 10») �s `�' III ; ' 101' 0 0.0 T ' Tq� 2609, ASTM D 2464, ASTM D 2466, ASTM D 2467, 1 m N 1 88°92 (15 IIIE o - CAN/CSA-B 137.2, OR ASTM D 2665. EW 10 C 0 '° `' za - 1 � ® W INV. 389>81 8 i�' , INV. 390.67 �'' \- `��`\ \\\`\• �. 1 ROOF D N #3 0, • 8. REGULAR MAINTENANCE OF THE BIORETENTION AREAS 1 �12 ® 0• 096 " INV. 1391°60 o E INV. 6'� » C 8 • 1 0 _ _ S INV. 388°92 (6 6 FI; GRAVEL SHALL BE THE RESPONSIBILITY OF THE PROPERTY 1 0 - N III; - ;� I ILT 1 \ ® OWNER. THE OWNER SHALL FILE A DEED 1 1 RESTRICTION WITH THE CITY OF ITHACA FOR 1 1 d'+ DOWNSpO IN• G A A II.; ', A 1 ACT 35% M -- ° � MAINTENANCE OF THE BIORETENTION AREAS. 1 1 1 CO PNC ® O• ROOF LTERNEW -2• III' . NEW -2• ', ; \\ \\ 1 110N OF 3 ROOF "' N 6» i `, BI OR ETEN TI O 1 1 - POR N # ON OF _� BIORETENTIO I; ', o o NIL o IER D 9. THE GENERAL CONTRACTOR SHALL PERFORM ALL 1 1 1 TO ROOF 0 O �'pRP�N # W /l8 .00X NYSDEC- EQ D -C a ;` ; APPLICABLE TESTS AS REQUIRED BY THE LOCAL 1 0 0 - SpOU s MAINT. SIN =2e ;`; I II RE�1ING W 'LL PLUMBING AND BUILDING DEPARTMENT, AS WELL AS 11 1 11 FRO -+ o CO C DOW 0°15� VAN. D I ',. 1 z TESTS REQUIRED IN THE N.Y.S. PLUMBING CODE 1 ON OF o 0 o Z - I SECTIONS 312.2 THRU 312.9. 1 1 PORE RNT4 W2 Z oc 6" 000 -2• �� - �,I, II a » 1 1 1 ZO ROOF D 0 W1� ov p u. EW 6 C ,�° �h °w,�� %� 1 It I . 1 I 2 4.52� I l l z NSP oZo � � 1+; � � II ,; 1 OW NYSD C-REQ D l l I I l r 10. ALL JOINTS OR JOINT SYSTEMS FOR NEW STORM 1 1 CT D 0� MIN• R00 393 , �i ; l l i r . w o SEWERS SHALL BE SILT TIGHT, AND SHALL RESIST 1 1 1 C0 pVC ® O°3 0 -n Z- o RAIN #1 NEW 6 PVC INV° 390°2 I ' I I l °I ' a INFILTRATION OF SOIL PARTICLES THAT PASS THE 1 1 8 Z Z INV. A NEW 6' PVC I '` _ I I ' l f. W 1 10 ® 2.739' > �, I ; i i l ll l i •I w w w NO. 200 SIEVE. IF GEOTEXTILE WRAP IS SPECIFIED 1 NEW 4-STORY HOTEL Z o 0 91°90, NEW -2° PERFORATED 1 1 1 F.F. = 393.85 � a. ~ BIORETENTION UNDERDRAIN `7 ' _ - I i i i i it i W W FOR USE IN JOINTS, IT SHALL MEET AASHTO M288, 1 1 h' I I l I I x WITH AN APPARENT OPENING SIZE (AOS) GREATER 1 1 27 ® 0°00 nn s THAN 70. 1 , 1 EW 6I'. ^� X - NV° 388.92 •, - ' , I l ° l Q `� PERFORA D 11. PER SPDES GP-0-15-002 REQUIREMENTS, THE o 1 11 D 1 D SDEC REQ' C UNDERD N i i i i j it �\ RESPONSIBILITY FOR IMPLEMENTATION OF LONG TERM M INT. IGN -2° 33 ® 0 0 OPERATION AND MAINTENANCE OF THE (STORMWATER 1 1 INV. 390 6 MANAGEMENT PRACTICES) SHALL BE VESTED WITH A m 1 11 1 W NEW 8" PVC 1 394 - RESPONSIBLE PARTY BY MEANS OF A LEGALLY 1 1 1 D 177 ® 0.009b BINDING AND ENFORCEABLE MAINTENANCE 1 / AGREEMENT, DEED COVENANT, OR OTHER LEGAL 1 1 1 -2• 1 NEW CATCH BASIN #4 NEW- Y°D• #1 F R a 1 � CHAIN LINK FENCE BOWS 39 MEASURE TRANSFERABLE TO FUTURE OWNERS. THE 1 1 1 9' FOR BIORETENTION #3 BIORETENTION #3- .6't OVER PROP. LIN 1 1 d 1 -- BYPASS 6 OVERFLOW A 5 \\ OPERATION AND MAINTENANCE PLAN IN THE 1 NEW CATCH BASIN #5 RIM 393°75 RIM 392.1 I v ' \\ P. I\ STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 1 1 -2. , SHALL BE FOLLOWED AS PART OF THIS AGREEMENT. 1 1 1 FOR BIORETENTION #4 E INV. 392°13 INV° �39 -2• BYPASS N & S INV• 391°63 I 1 1 1 B RIM 393.75 SUM 3 7 1 NEW 6 PVC 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING 1 -2• _ PERFORATED 1 1 � W INV• 392°13 , � ALL NECESSARY FEES AND OBTAINING ALL NECESSARY 1 1 `trxlsr. C.B. N & S INV• 391.63 UN ERDRAIN PERMITS PRIOR TO THE START OF CONSTRUCTION. 1 RIM=394.60 SUMP 387°75 4 � DrF� �' NIAINT. 8 3 00°00 CONTACT CITY OF ITHACA BUILDING DEPARTMENT 1 S. I 390.30 o cc 1 1 SW. IN . 389.80 ROOF DRAIN #2 SIGN -2° I ° 388°30 (274-6508) AND THE NEW YORK STATE DEPARTMENT OF NE. IN 389.60 ! - ° 1 1 1 4Nv° 391.69 EXISTING TRANSPORTATION (756-7072) FOR INSTRUCTIONS, PERMIT NEW 8» PVC ' EXIST. CHAIN LINK FENCE _ APPLICATIONS, AND FEES. 1 11 1 6' ® 1°00% r " ' BUILDING 1 1 1 ' A rGRAVEL EXISTING BUILDING N O, 654 11 1 1 NEW -2• �--�- 400 1 1 11 �' t�,✓�� BIORETENTION IA REP CE PVMNT. IN KIND 5 ` �2. OVER NEW TRENCH 3 -�T - � 1 ST MONKMAN (R.O.) LEGEND 1 1 11 - IST. C.B. 250617096 IM=396.09 / -I 12" CMP=3 EXISTING EDGE OF PAVEMENT 1 1 1 � �I V. 3s3.o�, - N� � EX. U » NEW EDGE OF PAVEMENT 1 1 1 a NEW Y.D. #2 FOR PERFORATED EXISTING CURB 1 1 BIORETENTION #4 --"- UNDERDRAIN OVERFLOW 5 ® 0.00 NEW CURB (6") 1 C YSDEC-REQ'D I -- -- PROPERTY R.O.W. LINES 1 -2• MAINT� SIGN RIM V. 38 » I . 38 -� G / 1 N INV. 388.30 (8 ) E _ ADJACENT PROPERTY / R.O.W. LINES 1 1 NE INV. 390°46 (8») SE INV. 388°30 6 -RD RD- NEW ROOF DRAIN LATERAL 1 11 1 A ( R&M REALTY 377 LLC (R.O.) _ -ST EXISTING STORM SEWER 1 1 - -ST ST- NEW STORM SEWER 11 11 1 -2° 500928-007 EXISTING UTILITY POLE 1 _ SURFACE FLOW DIRECTION EXISTING CATCH BASIN 1 _ ■ NEW CATCH BASIN EXISTING MANHOLE ® NEW YARD DRAIN N ® NEW CLEAN-OUT SITE DRAINAGE PLAN -XXX XX;� EXISTING CONTOUR LINE (TO REMAIN) --XXX ---------XXX- FORMER CONTOUR LINE (RE-GRADED) SCALE : 1 "= 20'-0" XX XXX NEW CONTOUR LINE (FINISHED GRADE) 0 20 40 80 THE CONTRACTOR SHALL CONTACT THE DESIGN O F NE IN PROPOSED HOUDAY INN EXPRESS HOTEL ENGINEER BEFORE EXCAVATION A CONSTRUCTION TO Q v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN � '4 'A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS � �' Q DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r I ,},, � � 4A REV. PER ONWER/ARCHITECT 9/1/15 �ITr DRAINAGE ^�A 1 371 ELM RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY - W '� w SITE PLAN Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID - _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 axcsusmR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �b? Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O A �8063A �� A REV. PER CITY COMMENTS 2/21/14 SHEET ITHACA , NEW YORK9 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP� A REV. PER CITY COMMENTS 1/24/14 CHECKED BY:: OST OR BID. C-2� 1 STAMP SEAL A ISSUED FOR SEAR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. FIBERGLASS SEPARATION CYLINDER CENTER OF CDS STRUCTURE, AND INLET SCREEN AND SUMP OPENING NDS POLYOLEFIN GRATE WITH U.V. INHIBITOR. B COLOR = GREEN na 6" DIA. a Q PVC -N /VA/VA/VA/� 7�1A�/A�/��/A�/A� NTECH www.ContechES.com ZI d � PLASTIC ELBOW (PVC OR HDPE) SIZED TO FIT. TOP SLAB ACCESS (SEE FRAME AND d COVER DETAIL) INLINE YARD DRAIN DETAIL ° A PVC HYDRAULIC a ° 60" I.D. MANHOLE FRAME AND COVER SCALE 1 -1/2" = 1 —0 SHEAR PLATE STRUCTURE (DIAMETER VARIES) N .T.S. +/_65° MAX. WHITE BACKGROUND PLAN VIEW B—B SITE SPECIFIC N .T.S. DATA REQUIREMENTS 24" x 18", 18 GA. STEEL BAKED ENAMEL. WATER QUALITY FLOW RATE........... 0.95 CFS BLACK LETTERS STORMWATER MAINTENANCE PRACTICE - RAIN GARDEN BOLT TO STEEL POLE WITH 3/8" CADMIUM PLATED CONTRACTOR TO GROUT TO PEAK FLOW RATE.................. . ....... CFS RETURN PERIOD OF PEAK FLOW....1010 YRS BOLTS, NUTS, AND WASHERS. FINISHED GRADE DRAINAGE AREA...............................1.52 ACRES P ECT IDENTIFICATION - SPDES NrR 3/8" MARGIN & BORDER. % IMPERVIOUS AREA.......................64% CONTRACTOR T O PROVIDE x 90% RAINFALL.................................1.0 INCHES N GRADE RINGS/RISERS AS MUST BE MAINTAINED PER O&M PLAN NECESSARY DO NOT REMOVE OR ALTER n ° a I GENERAL NOTES: FIBERGLASS 1. CDS2025-5—C RATED TREATMENT CAPACITY IS 1.6 CFS. EPARATION CYLINDER g ° 4 a a a MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACIYT IS 14.0 CFS. THE AND INLET d STANDARD CDS2025-5—C CONFIGURATION IS SHOWN. ACTUAL u � a CONFIGURATION WILL INCLUDE GRATED INLET WITH WITH INLET PIPE. ILL 2. CONTRACTOR TO COORDINATE WITH CONTECH TO OBTAIN FINAL I CONSTRUCTION DESIGN AND FABRICATION DRAWINGS WITH DETAILED NYS D EC— REQUIRED MAINTENANCE SIGNS a d a STRUCTURE DIMENSIONS AND WEIGHTS AT WWW.CONTECHES.COM. R rn +� SCALE 1 -1/2" = 1 '-0" v N ° 3. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. NOTE: REFER TO NYSSMDM CH. 3, SECTION 3.5.1 INLET PIPE(S) OUTLET PIPE 4. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSTIONS. O ACTUAL DIMENSIONS MAY VARY. 5. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH -- _ ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. ui a . ui Flli, ,] ° 6. STRUCTURE SHALL MEET ASSHTO HS20 AND CASTINGS SHALL 0 MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ------ -`a ------- _ ------ ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. --- _ ------ CONTRACTOR TO CONTACT ENGINEER OF RECORD IF ACTUAL t d GROUNDWATER ELEVATION IS FOUND TO DIFFER. ° I � WHITE BACKGROUND r 7. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM s t s PERMANENT OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING I � POOL ELEV. MAINTENANCE CLEANING. z 8. CONTRACTOR TO FOLLOW MANUFACTURERS INSTALLATION AND ? MAINTENANCE SPECIFICATIONS. OIL BAFFLE `" I c� S 9. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING 24" x 18", 18 GA. STEEL BAKED ENAMEL. SKIRT o AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE BLACK LETTERS—,,,,. smi MAINTENANCE PRACTCE-PDRous PAVEMENT BOLT TO STEEL POLE WITH 3/8" CADMIUM PLATED a ° a STRUCTURE (LIFTING CLUTCHES PROVIDED). BOLTS, NUTS, AND WASHERS. a - 3/8" MARGIN & BORDER. a a �` 10. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE ECT IDENTIFICATION -SPDES NYR10K723 SECTIONS. x 1 '-9" [533] O a 11. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH MUST BE MAINTAINED PER O&M PLAN a I T PIPE INVERTS WITH ELEVATIONS ON DRAWINGS. SEPARATION a 12. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT DO NOT REMOVE OR ALTER SCREEN CD - `' IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS I CV SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. a a. PVC HYDRAULIC SHEAR PLATE I a a a d a a NYSDEC— REQUIRED MAINTENANCE SIGNS SOLIDS STORAGE ` ` ` SCALE 1 -1/2" = 1 '-0" C SUMP NOTE: REFER TO NYSSMDM CH. 3, SECTION 3.5.1 ELEVATION A-A N .T.S. A WATER QUALITY UNIT DETAIL D SCALE 3/4" = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN O F N E W PROPOSED HOUDAY I EXPRESS HOTE ENGINEER BEFORE EXCAVATION & CONSTRUCTION TO Q� v T Eq 'q C ' A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN R 'A A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS ` DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * -^ - * DETAILS 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r � -: ,},, � � 4A REV. PER ONWER/ARCHITECT 9/1/15 DRAINAGE ,, 371 ELVI RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY Lu— Wa „ , Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 E sioR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE xce�� � Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063Q �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: AVT SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP A REV. PER CITY COMMENTS 1/24/14 CHECKED BY: OST OR BID. C-2�2 STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. NDS POLYOLEFIN GRATE WITH U.V. INHIBITOR. COLOR = GREEN. ORDER FROM KNS SUPPLY AT (716) 759-6911. REPLACE PAVEMENT IN KIND. MATCH NE TRENCH WIDTH TO EXIST. / I.D. + 24" (UNSHEETED) / \ 1 -0 I.D. + 36" SHEETED 1 - 1 -0 SAW-CUT LINE SAW CUT LINE f I I I I EXIST. PVMNT. /\\//\\// //\\' \//\\ `EXIST. PVMNT. / � ; /j\//\�j\//\ ,SEE NOTE 6 \ UNDISTURBED EARTH \\/\\/\\/ � i \ \ G v/vv/ v/Av/Av/vv/vv/� UNDISTURBED EARTH \\/j TYPE 2 SUBBASE COURSE (N.Y.S.D.O.T. r/i ITEM 304.12) COMPACTED TO 95% MINIMUM DENSITY IN 6" MAX. LIFTS w NEW SEWER OR MYARD DRAIN GRATE DETAIL B WATERLINE > SCALE 1/2" = 1 '-0" U NO. 1 CRUSHED STONE (N.Y.S.D.O.T. ��/%V�%V�: ! /v� /� TOP OF PIPE ZONE ITEM 623.03 OR 623.12) COMPACTED X, ,vv VA VA TO 95% MINIMUM DENSITY IN 6" v �< ` //v�//v�//v�/% 0i MAXIMUM LIFTS \\/ w CONC. OR ASPHALT INVERT LINE %AAA/AAA/AAA//� VA/AAA/AAA/AAA/AAA X TRENCH IN NON-PAVED SURFACE TRENCH UNDER PAVEMENT OR SHOULDER UNDISTURBED EARTH. COMPACT TO '%\//\\//\ \\\\\\ \\ C° c " NEW OR EX. PVMNT. EDGE OF PVMNT. \\/\\/\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FINISHED GRADE 3 -0 + PIPE O.D. I o 90% MIN. STD. PROCTOR DENSITY �//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \//\/i BOTTOM OF PIPE ZO E _ � � � j/\\ \ N (TYP. PAYMENT WIDTH) FINISHED GRADE ,�; r\���\���\��� /\, \��/�'� \ \ \ ` \ \ STORM SEWER PIPE OR CULVERT. (DIA. � rVVV GRASS . /\/\/ / VARIES NO SLAG SHALL BE ALLOWED \�AA�AA�AA�AA�AA�AA �A ���VAA VAA V� �AA�AA�AA VAA,.� � ) FOR FILL \/\/\/\/\/\/� i!\/\ UNDISTURBED EARTH (ADJACENT PAVED AREA) ;/ \j�\j \/��j\\//�\//�� \,/�`�/ "o TRENCH WALL (TYP.) PAVEMENT REPLACEMENT DETAIL <�`''`''` , '<�`'< A UNDISTURBED EARTH CUT-OFF POINT FOR SHEETING LEFT IN XLo cn y� o SCALE 1/2" = 1 -0 �� PLACE a Of SEE NOTE 4 J 00 \ \ BLACKTOP REPLACEMENT 4" MIN. TOPSOIL CONFORMING TO TYPE 2 SUBBASE COURSE (N.Y.S.D.O.T. c� �' r\�//\� TENCH WIDTH \� '\ CLASS B CONCRETE OR COMPACTED CLAY N.Y.S.D.O.T. SECT. 713-01. SEED OR Z \ ANTI-SEEP COLLAR. MAX. SPACING = 150' 1. IF CONSTRUCTION IS PERFORMED BETWEEN OCTOBER 1 AND APRIL 1, THE CONTRACTOR IS ITEM 304.12) COMPACTED TO 95% _ w SOD AS REQUIRED C-C IN LAWN AREAS. REQUIRED TO PROVIDE 4" OF COLD PATCH FOR ALL PAVEMENT CUTS. MINIMUM DENSITY IN 6" LIFTS w L m 2. ALL OPEN CUTS WITHIN 50' OF AN INTERSECTION SHALL BE TOPPED WITH 4" OF COLD PATCH MECHANICALLY TAMP OR ROLL EARTH REGARDLESS OF THE TIME OF YEAR. BACKFILL (EXCAVATED SOIL FREE OF STORM SEWER PIPE ANTI-SEEP COLLAR PLAN 3 FROZEN MATERIAL OR DEBRIS) TO 90% ALL ROAD CUTS ON HEAVILY TRAVELED HIGHWAYS ROADWAYS WILL REQUIRE 4 OF COLD PATCH MINIMUM DENSITY ' " ' (GENERALLY STATE AND COUNTY HIGHWAYS). 1 -6 I. - \ TOP OF 4 603.03 OR 5623 12)HED OCOMPACTED NE (N.Y.S.D.O.T. 95% EARTH BACKFILL ALL TEMPORARY PAVEMENT PATCHES SHALL BE MAINTAINED BY THE CONTRACTOR. PIPE ZONE DENSITY IN 6 MAXIMUM LIFTS (SEE NOTES 5. 6 5 & 6 BELOW) SHEETING OR SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. I STORM SEWER PIPE OR CULVERT. (DIA. 6. SELECT FILL (N.Y.S.D.O.T. ITEM 304.12) IS REQUIRED BENEATH NON-PAVED AREAS ADJACENT TO Z �y�\��\\j�\\ j ij\> VARIES) PAVED AREAS IF THE 45° LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE. 0 w /\\/\\/\\/\\ \\/\\/\\ w 7. PIPE BEDDING AND MATERIAL AROUND THE PIPE ("NO. 1 CRUSHED STONE") SHALL CONFORM TO w ? PIPE INVERT LINE \ \ \ \ \\ \ \ \ \ \\ N.Y.S.D.O.T. TABLE 703-4, SIZE DESIGNATION 1, MATERIAL DESIGNATION 702-0201. 1 �/ /3 I.D. '�//�//�//�//\ ///�//�//�// / OPTIONAL: PIPE BEDDING MATERIAL SHALL CONFORM TO CLASS I, II, OR III AS PER ASTM D \ \�/%/%//� \!\\/\\ \\ NCH WALL (TYP.) 2321. 6 MIN. � NO SLAG SHALL BE ALLOWED FOR ✓,\//\/,\//\ /,\/,\/,\/� 12 MAX. 0 0 0 ��/\/\/\/\/\ v\, BEDDING MATERIAL , jjj SAW CUTS /\/i\/i\/i\/i\/i\i �\/\\/\\/\\ PAVEMENT CUTS BY THE CONTRACTOR WILL BE MADE WITH A SAW, PNEUMATIC SPADE OR OTHER B CONCRETE OR COMPACTED CLAY ACCEPTED MEANS PRIOR TO EXCAVATION. /EEP COLLAR. MAX. SPACING = 150' ANY BEDROCK ENCOUNTERED ABOVE �� �\;�\�;\,�\//�j\\j\\/�\\\,� 1/ SCRAPE & TAMP TRENCH BOTTOM FLAT TO %\//\//\ //\// // � �� /\\/\\/\\ \\/\\/\\/ \ LAWN AREAS. 2• FINAL PAVEMENT RESTORATION: THE CONTRACTOR WILL BE RESPONSIBLE TO SAW CUT AN THIS LINE SHOULD BE REMOVED TO `/ REQ D GRADE ELEVATION ADDITIONAL 12" ON EACH SIDE OF THE DISTURBED TRENCH AREA, SO AS TO PROVIDE A UNIFORM PROVIDE 6' MINIMUM CLEARANCE' / STRAIGHT EDGE. THE CUT EDGE WILL THEN BE COATED WITH A BITUMINOUS SEAL COAT AND REPLACED IN THE MANNER DESCRIBED ABOVE. DEPTH OF SHEETING TO SUIT FIELD SECTION UNDISTURBED EARTH. COMPACT TO CONDITIONS 90% MIN. STD. PROCTOR DENSITY \\%\\//\ /\\//\\//\// STORM SEWER TRENCH D ANTI-SEEP COLLAR SECTION SCALE 1/2" = 1 '-0" NOTES: 1. TRENCHING OPERATIONS SHALL INCLUDE ALL NECESSARY DEWATERING. 2. SELECT FILL (N.Y.S.D.O.T. ITEM 304.12) IS REQUIRED BENEATH NON-PAVED AREAS ADJACENT TO PAVED AREAS IF THE 45° LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE. 3. PIPE BEDDING AND MATERIAL AROUND THE PIPE ("NO. 1 CRUSHED STONE") SHALL CONFORM TO N.Y.S.D.O.T. TABLE 703-4, SIZE DESIGNATION 1, MATERIAL DESIGNATION 703-0201. OPTIONAL: PIPE BEDDING MATERIAL SHALL CONFORM TO CLASS I, II, OR III AS PER ASTM D 2321. 4. COMPACTED CLAY OR CLASS B CONCRETE ANTI-SEEPAGE COLLARS SHALL BE USED IN GRASS AREAS TO ELIMINATE THE POSSIBILITY OF PIPE UNDERMINING DUE TO SEEPAGE THROUGH THE PIPE ZONE. (SEE DETAIL RIGHT). 5. IF SOFT MATERIALS OF POOR LOAD-BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH, STABILIZATION SHALL BE ACHIEVIED BY EXCAVATING A MINIMUM OF TWO PIPE DIAMETERS AND BACKFILLING TO THE PIPE INVERT WITH PIPE BEDDING AND COMPACTING TO 95% DENSITY AS IN NOTE 5 ABOVE. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL �L SET OF DESIGN optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. /� T/� 2495 Main Street,Suite 301 371 SUBSEQUENT UPDATES OF THIS PLAN BY THE r - }, A REV. PER ONWER/ARCHITECT 9/1/15 D R A IN/1GE DE 1 /'�ILS ELVI � RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — Wa „', w /., Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID = A REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803 6400 Exce sioR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� � Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O �8063Q �� A REV. PER CITY COMMENTS 2/21/14 T H A C A NEW YORK9 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP A REV. PER CITY COMMENTS 1/24/14 CHECKED BY:: OST OR BID. C-2�3 STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. SEE LANDSCAPE PLAN & DETAILS FOR PLANTINGS sr, , �NTION AREA EXCAVATE EXISTING SOIL & REPLACE MAX. PONDING LEVEL. �, - _ � WITH FILTER SOIL ' ',� J MEDIA 50% SAND, 25% TOPSOIL, A �- ( TOP OF GRATE 25% LEAF COMPOST, < 5% CLAY). (RIM) ELEVATION CATCH BASIN SIZING CRITERIA MIN. IN-PLACE PERC. RATE = Y ` INCH PER HOUR. WETLAND PLANTINGS (SEE PAVEMENT SURFACE TO BE FLUSH STORM SEWER DIA. CATCH BASIN INSIDE SIZE r- ` LANDSCAPE PLAN & DETAILS) 1 6 PERF. PVC © 0.00% SLOPE. H RIM OF GRATE. TREAT INTERFACE MIN. 16 PERF. PER L.F. 1 4" DIA. WIT THE JOINT BETWEEN THE MANHOLE FRAME » I / OF RIM AND PAVEMENT WITH 12 MIN. WIDE BY 18 DEEP �� �:� � � vv�i COAL-TAR EMULSION AND THE CATCH BASIN STRUCTURE TO BE UP TO 12" DIA. 2'-0" SQ. MADE WITH AN APPROVED COMPOUND PEA GRAVEL FILTER DROP ���// "'"� /V//; � �� WHERE SHOWN ON DRAWINGS V/V////�� jV�//� SUCH AS DEWITT #10 DURASEAL 3101, 15�� TO 18�� DIA. 2 -6 SQ. PIONEER 301 OR APP. EQUAL. FINISHED GRADE 24,> DIA. 3 -0>> SQ. 4 DIA. KNOCK-OUT FOR SUBBASE X DRAINAGE NAG E TYP. 0 N ALL SIDES OF C.B >> ( 30 TO 36 DIA. 4 -0 SQ. EXCEPT WHERE ADJ. TO CURBS, LAWN AREAS OR ROOF DRAIN INLETS) 12" x 12" WASHED SCREENED TYPE II 4" ABOVE PIPE \\i\\i' FACILITY A B \!r /, - UNDERDRAIN FILTER (N.Y.S.D.O.T. , / \\�� WATER-TIGHT SEAL AROUND PIPE WITH 3'-0" o BIO#1 490.50 490.00 ITEM 605.1001 OR APPROVED EQUAL //� BIO 2 492J5 492.25 // BUTYL RUBBER 0-RING STRIP ) // \\ FOR PAVEMENT SUBBASE DRAINAGE 4" BELOW PIPE /\/� /� \\\\\\\ \\/\�"' (WATERSTOP) SEALED WITH NON-METALLIC BIO#3 491.63 492.13 NON-SHRINK GROUT (EUCLID "NS GROUT" I BIO#4 491.63 08850 OR APPROVED EQUAL 492.13 _ . DO NOT 4 MIN. TOPSOIL AND SEED (TYP. 4 DIA. PERFORATED I ( ) �- PVC PIPE BRICK OR MORTAR. EXIST. SUBGRADE ,N (OUTLET) (INLET) „ 10 -0 TYP. " WRAP UNDERDRAIN I l __ J o fo 0 0 0-1 2 MULCH LAYER =0-- - _ -_ --_--4= __ _ 4 =_ _ _-t�= -___ _ _ _f? - �- TO OUTLET STRUCT. - WITH FILTER FABRIC BOTTOM OF BIORETENTION AREA. (MIRAFI 140N OR o 0 0 0 B APPROVED EQUAL cD - NEENAH R-4832-B FRAME & GRATE CD - - - - o 0 0 0 - - o o 0 0 o CAP UPPER END OF PERF. PIPE - MIRAFI 140N FILTER FABRIC a-;,� (OR APPROVED EQUAL) CONFORMING � - o 0 0 0 - - N 0 0 0 0 TO ASTM A 536 - GRADE 60-40-18 I to 0 0 0l I WRAP AROUND TRENCH WATER-TIGHT SEAL AROUND PIPE WITH BUTYL RUBBER 0-RING 6" VARIES 6 o of SECTION TYPE I UNDERDRAIN FILTER PEA STRIP (WATERSTOP) SEALED WITH NON-METALLIC NON-SHRINK TYPE 2 SUBBASE COURSE (N.Y.S.D.O.T. IL GRAVEL (N.Y.S.D.O.T. ITEM 605.0901 GROUT (EUCLID NS GROUT 088_50 OR APPROVED EQUAL). DO VARIES ITEM 304.12) COMPACTED TO 95% DENSITY OR APPROVED EQUAL) NOT BRICK OR MORTAR. FOR LEVELING SECTION B.T.I. MOSQUITO LARVACIDE IN CATCH BASIN ASPHALT PVMNT. TO BE FLUSH ® B I 0 R ETENTI O N DETAIL A NOTES: SUMP (IF REQ'D) PROVIDED FREE OF WITH RIM OF GRATE. SCALE 1/2" = 1 '-0" CHARGE BY ERIE COUNTY HEALTH 1. USE KISTNER MODEL CB-2454 (OR APPROVED DEPARTMENT 2'-2" BIORETENTION FILTER BED EQUAL) CONFORMING TO ASTM C 478 FOR CATCH BASIN DETAIL INSTALLATION INSTRUCTIONS: MAINTENANCE DURING CONSTRUCTION: NEW CATCH BASINS. 1. THE UPSTREAM SIDE SLOPES OF THE BIORETENTION AREA SHALL BE STABILIZED AND 2. TYPE II UNDERDRAIN FILTER SHALL CONFORM SCALE 1/2" = 1 '-0" F PLAN VIEW SEEDED, WITH EROSION CONTROL BLANKET AS NECESSARY BEFORE THE EXCAVATION 1. SIDE SLOPES SHALL BE INSPECTED WEEKLY AND AFTER TO N.Y.S.D.O.T. TABLE 703-4, SIZE AND CONSTRUCTION OF THE BIORETENTION AREA. EVERY RAINFALL EVENT FOR EROSION AND FORMATION OF DESIGNATION 1A. (OPTIONAL: USE WASHED MH-RRIF NECESSARY, ADJUST GRATES TO FIN. GRADE WITH ) THE RILLS OR GULLIES. ANY SHOULD BE REMOVED, AND THE SCREENED PEA GRAVEL (N.Y.S.D.O.T. ITEM JOINTS (OR APPROVED EQUAL) EXTENSION RINGS. EN THE ALL WORK SHALL BE CARRIED OUT IN AREAS FROM RUNOFF OR GROUNDWATER. SIDE SLOPES RE-GRADED AND RE-SEEDED AS NECESSARY. 623.01 OR 623.10) CONFORMING TO JOINTS BETWEEN THE C.B. STRUCTURE AND THE EXTENSION 2. PUMPING SHALL BE USED IF NECESSARY TO MAINTAIN EXCAVATIONS FREE FROM WATER N.Y.S.D.O.T. TABLE 703-4, SIZE DESIGNATION. RINGS SHALL BE MORTARED IN PLACE, (B) THE INDIVIDUAL DURING THE DURATION OF THE CONSTRUCTION. 2. IF EROSION CONTROL BLANKET IS USED ON SIDE SLOPES RINGS SHALL NOT EXCEED 6" IN THICKNESS. THE TOTAL REPAIR IT IF IT BECOMES DETACHED OR UNDERMINES 3. FOR HANDICAP ACCESSIBLE PATHS GRATING NUMBER PLACED SHALL BE LIMITED TO 2 OR A MAXIMUM OF EXCAVATE THE BIORETENTION AREA TO DESIGN DIMENSIONS SHOWN IN THE SITE ANYWHERE ALONG THE SIDE SLOPES. REPLANT AND RE-SEED OPENINGS SHALL NOT EXCEED Y" IN ONE 12" IN HEIGHT. DRAINAGE PLAN. EXCAVATED SOIL SHALL BE REMOVED FROM THE TRENCH AREA AND ANY GRASS AS NECESSARY BENEATH THE EROSION CONTROL DIRECTION. GRATING OPENINGS SHALL BE 3. DISPOSED OF AT AN APPROPRIATE OFFSITE LOCATION, OR ELSE PLACED AS FILL BLANKET BEFORE REPAIRING OR RE-INSTALLING. PLACED SO THAT THE LONG DIMENSION IS ELSEWHERE ON THE SITE IF IT DOES NOT CONFORM WITH FILTER SOIL MIXTURE PERPENDICULAR TO THE PROMINENT DIRECTION REQUIREMENTS. 3, THE ABOVE SHALL BE THE RESPONSIBILITY OF THE OF TRAVEL. CONTRACTOR. 4, BURIED DEBRIS, VEGETATION, AND BOULDERS SHALL BE COMPLETELY REMOVED FROM THE TRENCH AREA. LARGE TREE ROOTS IN THE TRENCH AREA SHALL BE TRIMMED FLUSH WITH TRENCH SIDES IN ORDER TO PREVENT FILTER FABRIC PUNCTURE OR MAINTENANCE AFTER CONSTRUCTION: TEARING DURING INSTALLATION. A CERTIFIED TREE SURGEON SHALL TRIM EXISTING TREE CANOPIES TO BALANCE THE AMOUNT OF TREE ROOTS REMOVED. 1. THE BIORETENTION AREA SHALL BE INSPECTED AFTER EACH 5. FOLLOWING THE EXCAVATION THE FILTER FABRIC SHALL BE PLACED IN THE BOTTOM OF SPRING THAW AND AT REGULARLY SCHEDULED MAINTENANCE THE TRENCH. FILTER FABRIC SHALL CONFORM TO THE FOLLOWING MINIMUM CRITERIA: INTERVALS. DEBRIS SHOULD BE CLEANED OUT AND DISPOSED > A.S.T.M. D-571 PUNCTURE STRENGTH: 125 Ibs OF. > A.S.T.M. D-1117 MULLEN BURST STRENGTH: 400 PSI > A.S.T.M. D-1682 TENSILE STRENGTH: 300 Ibs 2. THE OVERFLOW STRUCTURES SHALL BE INSPECTED > E.O.S.: 0.08" (OF #80 SIEVE) REGULARLY TO INSURE THAT GRASS, MULCH, OR DEBRIS IS > FLOW RATE: 125 GPM PER SQUARE FOOT NOT BLOCKING THE GRATE OR OUTLET PIPE INSIDE THE OUTLET STRUCTURE. 6. THE WIDTH OF THE FILTER FABRIC MUST INCLUDE SUFFICIENT MATERIAL TO ENSURE 12-INCH MINIMUM TOP OVERLAP. WHEN OVERLAPS ARE REQUIRED BETWEEN ROLLS, THE 3. WEED AND WATER THE PLANTINGS AS REQUIRED BY THE UPHILL ROLL SHALL LAP A MINIMUM OF 2 FEET OVER THE DOWNHILL ROLL IN ORDER PLANTING VENDOR'S INSTRUCTIONS. TO PROVIDE A SHINGLED EFFECT. 4. IF NECESSARY OCCASIONAL REPLACEMENT OF PLANTS, 7. THE PERFORATED UNDERDRAIN SHALL BE PLACED AT THE CORRECT ELEVATIONS SHOWN MULCHING, AND THINNING CAN BE DONE TO MAINTAIN ON THE SITE DRAINAGE PLAN AND LEVELED TO THE PROPER SLOPES USING A LASER. DESIRED APPEARANCE. 8. PEA GRAVEL SHALL BE DOUBLE-WASHED. CARE SHALL BE EXERCISED TO PREVENT 5. THE FOLLOWING REGULAR MAINTENANCE OF THE RAIN NATURAL FILL OR SOIL FROM INTERMIXING WITH PEA GRAVEL. ALL CONTAMINATED OR GARDEN SHALL BE THE RESPONSIBILITY OF THE PROPERTY CLOGGED PEA GRAVEL SHALL BE REMOVED AND REPLACED WITH DOUBLE-WASHED OWNER: UNCONTAMINATED PEA GRAVEL. Sediment shall be cleaned out of the upstream detention basin 9. FOLLOWING THE PEA GRAVEL PLACEMENT AND LEVELING AROUND AND ABOVE THE when it accumulates to a depth of six (6) inches. PERFORATED PIPE, THE FILTER FABRIC SHALL BE FOLDED OVER THE PEA GRAVEL TO Vegetation within the upstream detention basin shall be limited FORM A 12-INCH LONGITUDINAL OVERLAP. to a height of no more than 18 inches. 10. THE FILTER SOIL MEDIA SHALL BE A UNIFORM MIX, FREE OF STONES, WEEDS, STUMPS, The upstream detention basin outlet devices shall be cleaned ROOTS, FROZEN MATERIAL, OR DEBRIS. regularly to prevent trash and debris from clogging the outlets. 11. THE OWNER'S ON-SITE GEOTECHNICAL ENGINEER AND THE EROSION CONTROL INSPECTOR Sediment and silt shall be removed from the top layer of the SHALL INSPECT FILTER SOIL MIXTURE AFTER PLACEMENT IN THE TRENCH TO VERIFY IT IS bioretention area when it accumulates to a depth of one (1) NOT COMPACTED SUCH THAT ITS INFILTRATION RATE IS NOT LESS THAN Y AN INCH PER inch. HOUR. If stormwater does not discharge from the bioretention area in less than 48 hours the top layer of mulch shall be replaced 12. PLACE SOIL MEDIA IN TRENCH AND SMOOTH IN PLACE TO FINISHED GRADE USING with a new layer. The clogged layer of mulch shall be disposed BACKHOE BUCKET WITHOUT TAMPING OR COMPACTING. HEAVY EQUIPMENT AND TRAFFIC of offsite as per local regulations. SHALL BE RESTRICTED FROM TRAVELING OVER THE RAIN GARDEN TO MINIMIZE COMPACTION OF THE FILTER SOIL MIXTURE. Areas devoid of mulch shall be re-mulched on an annual basis. 13. COMPACTION AT THE SURFACE OF THE FILTER SOIL TRENCH CAN BE ALLEVIATED BY Dead or diseased plants, shrubs, or trees shall be removed and TILLING WITH A CHISEL PLOW, RIPPER, OR SUBSOILER TO RE-FRACTURE THE TOP 12 replaced in kind. INCHES OF SOIL BEFORE PLANTING. Clogged underdrains beneath the bioretention area shall be jetted and cleaned as necessary. Cleanouts shall function as inspection ports and should be checked annually. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E tV PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v . T Eq �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN 'D R A A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS I DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r - },, 4A REV. PER ONWER/ARCHITECT 9/1/15 DRAINAGE I A I ^n C D C��I I C 371 ELVI � RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY - Ya „ , w A ' AG C DETAILS 7;lIll Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 -.exce�sk/ UPDATES, BUT PLACES THE RESPONSIBILITY TO THE 6P Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063Q �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT RQFESSIONP A REV. PER CITY COMMENTS 1/24/14 CHECKED BY:: OST /� OR BID. C-�.T STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. N OTES o � 1 m II 1. FOR REFERENCE INFORMATION SEE TOPOGRAPHIC 23. A CERTIFIED BACKFLOW PREVENTION DEVICE TESTERNo, Z ' BOUNDARY SURVEY PREPARED BY T.G. MILLER DATED RETAINED BY THE OWNER SHALL APPROVE AND W m AUGUST 21, 2013, AND IDENTIFIED AS JOB NO. S13-606 CERTIFY SATISFACTORY INSTALLATION OF THE DEVICE 1 WT INCLUDED WITH THIS SET OF SITE PLANS. WITHIN 45 DAYS OF THE INSTALLATION. THE D I COMPLETED DOH-1013 FORM SHALL BE SUBMITTED WATERLINE - W o 2. FOR REFERENCE ALSO SEE EXACT UTILITY CONNECTION TO THE NEW YORK STATE HEALTH DEPARTMENT AND I�>.' W ASPHALTEXISTINGPARKING-I m I = �' I � I 1 LOCATIONS AND DEPTHS ON ARCHITECTURAL, MECHANICAL, CITY OF ITHACA WATER DEPARTMENT WITHIN 30 DAYS ELECTRICAL, H.V.A.C., AND PLUMBING PLANS. OF TESTING THE DEVICE. W - LOYAL ORDER OF THE MOOSE 11666 (R.O.) W 8401347 3. EXISTING SERVICE U11UTY CONNECTIONS TO BE ABANDONED 24. AN ANNUAL TEST TO CERTIFY THE DEVICE MEETS THE BENCHMARK: -__-- OR DISCONTINUED SHALL BE SHUT OFF BY THE REQUIREMENTS OF AN ACCEPTABLE CONTAINMENT 1 TOP OF NAIL HEAD RESPECTIVE UTILITY AGENCY PRIOR TO THE START OF DEVICE SHALL BE COMPLETED BY A N.Y.S. CERTIFIED = 11 1 NEW C.B. #2'6.2' WORK. TESTER ON A YEARLY BASIS AND SUBMITTED TO THE 1 1 0 ___ ' I NEW YORK STATE HEALTH DEPARTMENT AND CITY OF 1 1 1 Z A I ° 88° 6 18 EX. EDGE OF PAVEMENT __ ---_ !EX. U.P. 4. EXISTING UNDERGROUND UTILITY LINES TO REMAIN WHICH ITHACA WATER DEPARTMENT WITHIN 30 DAYS OF " 1 1 W W INV° 391°20 6 _ --_ I ' PRESENTICENTERLIN ARE UNCOVERED BY EXCAVATION SHALL BE ADEQUATELY TESTING THE DEVICE. 1� -____________ S INV_° 388°66 (1 INV° 39�12� = 1 SUPPORTED AND PROTECTED DURING EARTHWORK o A 11 1 ___ -_ _ EXIST. EL . .M., __ .............. �� ° o ACTIVITIES. 25. THE GAS SERVICE PROVIDER SHALL SUPPLY, INSTALL, CORE EXIST. C.B. TO - _ c� RIM-392.5 .. N� " S1CPP OWN, AND MAINTAIN THE NEW GAS METER. THE SEWER. ADD WATER-TIGHT SEAL O - a• 5. THE CONTRACTOR SHALL PROVIDE SLEEVES THROUGH NEW SERVICE PROVIDER SHALL ALSO TAP, INSTALL, AND AROUND PIPE WITH BUTYL RUBBER 0-RINGST- 114' ® 0°25X TYPE "A" LIGHT 1 �, W W I FOUNDATION WALLS AS NECESSARY FOR PROTECTING OWN THE NEW SERVICE LINE FROM MAIN TO NEW STRIP (WATERSTOP) SEALED WITH NON- ^ '' ti' C� M°H° 1 N #4 R� ,. EXISTING AND PROPOSED UTILITY LINES. METER. CONTACT THE SERVICE PROVIDER FOR „ METALLIC NON-SHRINK GROUT (EUCLID NS _ . RIM 392°14 ROOF g6 ++ C Z - � /V , .'c�. � INSTRUCTIONS, INSTALLATION COORDINATION, 391° 6 g ti - _ 19°53' 11 1 Q` CONTECH CDS2025 INV• N GROUT 088_50 OR APPROVED EQUAL). DO r•. 91� � � _ _ 40" 11 c 1 ..�.) I o APPRO . LOCATIO of 6. EXISTING WATERLINES NO LONGER IN SERVICE SHALL BE INSPECTION APPOINTMENTS, PERMIT APPLICATIONS, + ® 0° p W ►► v TYPE B LIGHT EXISTIN 3/4° CO PER NOT BRICK OR MORTAR WATER QUALITY.UIN R 66 - 11 + I WATERLIAfE TO BE FIELD VERIFIED, DISCONNECTED, CAPPED, AND ABANDONED AND FEES. - - 11 1 - I ABANDO ED PER TY 1� INV. 388°38 T LIG _ - 11 i I °'. OF ITHA A MAPPIN IN PLACE AS DIRECTED BY THE CITY OF ITHACA WATER 1 11 ii 1 1/ DEPARTMENT. CALL 274-6596 FOR INSTRUCTIONS AND 26. THE ELECTRIC SERVICE PROVIDER SHALL SUPPLY 1 _, '• • d �Nfl _ - • °.''� W PROCEDURES. THE NEW ELECTRIC METER. THE ELECTRIC 1 1 Isr. c.e. " G d _ _ 11 1 _ � I I M=392.90 li 6 O 11 " 0 1 SIN. IM 388.30 N 11 1 PERFORATED , CONTRACTOR SHALL INSTALL THE NEW ELECTRIC = 1 NE. IW . 388.50 $T � 0°00 �" - 11 1 7. MAINTAIN A MINIMUM 18 INCHES OF VERTICAL SEPARATION METER AND ELECTRIC CONDUITS IN COORDINATION 1 6 8 B. #3 D v NEW BETWEEN THE OUTSIDE DIAMETER OF NEW WATERLINES WITH THE SERVICE PROVIDER. THE SERVICE PROVIDER UNDER ? , 1 NV° 388°30 NEW 10 E TOTAL �I AND THE OUTSIDE DIAMETER OF SANITARY SEWER PIPING. SHALL ALSO TAP THE NEW SERVICE TO THE EXISTING = ,,C�� IGH 1YP� °9 ( 5") i� 1 101 ® 0e00 T P - , INV. 3 0°67 I UTILITY POLE. THE ELECTRIC CONTRACTOR SHALL NEW 1 " ❑ C INV° 389°81 8" ii it - 7 8. MAINTAIN A MINIMUM 10 FOOT OF HORIZONTAL SEPARATION LEAVE ENOUGH WIRE TO REACH THE SECONDARY 1 ' » 12' O 0° ROOF DRAIN #3 a�,� _ 6 ) Iri 1 o EW ASIVCE. MIN. NEW 4-STORY HOTEL INV. 391°60 0 ( ") n _ BETWEEN THE OUTSIDE DIAMETER OF NEW WATERLINES BUSHING OF THE NEW POLE-MOUNTED ° " " C - AND THE OUTSIDE DIAMETER OF SANITARY OR STORM TRANSFORMER. CONTACT THE SERVICE PROVIDER FOR q OV EXAC S �N1/.�88. 0 ��GH S INV° 388°92 6 1 1 I _ u „ „-- F.F. = 393.85 0 1 MAT IA & LO AT N 1 `(pE C• S Cf at S�. 86' 0°00 „ 1 _ SEWER PIPING. INSTRUCTIONS, INSTALLATION COORDINATION, 3. �, NEW KNOX KEY BOX S 0 /� - 1► 1 G INSPECTION APPOINTMENTS, PERMIT APPLICATIONS, B V ,PRO 1 T 0 NIIN9U R � EXCAV TION. AS REQ D BY SECT. CO ® 0°35 it cv I 9. THE CITY OF ITHACA WATER DEPARTMENT SHALL PERFORM AND FEES. Icn ► " PVC ROOF t7 L.F. 506.1 OF NYS FIRE CODE 6 N OF ROOF _ 11 I APPROX. LOCATION OF I s ALL WATER LINE WORK FROM TAP IN POINT ON THE o 1 TIE NE SAN. Li4TERA pORT10 DRAIN #3 nON OF C �i 1 EXISTING i" COPPER ' q WATERMAIN TO THE VALVES ON THE RIGHT-OF-WAY LINE. 27. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 12" = 1 NEW GAS METER ROOF POR DRp,IN # ��18 0.00 11 1 TO BE ABANDONED IN EXIST.I SAN. LA TERA BY SVCE. PROV. TO j0 ROOF 0 W 11 i PER CITY OF ITHACA MAPPING VERTICAL SEPARATION DISTANCE BETWEEN EXISTING 1 WNSP 11 1 O 10. AS PER SECTION 111.1 OF THE NEW YORK STATE 1�- ECT DO °� MAN° 11 1 3 1 GAS AND ELECTRIC LINES AND NEW WATERLINES, VID O XIST. L ,TERAL �,O 1 ROOF -+ -v o OLL C ® p°15 ® BUILDING CODE, ALL NEW GAS, TELEPHONE, CABLE TV, STORM, OR SANITARY SEWERS. ALL NEW S ON OF o 0 o Z " pV �, _ „ E IFY AQ� DEPT' SIZE & E � pOR� N #2 0� 6 4 O 1 I AND ELECTRICAL UTILITIES SHALL BE DESIGNED, SIZED, - S D 6 C UNDERGROUND UTILITIES SHALL PASS BENEATH ONDI OM RIOR 0 TIE-IN 1 _ ROOF WITH p AND INSTALLED BY THE RESPECTIVE UTILITY AGENCIES. EXISTING ELECTRIC AND GAS LINES UNLESS CONSENT o TO OUTS o p UD-- - » „ W Z = I EXIST. WATERLINE REM DOWNSP MIN° D Z o 00 42 ® 4°5 !� ® TYPE A LIGHT IS OTHERWISE GIVEN BY THE SERVICE PROVIDER OR COLLECT 0°30� o Z o HT o o 1 �� 1 " pVC ® C-3° o -n o o RAIN #1 N C ti a 3 11. ALL NEW WATER LINE PIPING SHALL BE INSTALLED WITH EASEMENT OWNER. W 1 a ° 390°2 " ° 1 1 WATTS 709-DCDA ON IW° 10' ® 2-73 NEW 6 PVC w z o A MIN. 4'-6" (54 INCH) DEPTH OF COVER. ANY Z o 0 0 391°90 P B LIGHT PERFORATED d� SPRINKLER RISER & NEW 20 ST 1 W MECHANICAL JOINTS ON WATERLINES (IF USED) SHALL BE 28. THE GENERAL CONTRACTOR SHALL PERFORM ALL NE 2 TYPE COPPER c� ., - MADE IN CONFORMANCE TO ASTM D 3139 OR AWWA APPLICABLE TESTS AS REQUIRED IN THE N.Y.S. 1 OMEST WATER �' h U WATER METER (BY CITY OF UNDERDRAIN W W I 0 1 1 ITHACA WATER DEPT. & 2 T PE C LIGHT " NEW 6 PVC a r1 m �� � ,NEW W. WATTS 009M2QT RPZ C-3° '- UD--� 11D' NV° 388°92 SHALL COINFORM TONTS ASTM D DIFFERENTEN 18 9 OR I ASTM FNG E4I77. AWWAALS PLUMBING C600.ODE SECTIONS 312.2 THRU 312.9 AND NE 6� R 8" T PBBY CITY X PERFORATED ' = x - BACKFLOW PREV. DEVICE IN OF BHA A WA R DEPT � 11 D - TYPE � � � � � UNDERDRNN � I 12. THE NEW COMBINED WATER SERVICE LINE SHALL BE 29. ANY PLAIN END DUCTILE IRON WATERLINE PIPE SHALL o 1 1 D 1 MECH. RQOM „ 0 `�' G NEW 5' STORZ FIRE DEPT. C ���- 33 ® 0°00% INSTALLED AND OWNED BY THE CITY OF ITHACA WATER BE JOINED TO FLANGED FITTINGS USING UNI-FLANGE 1 LIGHT - INV. 390°67 DEPARTMENT UP TO THE RIGHT-OF-WAY LINE. THE UFA400 ADAPTER FLANGES OR APPROVED EQUAL 11�o ONNECTION N TRAN FO M D. - REMAINING WATERLINE AND FIRE PROTECTION SERVICE = 1 W v 1 XNE VTYP 1'1. = 1 6' VE FIN. GRADE ON SI & TRANSFORMER BY LINE (INCLUDING THE NEW VALVES AND VALVE BOXES) 30. DUCTILE IRON WATERLINES WITH MECHANICAL JOINTS 1 1 11 C- »C, C OID° G. FACING STREET » SV E. R SHALL BE RESTRAINED USING UNI-FLANGE SERIES WITH APPROVED SIGNAGE, FIRE i I SHALL BE INSTALLED BY THE CONTRACTOR AND 1 1 LIGHT IG NEW CATCH BASIN #4 NEW T.U. #1 F R 1400 OR SERIES 1450 RESTRAINERS OR APPROVED U, ALARM STROBE, & SPRINKLER X. CHAIN LINK FENCE BOWS TYPE "B" LIGHT I PRIVATELY OWNED AND MAINTAINED. 1 I C FOR BIORETENTION #3 BIORETENTION # 6't OVER PROP. LINE I EQUAL. 0 CU OR BORE BENEATH �> BELL. PER CITY FIRE MARSHALL BYPASS OVERFLOW 1 13. THE FIRE PROTECTION LINE SHALL BE INSPECTED, o LMIR 0 D BY CITY OF 1 � C-3° N AT H N n RIM 393°75 RIM 392°13 i 1 TESTED, 31. ALL JOINTS OR JOINT SYSTEMS FOR NEW STORM = 1 W 6 D.I.P. BVNE FOR BIORETENTION 4 0(` •P• AND MAINTAINED IN CONFORMANCE WITH NFPA I A WAT DEPT. 1 W # E INV° 392°13 INV° 3 SEWERS SHALL BE SILT TIGHT AND SHALL RESIST � 1 WATER ERVICE 1 L. 25, AS PER SECTION 508.5.3 OF THE NEW YORK STATE � � 1 m BYPAS N & S INV° 391.63 FIRE CODE. INFILTRATION OF SOIL PARTICLES THAT PASS THE NO. 1 1 1 ® RIM 393°7 TYPE "C" LIGHT SUMP 387°75 200 SIEVE. IF GEOTEXTILE WRAP IS SPECIFIED FOR 1 1 W INV. 392°13 PERFORATED , 14. THE NEW RPZ BACKFLOW PREVENTION DEVICE SHALL BE USE IN JOINTS, IT SHALL MEET AASHTO M288, WITH 1 1 IST. C.B. 1, ,� N & S INV° 391.E UNDERDRAIN I I I R -394.60 TYPE IG ' o PRIVATELY OWNED AND MAINTAINED. AN APPARENT OPENING SIZE (AOS) GREATER THAN = 1 1 S. IN� 390.30 • SUMP 387°7 EXIST. CHAIN LINK FENCE 38 ® 0°009'' = 70. ALL JOINTS OR 1 SW. IN W. 389.80 INV 3 8° 0 W b 15. THE NEW WATER METER SHALL BE SUPPLIED, INSTALLED, SEWERS OR LATERALS OSHALL SBE WATEOR TIGHT TO 1 1 NE. IN 3ss.so ROOFN`/DR39 69 n 3 NEW 4" PVC SCH. 80 C EXISTING W W�i�-.�- STI NT w " OWNED, AND MAINTAINED BY THE CITY OF ITHACA WATER LIMIT LEAKAGE TO A MAXIMUM RATE OF 100 GALLONS 11 1 1 NEW 8" PVC FOR ELEC., CATV, & TELE. 36" I EXIST. CHAIN LINK FENCE E E T. B. T RECEIVE NEWS RM MIN. COVER. q EXISTING BV I LEI NT _ DEPARTMENT. PER INCH-DIAMETER PER MILE PER DAY. SIt EA. A WATER-TIGHT AL 6 ® °00 �' � ❑ W 1 " LIGHT _3° GRAVEL PARKING N❑ 6T RE-ROUTE EXIST. WATER \�, W AR0 ND P� E ITT B TYL RUBBER 0- ING 16. ALL NEW WATER SERVICE LINES SHALL BE DISINFECTED 32. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND RIP Al1E SHOP) SEALED WITH N� - YPE C SERVICE BY CITY OF IN CONFORMANCE WITH A.W.W.A. SPECIFICATION C-651 CONDUIT TO PARKING LOT LIGHT POLES, ACCENT INV° 391°63 ITHACA WATER DEPT. PRIOR TO THE BEGINNING OF SERVICE. UP-LIGHTING, MONUMENT SIGN, AND WATER FEATURE MET IC "� INK ROUT (EUCLID 'I S ----UD ------Up „--- ELECTRIC BOX IN COORDINATION WITH THIS PLAN IN GRO 08 56 �� AP ROVED EQUAL). 1 ° '� ' NEW 8 PVC 17. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY THE SHORTEST, MOST CONVENIENT, AND 1 NOT RICK OR MORTA SS ® 5°75� UTILITIES NOT SHOWN ON THIS PLAN OR ANY COST-EFFECTIVE ORIENTATION POSSIBLE NOT z � MONKMAN (R.O.) \ ACCIDENTAL RUPTURES DURING EXCAVATION OR CONFLICTING WITH EXISTING OR PROPOSED = �' x T. C.B. SS � ST I1 M _ _ _ ® 1 _ CONSTRUCTION. UNDERGROUND UTILITIES SHOWN ON THIS SHEET. C 1 ORE DER EX. TREE 1 -3ss.os 2506/7096 S 1 V. 393.00 ��� -INV 12'" CMP=395.6' ffQ PRO CT EX. ROOTS - 1 EX. U.P. -- EW 6 PVC 18. ALL NEW SANITARY SEWERS SHALL BE PVC (SDR-35) 33. ANY FUTURE LANDSCAPE IRRIGATION SYSTEM SHALL BE 1 cn 1 I R NEW Y.D. 2 0 ERFO T _ AND SHALL CONFORM TO ASTM D 3034, ASTM D 2665, DESIGNED BY OTHERS AND INSTALLED DOWNSTREAM 1`" 1 1n BIORETENTION #4 UNDERDRAIN SS _ � I ASTM D 2949, ASTM F 891, CSA 6182.2, OR OF THE NEW WATER METER AND BACKFLOW o 1 1 � OVERFLOW ® O 0.00� SS � � _ CAN/CSA-B182.4 STANDARDS. ALL NEW SANITARY SEWER PREVENTION DEVICE. = 1 1 RIM 392°13 "' FITTINGS SHALL CONFORM TO ASTM D 2661, ASTM D 1 1 11 N INV° 388°30 (8") EX. ASPHALT SS - 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING NE INV° 390°46 8 SS _ 3311, ASTM F 628, OR ASTM D 2665. ALL 1 ( ") COMPRESSION GASKETS FOR HUB AND SPIGOT PIPE AND ALL NECESSARY FEES AND OBTAINING ALL NECESSARY 1 1 1 a; INV. 388°30 (6 SS _ PERMITS PRIOR TO THE START OF CONSTRUCTION. 1 Icn f� APPROX. LOCATION OF - FITTINGS SHALL CONFORM TO ASTM C 564. CONTACT CITY OF ITHACA BUILDING DEPARTMENT 1 1 IU' R&M REALTY 377 L L C (R.0.) EXIST. SEWECA APLINE GPER CITY 19. JOINTS BETWEEN DIFFERENT PIPE MATERIALS SHALL BE (274-6508), ITHACA WATER AND SEWER DEPARTMENT 1 11 1� 500928-007 v) I MADE WITH A CONNECTION CONFORMING TO ASTM C 425, (274-6596) AND THE NEW YORK STATE DEPARTMENT ASTM C 443, ASTM C 564, ASTM C 1173, ASTM D OF TRANSPORTATION (756-7072) FOR INSTRUCTIONS, ` cn ❑ SS - _ 1869, ASTM F 477, CAN/CSA A257.3M, OR CAN/CSA PERMIT APPLICATIONS, AND FEES. LEGEND I � B602M. 1 _ 20. ALL NEW DUCTILE IRON WATERLINES SHALL BE CLASS 51 =EC ECT NEW ELEC., TELE., & CATV CONDUITS ucB EXISTING CATCH BASINI SITE LIGHTING SCHEDULE SS "' EXISTING TELEPHONE LINE ■CB NEW CATCH BASIN MINIMUM, AND SHALL MEET OR EXCEED THE LATEST ANSI -T T- NEW TELEPHONE LINE TYPE SYMBOL QUANTITY DESCRIPTION SS / AWWA C151 / A21.51 OR C115 SPECIFICATIONS, AS Da Wv EXISTING WATER VALVE RAB ALED4T78 x 2 @ 180° LIGHT STANDARD. -G EXISTING GAS LINE n� WELL AS NSF 61. ALL DUCTILE IRON WATERLINES SHALL ow NEW WATER VALVE DUAL-HEAD FIXTURE. MAX. HEIGHT - 25 FEET I V ALSO BE CEMENT-MORTAR LINED IN CONFORMANCE WITH -G G- NEW GAS LINE 01, EXISTING MANHOLE „A„ �"�� 3 ABOVE FINISHED GRADE. BACK-BACK ARR. � AWWA C104. W EXISTING WATER LINE •m NEW YARD DRAIN 5456 LUMENS. 545.4 TOTAL WATTS SITE UTILITY PLAN SS c, -W W- NEW WATER LINE o EXISTING UTILITY POLE SS 21. ALL NEW WATERLINES, VALVES, AND APPURTENANCES E EXISTING ELECTRIC LINE RAB ALED4T78 LIGHT STANDARD. SINGLE-HEAD SCALE : 1 "= 20'-0" ss ❑� THAT ARE IN CONTACT WITH POTABLE WATER SHALL BE 3- EXISTING LIGHT FIXTURE -E E- NEW ELECTRIC LINE FIXTURE. MAX. HEIGHT = 25 FEET ABOVE NSF/ANSI 61 CERTIFIED. ALL DUCTILE IRON PIPE _0, I-' EXISTING OVERHEAD WIRES �e NEW LIGHT FIXTURE "B" 3 FINISHED GRADE. SINGLE ARR. FITTINGS SHALL CONFORM TO AWWA C110 AND C153. H- NEW OVERHEAD WIRES EXISTING CLEAN-OUT 5456 LUMENS. 272.7 TOTAL WATTS 0 20 40 80 ®co NEW CLEAN-OUT 22. ALL NEW ROOF DRAIN LATERALS SHALL BE PVC SS -SS EXISTING SANITARY SEWER RAB FFLEDI8N BUILDING UP-LIGHT. ®m NEW YARD DRAIN S SS- NEW SANITARY SEWER "C', SINGLE-HEAD FIXTURE. MOUNTING HEIGHT = (SDR-35) CONFORMING TO ASTM D 2729, ASTM D EXISTING STORM SEWER • 16 GROUND LEVEL. SINGLE ARR. THE GENERAL AND HEATING PLUMBING CONTRACTOR, ELECTRICAL 3034, ASTM F 891, CSA-B182.2, OR CAN CSA-6182.4. CONTRACTOR, AND HEAl1NG CONTRACTOR SHALL ALL BE REGISTERED AND / -S IT ST- NEW STORM SEWER 1278 LUMENS. 379.1 TOTAL WATTS LICENSED IN THE CITY OF ITHACA ALL NEW HDPE STORM SEWERS SHALL CONFORM TO --ST------------ST-- PERFORATED U N D E R D RAI N ASTM F 405 AND AASHTO M294. NOTES: D- ROOF DRAIN LATERAL ALL LIGHTS TO BE PROVIDED W/ ADJUSTABLE HOODS TO CONTROL LIGHT SPREAD AND DIRECTION SO AS NOT TO CREATE ANY NUISANCE TO ADJACENT PROPERTIES THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTEL ENGINEER BEFORE EXCAVATION A CONSTRUCTION TO �Q❑ v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� R A ti m a DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS c Q N a ENGINEERING,PELC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * •^ o * 2495 Main Street,Suite 301 371 SUBSEQUENT UPDATES OF THIS PLAN BY THE r - ,,, r 4A REV. PER ONWER/ARCHITECT 9/1/15 SITE UTILITY PLAN ELM � RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY - Wai „', _, ', - w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID " _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 Exce sioR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� � Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063Q �� A REV. PER CITY COMMENTS 2/21/14 ITHACA NEW YORK9 14 8 5 0 A ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY:AVT SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. CHECKED BY: OST STAMP SEAL A C-�•0 ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. A < NEW 1-1/2" DIA. TYPE 'K' COPPER PIPE FINAL GRADE VALVE BOX COVER SHALL BE UNDISTURBED TRENCH WALL 'D" (TABLE 2) UNDISTURBED TRENCH WALL / LABELED 'WATER' BEND OR ELBOW FITTING !�/%//%/%!%!% �v �� CURB STOP CONCRETE THRUST BLOCK NEW WATERLINE TEE FITTING FINISHED GRADE y i NEW WATERLINE A \ \ \\\\\\ \\/\�'\� //\ \//\// ✓/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\� w i �\i�\i�\ice\i�\i�\ BUFFALO-STYLE CURB BOX WITHOUT > CONCRETE THRUST \ /�\/�\//\/�\/ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ��/��/��/��/��/��%�% OP. ROD. 0 „ /\\//\\// G UNDISTURBED TRENCH WALL I ����`� �j�/jam/j��j/� o ic) i BENDS TEES NEW 1-1/2" DIA. TYPE 'K' COPPER PIPE MUELLER COMPRESSION 11-1/4' TO 90° CORPORATION STOP TAPPED INTO EX. GRADE WATERMAIN. ADD SERVICE SADDLE WHERE UNDISTURBED TRENCH WALL EX. GRADE NECESSARY. SIZE AS DIRECTED BY CITY IF CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK NEW 6" WATER SERVICE ITHACA WATER DEPARTMENT. NEW WATERLINE WOOD SHEET y/v/v .ice END CAP /i\ ' #4 STEEL REBAR ANCHOR ROD (TYP.). i NEW WATERLINE \ 04 l BEND AS REQ'D. \\/4o /� J — 1 %i 0 CONCRETE ANCHOR BLOCK 24 MIN. \�\\��\\! TEMPORARY BLOW—OFF SAMPLING POINT DETAIL 24" WIDE SCALE 1 " = 1 '-0" B VALVE BOX DETAI END PLUGS SCALE 1 " = 1 '-0" SECTION 'A-A' NOTES : 1. AFTER COMPLETION OF TEST, REPLACE CORPORATION STOP IN SERVICE SADDLE WITH A THREADED BRASS PLUG. TABLE 1 TABLE 2 2. FIRE HYDRANTS ARE NOT ACCEPTABLE NON-PAVED SURFACES PAVED SURFACES SAMPLING POINTS. 4" MIN. TOPSOIL PIPE 11 1/4*-22 1/2° 22 1/2° -45° 45° - 67 1/2° 67 1/2' - 90° PIPE „ » CONCRETE VOLUME CONFORMING TO N.Y.S.D.O.T. CUBIC YARDS SECT. 713-01 SEED OR SOD DIA. "C" CONC. "C" CONC. "C" CONC. "C" CONC. DIA. C ( ) 3. ALL BLOW-OFF VALVES SHALL BE WHERE AS REQUIRED. 3'-0" PLUS PIPE O.D. MAX. (inches) DIM. (CU. YD.) DIM. (CU. YD.) DIM. (CU. YD.) DIM. (CU. YD.) (inches) DIM. TEE & END PLUG BEND DIRECTED BYDESIGNED D THE OCERIEDCOUNTY WATER (TYP. TRENCH If'AYMENT WIDTH) 3/4 — 6 4" 0.03 8" 0.07 12" 0.10 15" 0.14 6 0-9 0.06 0.13 AUTHORITY. EXISTING GRADE PAVEMENT REPLACEMENT IN KIND 8 6" 0.07 11 " 0.14 15" 0.21 22" 0.28 8 1 -2 0.18 0.25 NEW 2" WATER METER BY UNDISTURBED EARTH NEW 2" WATTS 009M2QT CITY OF ITHACA WATER THRUST BLOCK DETAILS BACKFLOW PREY. DEVICE _ DEPT. MECH. ROOM MECHANICALLY-TAMP OR ROLL SCALE 2" = 1 '-0" r- >> w DEVICES WILL BE SUPPORTED 8 MIN. EARTH BACKFI LL (EXCAVATED z NOTE: AS REQUIRED SOIL FREE OF FROZEN \�\ \\/\ \ D BLDG. WALL \ \/\/\/\ �\ \/\ \ z Z MATERIAL OR DEBRIS TO 85% /� /\/\/\/ � ` � EARTH THRUST BLOCK TO BE PLACED SO AS TO ALLOW REMOVAL m o o MINIMUM DENSITY. w 2) OF MECHANICAL JOINT BOLTS OR SLIP-ON PIPE. CLASS "A" E- O O __ CONCRETE 5 DAY CURE BEFORE PRESSURE TEST HIGH ---- o /j\/j\/j\/ \/\ 0 0 o w \j�\j�\j�\/ j\//�\/� DETECTABLE WARNING TAPE, EARLY CLASS "F" 2 DAY CURE BEFORE PRESSURE TEST. STRAINER / / / / / / 0 o m \/\\/\\/\\ �/\\/\\� 18" BELOW GRADE. TIE ° /%/%/% //%/%/� TAPE AT VALVE BOXES 6" FLOOR DRAIN TO SANITARY r- \ /\\\\\/\/\/\ \ /\i (PVC PIPE ONLY) SEWER (WITH TRAP OR CHECK) o o UNDER RPZ DEVICE DRAIN TO y EXISTING 2" WATERLINE z \j/�\j/�\j/�\j j\\j\\jam SELECT FILL N.Y.S.D.O.T. ITEM AS PER SECT. 901.2.1 OF THE N.Y.S. CONFORM WITH ASME Al 12.21.1 z Z FROM MAIN TO NEW BLDG. /\ \ \ \ \/ FIRE CODE: PRIOR TO FINAL APPROVAL & Al 12.3.1 m ' \/� \� //jjam/;. ITEM 304.12) COMPACTED TO OF THE INSTALLATION, THE INSTALLING CONTRACTOR SHALL FURNISH A TO SPRINKLER I \ \ o / //\/ ///�//�j 95% MINIMUM DENSITY IN 6" WRITTEN STATEMENT TO THE CODE SYSTEM _ \ \� MAX. LIFTS) ENFORCEMENT OFFICIAL THAT THE FIRE RPZ �c WATER METER PLAN w N 12 12 //%\/%\ PROTECTION SYSTEM HAS BEEN Z E z MIN. MIN. //%\�/%\ N0. 1 CRUSHED STONE INSTALLED IN CONFORMANCE TO SCALE 3/4" = 1 '-0" oN /jam/jam (N.Y.S.D.O.T. ITEM NO. 623.03 APPROVED PLANS, AND TESTED IN LIGHT WILL BE AVAILABLE \ CONFORMANCE WITH MANUFACTURER'S 3 STRAINER FOR TESTING DEVICES o a- o /�\/\\j DE 623.12) COMPACTED TO 95% SPECIFICATIONS AND THE APPROPRIATE NEW 2" WATTS 009M2QT v /\/\i INSTALLATION STANDARDS. ANY � � o o � �� / DENSITY IN 6" MAXIMUM LIFTS 4 BUILDING WILL BE HEATED DEVIATIONS SHALL BE NOTED. BACKFLOW PREY. DEVICE 5 TO PREVENT FREEZING NEW 2" WATER METER BY - o 0 0 0 /jam �/jai \/ ------'CITY 0 0 �-,�0 0 \\ \\ \\,�\j\\' NEW WATE R LI N E s //// // .i / ) ITEM DESCRIPTION _ Q CD P OF ITHACA WATER l\��\��\����\,��\���< (DIA. VARIES EXTERIOR WALL 30" MIN. Of SCRAPE & TAMP TRENCH TO WALL 1 ELECTRONIC ALARM BELL - Q EXISTING BEDROCK 2 WATER FLOW INDICATOR C14 � BOTTOM FLAT & TO NEW DOUBLE CHECK DETECTOR 3 WATER GAUGE BLDG. WALL REQUIRED GRADE ASSEMBLY 8" WATTS 709-DCDA OR 4 TEE CONNECTION ANY BEDROCK ENCOUNTERED ( 8" MIN. 7 5 MAIN DRAIN VALVE ABOVE THIS LINE SHALL BE UNDISTURBED EARTH APPROVED EQUAL) WITH 5/8" 6 MAIN DRAIN FLOW TEST LINE z X REMOVED TO PROVIDE 6" MIN. METER FOR LEAK DETECTION 7 DOUBLE CHECK DEr. ASSEMBLY FINISHED FLOOR CLEARANCE 8 8 GATE VALVE o WATERLINE DETAIL FINISHED FLOOR 9 8" RISER FROM WATERMAIN M 0 SCALE 3/4" = 1 '-0" 9 A.W.W.A. M-14 CLASS 1 WET PIPE SYSTEM CONNECTED DIRECTLY TO THE PUBLIC WATERMAIN ONLY. NO FIRE 8" FUNNEL WITH 4" AIR i l i i NOTE: o Z PUMPS, TANKS, OR RESERVOIRS; NO GAP TO 4" PVC PIPE TO "' PHYSICAL CONNECTION FROM OTHER l i i i 1 . SHEETING OR SHORING SHALL BE REQUIRED PER O.S.H.A. STANDARDS FOR WORKER SAFETY AND PROTECTION OF WATER SUPPLIES; NO ANTIFREEZE OR FLOOR DRAIN WITH 1 l l l l WORK AREA AS DIRECTED BY OWNER'S ON-SITE GEOTECHNICAL ENGINEER. OTHER ADDITIVES OF ANY KIND; ALL AIR GAP Y------------- EXISTING 2" WATERLINE SPRINKLER DRAINS DISCHARGING TO C- E ---- '-'L------�----- FROM MAIN TO NEW BLDG. 2• SELECT FILL (N.Y.S.D.O.T. ITEM 304.12) IS REQUIRED FOR FULL DEPTH UNDER DRIVEWAYS, ROAD CROSSINGS, ATMOSPHERE, DRY WELLS, OR OTHER 6" FLOOR DRAIN TO SANITARY AND IF THE 45° LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE. 6" FLOOR DRAIN TO SANITARY SAFE OUTLETS. SEWER (WITH TRAP OR CHECK) SEWER (WITH TRAP OR CHECK) UNDER RPZ DEVICE DRAIN TO 3. PIPE BEDDING AND MATERIAL AROUND THE PIPE ("NO. 1 CRUSHED STONE") SHALL CONFORM TO N.Y.S.D.O.T. UNDER DCDA DEVICE. DRAIN SHALL CONFORM WITH ASME Al 12.21.1 TABLE 703-4, SIZE DESIGNATION 1, MATERIAL DESIGNATION 702-0201. OPTIONAL: CLASS I, II, OR III MATERIALS CONFORM WITH ASME Al 12.21.1 & & Al12.3.1. THE FLOOR DRAIN SHALL Al12.3.1 BE KEPT CLEAR AND UNOBSTRUCTED 4. AS PER ASTM D 2321 SPRINKLER RISER DETAIL AT ALL TIMES. RPZ & WATER METER ELEVATION IF SOFT MATERIALS OF POOR LOAD-BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH, STABILIZATION 4" = 1 '-0" SHALL BE ACHIEVING BY EXCAVATING A MINIMUM OF TWO PIPE DIAMETERS AND BACKFILLING TO THE PIPE INVERT SCALE 1/4" = 1 '-0" D SCALE 3/ WITH PIPE BEDDING AND COMPACTING TO 95% DENSITY AS IN NOTE 5 ABOVE. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q� v T Eq �y0 Q ENSURE HE/SHE HAS THE FINAL C L SET OF DESIGN � '� 'A Q optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * -^ - * 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r r_ 371 ELVI RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — Ya ' UTILITY DETAILS Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 Ex ce�SWR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O �8063Q �� © REV. PER CITY COMMENTS 2/21/14 ITHACA , NEW YORK9 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: : SHEET DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. � CHECKED BY: OST STAMP SEAL AL ISSUED FOR SEQR / SITE PLAN REV, 10/15/13 JOB # 13-288 C_3• WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. 4" MIN. TOPSOIL NON-PAVED SURFACES PAVED SURFACES CONFORMING TO N.Y.S.D.O.T. SECT. 713-01 SEED OR SOD AS REQUIRED. COMPACTED SELECT BACKFILL EXISTING GRADE (TYP. TRENCH AYMENT WIDTH) MATERIAL TO THE CENTERLINE PAVEMENT REPLACEMENT OF EXISTING UTILITY PIPE l IN KIND UNDISTURBED EARTH O.D. 12" MIN. I /VA/VA V/VA iVA/VA/VA/VA/VA/VAS _ VA/ /VA� SPACING AS DIRECTED BY UTILITY AGENCY OR SVCE. s EARTH PROVIDERvv w%w vw%wi ., �ivvw vvwivvivvivivivivi NEW WATERLINE / / / //�' EXISTING SEWER OR CONDUIT VAj/AA V A VAj/AAjj l ,�Ai r//\j/AAj/A VAjAA VA/VAjAA VA 00 /VA/ /\ \ V/VAi �X,AA�AA�AA�AAVA \ ^TVA 2) w O — �' DETECTABLE WARNING TAPE, 18" BELOW GRADE. V�%jAAjAAj V/VA/// l PIPE BEDDING MATERIAL TO SELECT FILL (N.Y.S.D.O.T. ITEM MECHANICALLY-TAMP OR ROLL /�///jam/jam/j\\\�j ITEM 304.12) COMPACTED TO UNDISTURBED OR COMPACTED \ /\\/\\ \\ \\/��\ " CENTERLINE OF WATERLINE EARTH BACKFILL (EXCAVATED 95% MINIMUM DENSITY IN 6 EARTH SOIL FREE OF FROZEN MAX. LIFTS) MATERIAL OR DEBRIS) TO 85% _ - /jam//\ MINIMUM DENSITY. w \\//\\//\\ MECHANICALLY-COMPACTED \\/\\/� CONCRETE SAND (ASTM C-33) PIPE CROSSING DETAILS o �\\\\\� CUSHION AROUND CONDUITS / B �- 0 _ � ' A/ /j� PIPES SCALE 3/4" = 1 '-0>' NOTES: NEW ELECTRICAL CONDUITS 1. ALL EXISTING UTILITIES MUST BE SUPPORTED DURING CONSTRUCTION OF GAS LINES. SEE MEP THE NEW FIRE LINE. COST SHALL BE INCLUDED IN PIPE PRICE. EXISTING BEDROCK----- '��%�/�\�� DWGS FOR # AND DIA. SCRAPE & TAMP TRENCH 2. WHEN CROSSING A SEWER LINE WITH A NEW WATERLINE, ONE FULL PIPE ANY BEDROCK ENCOUNTERED l BOTTOM FLAT & TO LENGTH (18 FT. MIN.) SHALL BE USED AT THE POINT OF CROSSING. THE ABOVE THIS LINE SHALL BE REQUIRED GRADE PIPE LINE SHALL BE PLACED SO THAT BOTH JOINTS ENDS ARE AS FAR REMOVED TO PROVIDE 6" MIN. AS POSSIBLE FROM THE EXISTING SEWER. CLEARANCE UTILITY TRENCH DETAIL UNDISTURBED EARTH SCALE 3/4" = 1 '-0" NOTE: 1 . SHEETING OR SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. SELECT FILL (N.Y.S.D.O.T. ITEM 304.12) IS REQUIRED FOR FULL DEPTH UNDER DRIVEWAYS, ROAD CROSSINGS, AND IF THE 45° LINE SHOWN ABOVE INTERCEPTS THE TRENCH ABOVE THE PIPE ZONE. 3. IF SOFT MATERIALS OF POOR LOAD-BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH, STABILIZATION SHALL BE ACHIEVED BY EXCAVATING A MINIMUM DEPTH EQUAL TO TWO PIPE DIAMETERS AND BACKFILLING UP TO THE PIPE INVERT WITH PIPE BEDDING AND COMPACTING TO 95% DENSITY. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E Iry PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � R 'A A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS oEsicN a ENGINEERING,PLLc PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * -^ - * 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r CE 371 ELVI RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — Ya _'I Uj W A UTILITY DETAILS I Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 Exce sioR UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Fax (716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH 08063Q �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. A CHECKED BY:: OST STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 C_3• WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. LANDSCAPE NOTES 1. ON TRANSPLANTED TREES OR SHRUBS THE CONTRACTOR SHALL APPLY A QUALITY ANTI-DESICCANT SUCH AS "WILT-PRUF" OR APPROVED EQUIVALENT TO THE PLANTS TO ENSURE SURVIVAL. ON EVERGREENS APPLY WITHIN TEN DAYS FOLLOWING PLANTING. ON m , DECIDUOUS APPLY WHEN LEAVES HAVE REACHED AT LEAST 75% MATURE SIZE. DURING :m �� PLANT LIST: NEW PLANT MATERIAL AUTUMN ONLY APPLY WHEN TEMPERATURE IS 40' F. OR ABOVE. EXISTI NO �ASPH4C PARKING) m FNo KEY NO. BOTANICAL COMMON SIZE CONDIT. REMARKS 2. THE CONTRACTOR SHALL PROVIDE MAINTENANCE INCLUDING FERTILIZING RE—SEEDING AND I ' ' I LOYAL ORDER OF THE MOOSE 666 R.p RETAINING WALL NAME NAME WATERING AS REQUIRED DURING LANDSCAPE INSTALLATION AND PLANTING FOR A MINIMUM �m START TIERED I PERIOD OF 12 MONTHS FROM PLANTING DATE. �I I �s MH 840/347 # ( ) CD TREES 24 3 Fo�F NEW GUARD RAIL AT o m IMF o JCS PPF PVR TOP OF WALL (TYP.) 3. THE CONTRACTOR SHALL SCARIFY ALL NEW LANDSCAPE AREAS PRIOR TO SEEDING. REMOVE I MAP I 31 IMM e+STeR 4s 16 64 GLEDITSIA TRIACANTHOS SHADEMASTER 2 " TO 3" WB/B.B. SPECIMEN °s VAR. INTERMIS HONEYLOCUST DEBRIS AND ROCKS TO 24" DEPTH PRIOR TO APPLYING TOPSOIL. LIME SOIL AS NECESSARY I I EX. EO OF PgVEMENT 7 NEW MULCH y � _ — GT CAL. SPECIES TO A pH OF 6.5. FERTILIZE WITH 850 Ibs. OF 5-10-10 OR EQUIVALENT PER ACRE (20 I I 8_r EF BED (TYP.) __- _ _ NEW LAWN ®E SHADEMASTER E NEWT LAWN Ex u.P. ExisnNc -�- -�- AREA (TYP.) Ibs. PER EVERY 1000 SQ. FT.). LIME AND FERTILIZE THE TOP 2"-4" OF TOPSOIL. I AREA iTYP.) NEW MULCH WILLGW __ BED (TYP. 3 NEW FLAG POLES I MARILLEE 21" TO 3" WB/B.B. SPECIMEN I NEW MONUMENT ) W/UP-LIGHTS AR NEW DUMPSTER +�' MJP 1O 1^337 JARMIN' PP CRABAPPLE 4. THE CONTRACTOR SHALL FURNISH AND INSTALL A 3 MINIMUM LAYER OF HIGH-QUALITY I SIGN (BY OTHERS) NEW MULCH 1 ENCLOSURE I CAL. SPECIES SHREDDED HARDWOOD BARK OR CEDAR MULCH IN ALL PLANTING BEDS. I �s BED (TYP.) i AR NEW MULCH 1 BED (TYP.) NEW GUARD RAIL AT HARVEST 2 " TO 3" SPECIMEN 5. ALL PROPOSED LANDSCAPE AREAS AND PLANTING BEDS SHALL BE EXCAVATED OF ALL M9P a B i PLB r ; MH 6 MALUS HARGOZAM WB/B•B• BUILDING MATERIALS AND POOR UNSUITABLE SOILS TO A DEPTH OF 24" AND BACKFILLED I �s � � oNlabo�rvn -- NEW TIEREDTOP OF ( ) APPGOLLE CRAB CAL. SPECIES WITH TOPSOIL AND THE PLANTING MIXTURE AS SPECIFIED IN THE DETAILS. I \` s o oNi��ed oN10e0 NEW POLE CAK RETAINING WALL I , . LIGHT I I RR -- • : : 1s „ „ SPECIMEN 6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION FENCING AROUND ALL EXISTING I I I , . \\ -- FEe - 10 : ; ; ' I MR 2� MALUS REJZAM CRABAPPLE CAL. SPECIES 3 WB/B.B. SPECIES TREES TO REMAIN WITHIN THE PROJECT LIMITS TO PROTECT FROM SITE WORK DISTURBANCE. I I 14 14 --------- ; NEW BIORETENTION - I b I� ' NEW BICYCLE , � �• E I YCLE • ; . AREA 28 + ° I I RACK FOR 6 BIKES IMM IMF PLB RACK FOR 6 BIKES ---------- ?sue°' TOT - NEW LAWN E AR 2 ACER RUBRUM RED SUNSET „ „ SPECIMEN 7. BURLAP MESH MAY BE USED TO COVER SEEDING ON ANY SLOPE EMBANKMENTS STEEP I 2 10 -- 69•P , q� , 2 TO 3 WB B.B. I I IMM 'B • • . ', T°P � � AREA (TV.) FRANKSRED MAPLE CAL. / SPECIES ENOUGH TO IMPEDE THE ESTABLISHMENT OF LAWN AREAS. I I I 1 NEw UP-ucHT (TYP.) ---- I COORD. EXACT LOCATION --------- -- - I I + If�F W/ARCH. OF RECORD � NEW BIORETENTION ' 8. UNLESS RECOMMENDED OTHERWISE BY THE SEED VENDOR OR THE LANDSCAPE CONTRACTOR, I E NEW LAM PVR AREA --- --- • ' ' PVR -- USING BLDG. ELEV. & 10 1 NEW MULCH + PPF 16 PICEA PUNGENS FAT ALBERT 6'-0" WB/B B SPECIMEN PERMANENT GRASS SEEDING SHALL CONSIST OF A MIXTURE OF THE FOLLOWING: I PROTOTYPE PLANS -------- AkEA (TYP.) � BEDS (TYP� -- SPECIES - KENTUCKY BLUEGRASS = 25% BY WEIGHT (98% MIN. PURITY: 85% MIN. GERMINATION) I _I _- • ; • FAT ALBERT SPRUCE HT. MIN. CG - PENN LAWN RED FESCUE = 25% ( MIN. PURITY: 80% MIN. GERMINATION) II I 18 MULC - -II ' Cc TRIPLE CROWN PERENNIAL RYE = 50% BY WEIGHT 95% MIN. PURITY: 90% MIN. GERMINATION I cA BY WEIGHT 95% o ° ° NEW 4—STORY HOTEL ( ) - K ED (TYP.) q S/GR S/SE; ; 55 SHRUB ASSE DGES BIORETENTION 12 �o ''i� ---� ; : ---------- NEW SPECIMEN SPECIES. PLANT S-0" I AREA CG '_ ___ W JCS 114 JUNIPERUS CHINENSIS SPARTAN 2 GAL. POTTED 9. HAND-BROADCASTING OR HYDRO-SEEDING AND HYDRO-MULCHING SHALL BE USED TO I II :' 47 '___= , ; ; : CG Q 'SPARTAN' JUNIPER POT MIN. O.C. PLANTS TO FORM HEDGE AS ESTABLISH ALL NEW LAWN AREAS. IF HAND-BROADCASTING, SEW SEED AT A RATE OF 5 Ibs. o I > I + SHOWN '� I -------- 21 ---------- PER o z 1000 SQ. FT. RAKE SEED INTO TOP 1/8" OF TOPSOIL, ROLL, AND WATER WITH FINE a I I I BED (TYP.) W � PVR 2s MIST. WATER SEED AS RECOMMENDED BY SEED VENDOR. UNIFORMLY SPREAD 2 INCHES OF W I g __- w a W 3 I PLANT 3'-0" O.C. PLANT AS I ® : . • • JS JUNIPERUS SABINA BUFFALO JUNIPER 2 GAL. POTTED STRAW MULCH OVER ENTIRE SEEDED AREA, AT THE RATE OF 2 TONS PER ACRE, I I �7 ; : NEW CONCRETE caK 3s ; W 'BUFFALO' POT MIN. INDICATED 37 Q + TRANSFORMER PAD 6 ®• CAK : 1 . IMMEDIATELY AFTER ROLLING AND WATERING SEEDED AREAS. REMOVE ANY WIND-SWEPT I I NEW MULCH MULCH PILES AS NECESSARY TO PREVENT DAMAGE TO GRASS. I I b BED (TYP.) 54 • 16 ' • . NEW MULCH � ' • . , 1 COTONEASTER CORAL BEAUTY 2 GAL. POTTED PLANT 3'-6" O.C. PLANT I BED (TYP.) RR ®-� � CD 27 10. IF REQUIRED, ONLY NEW YORK STATE OR EPA-APPROVED INSECTICIDES SHALL BE APPLIED I I 1s DAMMERI CORAL COTONEASTER POT MIN. AS INDICATED _NEW GUARD RAIL A BEAUTY' (TYP.)+ ' ' NEW 6' HIGH BOARD— � CHAIN uNK FENCE sows ' , TOP OF WALL TYP. PER MANUFACTURER'S INSTRUCTIONS. I 6f OVER PROP. LINE • 'I ON—BOARD PRIVACY FENCE RR I NEW UIR-LIGHT I(TYP.) ► 21 ILEX X MESERVEAE BLUE PRINCE 2 GAL. POTTED PLANT S-0" O.C. PLANTS TO FORM HEDGE 11. IN AREAS WHERE DECORATIVE STONES OR MULCH MAY BE USED, THE CONTRACTOR SHALL 16 TOTAL. SEE �-3.0 � 4 IMM 1 'BLUE PRINCE' HOLLY POT MIN. & OR IN MASSING AS SHOWN. PLANT 1 INSTALL A QUALITY WOVEN LANDSCAPE FABRIC (SUCH AS FABRISCAPE 4.75 OZ. WOVEN I I 54 n MR MALE HOLLY FOR EVERY 6 FEMALE PLANTS WEED RESTRICTOR PLUS OR APPROVED EQUAL) FOR WEED CONTROL BENEATH A 2"-3" I I I + CAK MH EXIST CHAIN LINK FENCE / I 1 -NEW WALL LAYER OF #2 LANDSCAPE STONE OR CEDAR / HARDWOOD BARK MULCH. CALL (800) I I I 48 �' R� I 2 GAL. POTTED PLANT 3'-0" O.C. PLANTS TO FORM I IMF 4 ILEX X MESERVEAE BLUE PRINCES POT MIN. HEDGE & OR IN MASSING AS SHOWN. 992-0550 TO ORDER AND FOR INSTALLATION INSTRUCTIONS. I � �" ' ' ' I &EA EW LAWN 10 EXIST 8 I BLUE PRINCESS' HOLLY (TYF) . . EXISTING + + CG EXISTING J BUILDING ND NEW 12. TOPSOILING AND SEEDING, HYDROSEEDING, OR SODDING SHALL TAKE PLACE WITHIN 24 I I 10 GRAVEL PgRK/NG EXIST CHAIN LINK I,q:r HOURS OF FINAL GRADING. SEED SHALL NOT BE BROADCAST DURING CONDITIONS OF HIGH i N0.654 NEW MULCH PRIVACY FENCE JAPANESE 2 GAL. POTTED PLANT 3-0 O.C. PLANT IN G BORE UNDERI EX. TREE O _NEW MULCH BED (TYP.) CD RR 4 ROSA RUGOSA ROSE POT MIN. WIND OR EXCESSIVE MOISTURE. _ BED (TYP.) 11 MASSING AS SHOWN. TO P OTECT X. ROOTS . I � •�. . CG END NEW I I II E2 CG `CG 10 RETAINING WALL ` 13. FERTILIZERS SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS REQUIRED BY THE MORNING 1 GAL. POTTED PLANT 2'-6" O.C. PLANTS TO BE MANUFACTURER. FERTILIZERS SHALL BE COMPLETELY WORKED INTO THE SOIL IMMEDIATELY I I I 27 10 MONIAIv (R.0.) 2506 7 CG 20 CAREX GRAYI STAR/MACE POT MIN. STAGGER PLANTED AS SHOWN FOLLOWING APPLICATION TO LIMIT EXPOSURE TO STORMWATER RUNOFF. FERTILIZERS SHALL I EXIST. GHT 096 I SEDGE BE STORED IN A COVERED SHED AND PARTIALLY USED BAGS SHALL BE TRANSFERRED TO A II I I NEW BIORETENTION START NEW \ I SECURELY-SEALED BIN TO AVOID SPILLS. I I AREA \ I I I .• EX.ASPHALT PARKINC I CAK 155 CALAMAGROSI1S X FEATHER REED 1 GAL. POTTED PLANT 2'-9" O.C. PLANT PRIVACY FENCE I � ACUTIFOLIA 'KARL GRASS 14. MOW NEWLY SEEDED AREAS FOR THE FIRST THREE 3 TIMES. AT EACH MOWING CUT TO A I POT MIN. AS INDICATED O I I R&M REALTY 377 LLC � FOERSTER' HEIGHT OF 2 INCHES AFTER GROWTH HAS REACHED APPROXIMATELY 3—Y2 INCHES. APPLY 500928_007 (R°.) WEED AND FEED AS DIRECTED ON MANUFACTURER'S APPLICATION INSTRUCTIONS AFTER THE PVR 27 PANICUM VIRGATUM RED SWITCH 1 GAL. POTTED PLANT S-0" O.C. PLANTS SECOND MOWING. I 'REHBRAUN' GRASS POT MIN. TO BE STAGGER PLANTED I AS SHOWN 15. IF ROOTS OF EXISTING TREES TO REMAIN NEED TO BE REMOVED TO ALLOW FOR NEW PENNISETUM LITTLE BUNNY 1 GAL. STRUCTURE, UNDERGROUND UTILITY, OR PAVEMENT INSTALLATION A CERTIFIED TREE SURGEON \ I PLB 3 POTTED PLANT 2'-4" O.C. PLANT ALOPECUROIDES FOUNTAIN POT MIN. SHALL PERFORM ALL SUCH WORK AND SHALL PRUNE THE CANOPY TO AN EQUAL AS INDICATED PROPORTION. \ 'LITTLE BUNNY' GRASS 16. ALL NEW LAWN AREAS SHALL HAVE A 6 INCH MINIMUM LAYER OF TOPSOIL BEFORE SEEDING. LEGEND FEB 6 FESTUCA GLAUCA ELIJAH BLUE 1 GAL. POTTED PLANT 2'-0" O.C. PLANT 'ELIJAH BLUE' FESCUE GRASS POT MIN. AS INDICATED 17. ANY EXISTING TREES TO REMAIN THAT ARE KILLED DUE TO ROOT DISTURBANCE SHALL BE EXISTING TREE OR SHRUB TO REMAIN REPLACED IN KIND BY THE CONTRACTOR. 0 18. ALL NEW LAWN AREAS SHALL BE COMPLETE IN COVERAGE AND VIGOROUS IN GROWTH IN NEW TREE OR SHRUB ORDER TO BE ACCEPTABLE. REPAIR, RE-SEED, AND WATER NEW LAWN AREAS AS 0 NECESSARY UNTIL THEY REACH THE LEVEL OF FINAL ACCEPTANCE. EXISTING BRUSH LINE TO REMAIN 19. PER NYSDEC REQUIREMENTS, PRIOR TO SEEDING OR LANDSCAPING APPLY 6" TOPSOIL n I BEINSTRIPPED BUT THE IN ANY RE IS NOCUT�FILL,PE 0R LAWN 0 CHANG AREAS GRADE.WHERE EXISTING TOPSOIL SHAH L �� NEW BRUSH LINE (EDGE OF CLEARING) N EXISTING LIGHT FIXTURE S ITE LANDSCAPE PLAN 20. PER NYSDEC REQUIREMENTS, PRIOR TO SEEDING OR LANDSCAPING, AERATE AND APPLY 6" NEW LIGHT FIXTURE SCALE : 1 "= 30'-0" TOPSOIL (MINIMUM) IN ANY PROPOSED LANDSCAPE OR LAWN AREAS WHERE THERE IS CUT, �® FILL, OR CHANGE IN GRADE. AERATION SHALL BE ACCOMPLISHED USING COULTERS WITH EXISTING SIGN SOIL SLITTING, SPIKED SOIL AERATOR ROLLER, OR A PRONGED SUB-SOILER. NEW SIGN 0 30 60 120 21. PER NYSDEC REQUIREMENTS, IN EXISTING PAVED OR BUILDING AREAS THAT WILL BE EXISTING UTILITY POLE CONVERTED TO FUTURE LAWN OR LANDSCAPED AREAS FULL SOIL RESTORATION TECHNIQUES EXISTING FENCE SHALL BE APPLIED PRIOR TO SEEDING OR LANDSCAPING. DURING PERIODS OF RELATIVELY NEW FENCE LANDSCAPE REQUIRED PROVIDED LOW SUBSOIL MOISTURE THE DISTURBED SUBGRADE SOIL SHALL BE SCARIFIED AND 3 EXISTING EDGE OF PAVEMENT INCHES MINIMUM TOPSOIL APPLIED OVER THE SURFACE. COMPOST SHALL THEN BE TILLED NEW EDGE OF PAVEMENT GREEN SPACE 12% 30% INTO THE SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A RIPPER, EXISTING CURB TRACTOR-MOUNTED DISC, OR TILLER. UPLIFTED STONE OR ROCK MATERIALS SHALL BE REMOVED FROM THE AREA IF THEY ARE 4 INCHES OR LARGER. A 6 INCH MINIMUM LAYER NEW CURB (6") OF TOPSOIL SHALL THEN BE APPLIED TO BRING SURFACE TO FINISHED GRADE AND -- -- SITE PROPERTY LINE SEEDING OR VEGETATION COMPLETED PER THE SITE LANDSCAPE PLAN AND DETAILS. — — ADJACENT PROPERTY LINE 22. TILLING SHALL NOT BE PERFORMED WITHIN THE DRIP LINE OF EXISTING TREES TO REMAIN CENTERLINE OF ROAD OR OVER EXISTING UNDERGROUND UTILITIES LESS THAN 24 INCHES BELOW GRADE. NEW CONCRETE AREAS 23. TREES SHOULD BE PLANTED BEFORE LEAF OUT (EARLY MAY) OR AFTER LEAF DROP (EARLY NOVEMBER), NOT IN MID SUMMER. EXISTING CONCRETE AREAS a a NEW LAWN AREAS THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO CID Q� v . T E,9 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � Rjy0'A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS � Q DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * <' O * SITE LANDSCAPE 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r— - ,, —, - A REV. PER ONWER/ARCHITECT 371 ELVI RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — It „ , LLJ W 9/1/15 Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID s, _ ® REV. PER ONWER/ARCHITECT 10/27/14 PLAN Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Ex eLs'°" Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063A �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT R�FESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. A CHECKED BY:Y: AVT STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 C_`^t•0 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. SET PLUMB �1 � : 55 TOP OF ROOT BALL 1" e#-� M ABOVE FINISHED GRADE w "PREEN" GRANULAR w 12" DIA. OR LARGER 4 WEED CONTROL PRUNE TREE TO COMPENSATE = 0 O EXISTING TREE MIN. 4" SAUCER 4- �' FOR ROOT LOSS w I z 0° Caf 0 � I � w � D Z TAPER 4" SHREDDED BARK w I EXISTING TREE � Z MULCH LAYER TO 0" AT I vv�i� a I xa � BASE OF ROOT BALL ��/� I N ` J I 2" OR MORE ZONE—TUNNEL REMOVE BURLAP FROM DRIP LINE TOP THIRD OF ROOT BALL � IF REQUIRED, NYLON STRAPS SHALL BE CENTERLINE OF PIPE UNDISTURBED USED FOR GUYING, AND SHALL BE i > SOIL MIX: 3 PARTS TOPSOIL, SUBGRADE REMOVED AFTER ONE (1) YEAR. CENTERLINE OF PIPE OVER 8 8 OR LESS TRENCH LINE 1 PART PEAT MOSS, PART MILORAGANITE Y3 TOP OF ROOT BALL 1 "PREEN" GRANULAR -- ABOVE FINISHED GRADE WEED CONTROL �( / f� � TUNNEL USING STEEL CASING PIPE OR TRENCH LINES �' ( 1 \ �� �� JACK AND BORE WITH STEEL CASING SHRUB PLANTING DETAIL MIN. 4" SAUCER INSTALL 24" DEEP SURROUND— �i�ROiOT SYSTOM). PIPE. STEEL CASING PIPE SHALL BE 1 '-0" A STYLE ROOT BARRIERS CENTURY MAXIMUM LENGTH o�� /� ,J �� �.�� 1�� OF THE SIZE AND THICKNESS AS X�. ( i J 1 J �� � SHOWN ON THE UTILITY DETAILS SCALE 1/4" — ---- :_--� DWP24-2 OR APPROVED EQUAL) TUNNEL OR BORE SHALL NOTES: TAPER 4" SHREDDED BARK \ AROUND NEW TREES LOCATED BE 16' PLUS TREE DIAMETER. + - + °� `% CLOSE ENOUGH TO SIDEWALKS, BUILDINGS 1. AT NO TIME SHOULD THE TOP OF THE ROOT BALL BE MULCH LAYER TO 0 AT NEW PIPELINE OR CONDUIT NEW PIPELINE OR CONDUIT BELOW GROUND LEVEL. BASE OF ROOT BALL OR STREETS TO CAUSE ROOT SPREAD DAMAGE. INSTALL IN CONFORMANCE WITH cli 2. WATERING: WATER THOROUGHLY AT PLANTING TIME, THEN REMOVE BURLAP FROM ------ ---T ---- MANUFACTURER'S INSTRUCTIONS. (CALL TREE BORING DETAIL EVERY DAY FOR 1 WEEK, THEN EVERY 2-3 DAYS FOR 5 TOP THIRD OF ROOT BALL z_ 1-800-480-8084 TO ORDER). C UNDISTURBED WEEKS, THEN, ONCE PER WEEK AFTERWARDS AS SCALE 1/4" = 1 '-0" NECESSARY. SOIL MIX: 3 PARTS TOPSOIL, VARIES cv SUBGRADE NOTE: 3. NEW TOPSOIL SHALL CONFORM TO N.Y.S.D.O.T. SECTION 1 PART PEAT MOSS, 1. LOCATIONS REQUIRING TREE BORES WILL BE AS SHOWN ON SITE LANDSCAPE PLAN. 713-01. Y3 PART MILORAGANITE TREE PLANTING DETAIL B SCALE 1/4" = 1 '-0" NOTES: 1. AT NO TIME SHOULD THE TOP OF THE ROOT BALL BE BELOW GROUND LEVEL. 2. WATERING: WATER THOROUGHLY AT PLANTING TIME, THEN EVERY DAY FOR 1 WEEK, THEN EVERY 2-3 DAYS FOR 5 WEEKS, THEN, ONCE PER WEEK AFTERWARDS AS NECESSARY. 3. NEW TOPSOIL SHALL CONFORM TO N.Y.S.D.O.T. SECTION 713-01. 4. WIRE BASKETS SHALL BE COMPLETELY REMOVED FROM B&B TREES AT THE TIME OF PLANTING. HDYRO—SEED & HYDRO—MULCH HDYRO—SEED & HYDRO—MULCH 1" MECHANICALLY—CUT 3" LAYER OF BARK INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: EDGE EXPOSED MULCH (TAPER TO *** AREAS TO BE HYDRO—SEEDED AND HYDRO—MULCHED WITH HYDROSTRAW 1. THE SLOPE SHALL BE MONITORED DAILY FOR EROSION STEM) ARE SHOWN ON THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL ESPECIALLY AFTER RAIN STORMS. RE—APPLICATION GROUNDCOVER CONTACT HYDROSTRAW (800) 545-1755 TO ORDER, AND FOR A LIST OF SHALL BE REQUIRED WHEREVER ACCEPTABLE OR LAWN CERTIFIED HYDROMULCH APPLICATOR CONTRACTORS. GERMINATION IS NOT OBTAINED. SPACE AS DIRECTED BY 1. TILL AREAS OF INSTALLATION TO A 4 INCH MINIMUM DEPTH, THEN TOPSOIL 2. KEEP HYDRO—SEEDED AND HYDRO—MULCHES AREAS PLANT VENDOR AREAS OF INSTALLATION TO STABILIZED FINISHED GRADE. ADD LIME AND MOIST BY DAILY APPLICATION OF WATER FOR A FERTILIZER TO SOIL (IF REQUIRED) AT 400 Ibs PER ACRE 24 HOURS MINIMUM OF TEN DAYS UNTIL THE SEEDS HAVE BEFORE TILLING. REMOVE ALL ROCKS, CLODS, VEGETATION, OR OTHER GERMINATED, OR AS RECOMMENDED BY THE SEED 12" MIN. OF AMENDED OBSTRUCTIONS SO THAT THE SEED WILL HAVE DIRECT CONTACT WITH THE VENDOR. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SOIL SOIL SURFACE. 3• THE ABOVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2 HYDRO—SEED GRASS AS PER SEED VENDOR'S INSTRUCTIONS. X��j�����j�����/ �/� BREAK & LOOSEN 3• APPLY HYDRO—MULCH TO COVER THE GRASS SEED PER HYDROMULCH 4. THE GRASS SHOULD NOT BE MOWED UNTIL IT REACHES EXIST. SUBSOIL SPECIFICATIONS IMMEDIATELY FOLLOWING SEEDING. APPLY AT 2,000 Ibs PER AT LEAST EAA INCHES IN HEIGHT. MOW ONLY THE TOP ACRE MINIMUM FOR SLOPES 3:1 AND FLATTER. APPLY HYDROSTRAW GUAR THIRD OF EA GRASS BLADE TO ENSURE SURVIVAL. \j�Aj�Aj�A/AAA A A/�A/xx/�A/A/A Aj A/Aj Aj A/�Aj�Aj�Aj�Aj�A/�A/�Aj�A/�A`/� PLUS AT 3,000 Ibs PER ACRE MINIMUM FOR SLOPES BETWEEN 2:1 AND 3:1. APPLY HYDROSTRAW BONDED FIBER MATRIX AT 4,500 Ibs PER ACRE MINIMUM FOR SLOPES BETWEEN 1:1 AND 2:1. %// / / / / / / / / / / / / / /% 4 HYDROMULCH SHOULD BE APPLIED AT LEAST 8 HOURS PRIOR TO RAINSTORM EVENTS. GROUNDCOVER PLANTING DETAIL HYDROMULCH INSTALLATION E D SCALE N.T.S. SCALE 1 " = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v . T E,9 �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN D / R A A optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS ` DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. 2495 Main Street,Suite 301 371 r }, ��D^J� AHrt^rD��I�^J ELVI RA ROAD SUBSEQUENT UPDATES OF THIS PLAN BY THE DESIGN ENGINEER DOES NOT AFFORD ANY — Ya „', - ' w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID I'll, e xce�sk _ A REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 -. / UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� � Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063Q � A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14 8 5 0 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. A CHECKED BY:Y: OST C_ ^`t• 1 STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. I X ti AFC I � 1 �qA O I 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL W X DEMOLITION NOTES : �FF��FN I = m 1 I NECESSARY FEES AND OBTAINING ALL NECESSARY PERMITS FOR CLEARING, SOIL EROSION w o `F PROTECTION, AND DISPOSING OF DEBRIS FROM SITE. m NOS Z W 2. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, RELOCATION, OR RE-ROUTING OF ANY UTILITIES W � W � 1 WITH EACH RESPECTIVE UTILITY COMPANY. NOTIFY UTILITY COMPANIES OR AGENCIES AT LEAST 72 {Sa.WATERLINE W — EXISTING I I ASPHALT PARKING o 1 I HOURS PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE PASSAGEWAYS FOR TRAFFIC AND PEDESTRIANS TO LOYAL ORDER OF THE MOOSE #666 (R.O.) FpcF I EXISTING BUSINESSES WHICH WILL REMAIN IN OPERATION THROUGHOUT THE DURATION OF THE 8401347 p` sT LIMIT OF CONSTRUCTION. I F� I 'nX °�Us WORK 4. THE CONTRACTOR SHALL FOLLOW ALL SOIL PREPARATION AND FOUNDATION CONSTRUCTION I LIMIT OF y`'NF -- _ RECOMMENDATIONS AS STATED IN THE GEOTECHNICAL ENGINEERING REPORT. SAW-CUT & REMOV WORKEXIST. PVMNT. ;Z° EX. EDGE OF PAVEMENT 5. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY UTILITIES NOT SHOWN ON THIS PLAN OR ANY IU, ' JEL- a' TREE < __ ——— ——— EX. U.P. PRESENT(CENTERLINE ACCIDENTAL RUPTURES DURING EXCAVATION OR CONSTRUCTION. Ex. u.P.____ ---- EwILLow _ I 6. THE CONTRACTOR SHALL REMOVE ALL VISIBLE AND PARTIALLY BURIED DEBRIS PILES FROM AREAS TO L(E ) 18 a BE DEVELOPED OR GRADED AND DISPOSE OF AT AN APPROPRIATE OFF-SITE LOCATION IN WORK (E.b.P.) CLEAR STRIP � EX I wv COMPLIANCE WITH AUTHORITIES HAVING JURISDICTION. , wv ' 1 I _ & GRUB EX. 12�'� i 1 C - _ SCRUB & BRUSH W W I 7 . THE CONTRACTOR SHALL COMPLETELY REMOVE EXISTING BUILDINGS, INCLUDING CANOPIES, RAMPS, � bH 1 - _ ,✓ 19 5,3 I I _ _ 40" STAIRS, METERS, PORCHES, FOUNDATION WALLS, CONCRETE SLABS, AND ANY OTHER ATTACHMENTS OH i c wanav of (ABOVE OR BELOW GRADE) WHERE SHOWN ON THIS SHEET. 3 4 caa�r MA7ERIMME TC BE 8. ALL ABANDONED UTILITIES SHALL BE CAPPED, SHUT OFF AT MAIN, AND FILLED (SEE DETAIL A ON �' 1 I _ oc ix. OF m I 1 sr. c.B. _ MMLOIYx THIS SHEET). 1 I sw. II` M 388.30 — — �Z f. � NE. IW . 3aa.so ' — � � � LIMIiT OF I �_ 9. ANY UTILITY LINES NO LONGER IN USE (EITHER SHOWN ON THIS SHEET OR DISCOVERED IN THE I WORK (E.O.FP.) FIELD) SHALL BE COMPLETELY REMOVED IF THEY ARE IN CONFLICT WITH ANY NEW UTILITY OR = Q EAR, IP, & GRUB -87 STRUCTURE. I XIST. EEDS (ITYP.) G s 9- - TAB A 00, 10. ANY CAVITIES OR TRENCHES REMAINING FROM EXCAVATED FOOTINGS, FOUNDATION WALLS, PIPELINES, 1 I 1 - Z BASEMENTS, AND UNDERGROUND TANKS SHALL BE BACKFILLED WITH FLOWABLE FILL TO THE FROST I I I '` ; _ _ i CLEAR, STRIP, LINE, AND TYPE 2 CRUSHER RUN STONE (NYSDOT ITEM 304.12) ABOVE THE FROST LINE, & GRUB EX. COMPACTED TO 95% DENSITY (IN 6" MAXIMUM LIFTS). 11�� I II , XI IN G 3°.47' SCRUB & BRUS BUILDING 11. PROVIDE TEMPORARY SNOW-FENCING AROUND ALL EXISTING TREES, SHRUBS, OR LANDSCAPING TO I 1 �U, NO.652 REMAIN. I 1 �o 11 1 I o i 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING THE THE REQUIRED ABATEMENT 1 LIMITAPPRO LOCAL,VALS STATEOAND�DERALSJ�RISDICTIONS,HAVIDGRAUTHORITY.DENTS IOR TO DEMOLITION AS REQUIRED BY h WORK (E.O.PII E SS I 1 ss BOIL G Z w 13 THE CONTRACTOR SHALL CONTACT THE CITY OF ITHACA BUILDING DEPARTMENT FOR A DEMOLITION I EXIST! WATERLINE NQ" PERMIT PRIOR TO SITE CLEARING OR BUILDING DEMOLITION. CALL (607) 274-6508 FOR PERMIT APPLICATIONS AND FEE REQUIREMENTS. I W I 1 0 i z Q Q w zl o � LO 0 I w s X '� 1 I(.f) 1 '� 1U) 1 = 111 m W i OS LIMIT OF I I O I x I_WOR (E.O.P.) CLEAR, STRIP, Os VE & PR LIMIT OF T.PRESE LEGEND II 11 1 A & GRUB EX. WORK EX. CHAIN LINK FEN EXIST. GUARD RAIL I / SCRUB & BRUSH FENCE Bows --- --- PROPERTY LINE I I hz o.6'f OVER PROP. LINE Oti Oy EX. EDGE OF PVMNT. TO REMAIN -------------- EX. EDGE OF PVMNT. TO BE REMOVED 1 1 11 i EXISTING CURB TO REMAIN 1 I 1 A LIMIT OF EX. u.P. ______________ EXISTING CURB TO BE REMOVED ——————— SAW-CUT LINE 100 I I WORK 1 i i I 1ST. G.B. � F T// 7-1 EXISTING PAVEMENT AREAS 1 I S. N�. 390.30%� — TO BE REMOVED I I sW. INIf. 389.80 EXIST. CHAIN LINK FENCE I I NE. IN 389.60 I m I x I 1 I EXISTING D�� EXIST. CHAIN LINK FENCI EXISTING BUILDINGS BUILDING BE DEMOLISHED A 11 7 1 IU' EXISTING \ _ O z GRAVEL PARKING _ I LIMIT � � N0. 654 LIMIT OF '\ � _ D WORK (E.OA i WORK EXISTING TREE OR SHRUB TO REMAIN 1 I I \, <YY} A 1 �A LIMIT OF YiA�r EXISTING TREE OR SHRUB TO BE REMOVED WORK I 393,p• I ' SS = 1 I EXIST. C.B. SS ST 72= MONKMAN (R.0.) I �S RIM=396.09 CMP 1s INV. 393.00 SS —INV 12" CMP=395.6' 250617096 I E21'jT --� LIMIT OF S R v II c�I� I 1 WORK ( Exls . r SS = I PRESERVE &�PROT. SS I I EXIST.( TREE 1 I I 0 EX. ASPHALT PARKING SS _ 1 I SS C� a. FILL LENGTH OF PIPE TO BE ABANDONED WITH I II 1� �, SS ( I 1 R&M REALTY 377 LLC (RO )� EXIST. . LOCATION of PLOWABLE FILL CLSM-CDF SUCH AS K-KRETE, . . EXIST. SEWER LINE PER CITY M-CRETE, FLASH FILL OR APPROVED EQUAL) I 1 II 500928-007 of ITHACA MAPPING cn I EXISTING PIPE TO BE ABANDONED AND FILLED. 00 — S 0 S � : :; ... N SITE DEMOLITION PLAIN _ SCALE : 1 "= 20'-0" Ss S cn MITER S SS cn PIPE ABANDONMENT DETAIL A 0 20 40 80 � SS � SCALE : 1 " = 1 '-0" THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q� v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL C L SET OF DESIGN � R 'A A optima �DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS DESIGN a ENGINEERING,PLLC PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * -^ * 2495 Main Street,Suite 301 SUBSEQUENT UPDATES OF THIS PLAN BY THE r a }; 4A REV. PER ONWER/ARCHITECT 9/1/15 SITE DEMOLITION ^�� 371 ELVI � RA ROAD DESIGN ENGINEER DOES NOT AFFORD ANY — Y" w t r 7;� Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID s, _ ® REV. PER ONWER/ARCHITECT 10/27/14 Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� Ex eL Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063A �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1 REV. PER CITY COMMENTS 1/24/14 OR BID. A CHECKED BY:: OST STAMP SEAL A C_�•0 ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. EROSION CONTROL NOTES : GENERAL CONSTRUCTION SEQUENCE 1. AS REQUIRED UNDER SPDES PERMIT GP-0-15-002, THE SWPPP SHALL BE *** THE CONSTRUCTION SEQUENCE BELOW IS INTENDED TO BE AVAILABLE TO THE PUBLIC OR ANY INSPECTOR WHILE THE SITE IS UNDER A GENERAL GUIDELINE FOR IMPLEMENTATION OF EROSION x �O�Tti I CONSTRUCTION FROM THE TIME OF THE FIRST EXCAVATION UNTIL THE AND SEDIMENTATION PREVENTION DEVICES ONLY. SPECIFIC TERMINATION OF COVERAGE UNDER THE GENERAL PERMIT IS GIVEN AFTER CONSTRUCTION TECHNIQUES, MEANS, METHODS, AND SUBMITTAL OF THE NOTICE OF TERMINATION (N.O.T.). THE SWPPP SHALL BE SCHEDULING ARE THE SOLE RESPONSIBILITY OF THE LOCATED AT AN ACCESSIBLE AND KNOWN LOCATION IN THE ON-SITE OFFICE. CONTRACTOR AND OWNER. 1,-­ASPHALTTI EXISTING U � 2. COMPLETED INSPECTION RECORDS MUST BE SIGNED AND DATED AFTER EACH 1 OBTAIN ALL BUILDING PERMITS INCLUDING CLEARING o INSPECTION, AND SHALL BE KEPT WITH THE SWPPP AND MUST BE MADE O STRIPPING, AND GRUBBING PERMITS. II 1,c)X 39 LOYAL ORDER OF THE M00 AVAILABLE AT ALL TIMES. THE NYSDEC RETAINS THE RIGHT TO SEND OUT 1 4 „� 8401,347 SE , 666 (R.0) AN INDEPENDENT INSPECTOR AT ANYTIME, INCLUDING UNANNOUNCED VISITS, ( OBTAIN A DUMPSTER AND A DEBRIS DISPOSAL PERMIT AS I TO INSPECT THE SITE, THE SWPPP, AND ALL RECORDS. NECESSARY. I ;z 10 NEW C.B. 510 3. THE OWNER'S DESIGNATED ON-SITE EROSION CONTROL INSPECTOR SHALL _ �3 HOLD PRE-CONSTRUCTION MEETING WITH OWNER'S SITE i -- ______ _ RIM 392.70 sy< � VERIFY THAT ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND THAT A EROSION CONTROL INSPECTOR. I - - EX. EDGE OF PAVEMENTrx tiF UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED PRIOR TO SUBMITTING I I - _ _ 8" TREE THE NOTICE OF TERMINATION (N.O.T.) OF PERMIT COVERAGE. ONLY AFTER 5° ® INSTALL CURB INLET PROTECTION. FLAG CLEARING LIMITS 1 I EXISTING STABILIZATION SHALL TEMPORARY EROSION CONTROL DEVICES BE REMOVED. AS SHOWN ON THE SITE DEMOLITION PLAN. . I I Un -- I 13 I 4. NO INSPECTIONS SHALL TAKE PLACE DURING FLOODING, LIGHTNING, HIGH A 05 INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE WHERE II I 9S WIND, ENGULFING MUD OR OTHER UNSAFE CONDITIONS. SUCH CONDITIONS 5° SHOWN ON THE EROSION CONTROL PLAN AS PER THE 1 4 PRESENT cENcR SHALL BE DOCUMENTED ON THE INSPECTION FORMS, SIGNED, AND DATED INSTALLATION INSTRUCTIONS ON THE EROSION CONTROL BY THE OWNERS DESIGNATED ON-SITE EROSION CONTROL INSPECTOR AT DETAILS. CLEAR, STRIP, AND GRUB ONLY ENOUGH AREA I THE EARLIEST POSSIBLE TIME AFTER UNSAFE CONDITIONS HAVE TERMINATED REQUIRED TO INSTALL THE TEMPORARY CONSTRUCTION 4 OR BEEN REMEDIED ON SITE. ENTRANCE PROPERLY. c B. 33 0 - , � 17I_ 9 � liV I �1M=392. I SW. r�VV. 388.30 5. GRADING, TOPSOILING, AND STABILIZING SECTIONS SHALL BE COMPLETED E © INSTALL THE TEMPORARY SILT FENCING AT THE BOTTOM I NE' IIyV. 388.50 ' I , I , CNIQbOlN ' � ---- BEFORE EXCAVATION STARTS ON OTHER SECTIONS, IN ORDER NOT TO LEAVE OF FUTURE FILL SLOPES WHERE SHOWN ON THE I I I n CNIabOI 17 ANY AREAS EXPOSED TO WIND AND RAIN EROSION FOR LONGER DURATION EROSION CONTROL PLAN AS PER THE INSTALLATION CNI�I 11 ON I THAN NECESSARY. INSTRUCTIONS ON THE EROSION CONTROL DETAILS. CLEAR I ONLY ENOUGH AREA REQUIRED TO INSTALL THE SILT 6. ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY FENCING PROPERLY. I ' N LIDDED METAL DUMPSTER. ALL TRASH AND CONSTRUCTION DEBRIS FROM II I ` R M 39.8. 6 3 THE SITE SHALL BE DEPOSITED IN THE DUMPSTER ON A DAILY BASIS. 7 CLEAR, GRUB, AND STRIP THE SITE AS SHOWN ON THE r 16 I 5 ABSOLUTELY NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. O SITE DEMOLITION PLAN. STOCKPILE ALL TOPSOIL AS I I cxi� I' _ 287 70, DIRECTED ON THE EROSION CONTROL PLAN. I I I I 17 1 7 2S°.6g' 7. ALL VEHICLES ON SITE DURING THE ENTIRE DURATION OF CONSTRUCTION ICP. 13 SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE ® ROUGH GRADE THE ENTIRE SITE. ESTABLISH ANY I I I - _-- MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. ANY PETROLEUM TEMPORARY STORMWATER DIVERSIONS AS NECESSARY. I I I i �9� 1 I 14 PRODUCTS USED SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH STABILIZE ALL DISTURBED AREAS AND STOCKPILES WITHIN I 0 co J I ARE CLEARLY LABELED. SPILL KITS SHALL BE INCLUDED WITH ANY FUELING 14 DAYS OF THE LAST DISTURBANCE ACTIVITY IN EACH I I 6 t I ' SOURCES AND MAINTENANCE ACTIVITIES AS NECESSARY. AREA. I I II (S i 1U Q 8. ALL PAINT CONTAINERS OR CURING COMPOUNDS SHALL BE TIGHTLY SEALED 90 INSTALL TEMPORARY CONSTRUCTION LAY-DOWN AREA I I I I c� i 18 13 `I I , AND STORED WHEN NOT IN USE. EXCESS PAINT SHALL NOT BE DISCHARGED WHERE DIRECTED BY GENERAL CONTRACTOR. ADD I I v i �� ;� 116 TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF IN COMPACTED PAVEMENT SUBBASE AND SURROUND BY I I I 1 3 N 16 CONFORMANCE TO MANUFACTURER'S INSTRUCTIONS. v TEMPORARY SILT FENCING DURING CONSTRUCTION OF I I I I ; BUILDING. I I I -9. WHEN ACTIVITIES TEMPORARILY CEASE DURING CONSTRUCTION, SOIL g INSTALL ALL UTILITIES AND STRUCTURES, INCLUDING 10 II, 7 I i f z 7STOCKPILES AND ANY EXPOSED SOILS SHOULD BE STABILIZED BY MULCH 10 I I ' I I OR COVERED WITH TARPS NO MORE THAN 14 DAYS AFTER CONSTRUCTION CATCH BASINS, WATER QUALITY UNIT, YARD DRAINS, AND I I I X 17 ACTIVITY HAS CEASED. STORM SEWERS AS SHOWN ON THE SITE UTILITY AND I A I o z 3 DRAINAGE PLANS AND DETAILS. IMMEDIATELY INSTALL TEMPORARY CATCH BASIN INLET PROTECTION WHERE I I m 10. INSPECTION OF ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN ? (TEMPORARY AND PERMANENT) SHALL BE PERFORMED BY THE OWNER'S SHOWN ON THE EROSION CONTROL PLAN AS PER THE I I o i; I ® INSTALLATION INSTRUCTIONS ON THE EROSION CONTROL I I DESIGNATED ON-SITE EROSION CONTROL INSPECTOR EVERY 7 CALENDAR I W �' "� H IW U " DAYS. THE OWNERS DESIGNATED ON-SITE EROSION CONTROL INSPECTOR DETAILS. ,,, ;� �_ __ SHALL BE A LICENSED CERTIFIED PROFESSIONAL ENGINEER, SOIL BIOLOGIST, 17 10 I 1 g -I - o w I OR CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL 11 TEMPORARY TRENCH BACKFILL STOCKPILES SHALL BE I 13 a i I (C.P.E.S.C.) INDEPENDENT FROM THE OWNER OR CONTRACTOR. PROTECTED FROM EROSION AND SEDIMENTATION USINGTARPS, IF LEFT FOR LONG PERIODS OF TIME OR I ,"I` 394 => it DURING RAIN STORMS. MINIMAL DISTURBANCE AROUND Tel NEW CATCH BASIN #4 NE 11. FOR CONSTRUCTION SITES WHERE SOIL DISTURBANCE ACTIVITIES HAVE BEEN I 14 I NEW FOR BIORX D #1 F R h' I TRENCH AREAS SHALL BE MADE TO REMOVE AS LITTLE CATCH BASIN !i 1 7 NTION 3 SUSPENDED (LE. WINTER SHUTDOWN) AND TEMPORARY STABILIZATION I I XR BIORETENTION #5 BYPASS # IORETENTION X. CHAIN LINK FENCE BOWS ------- TEMPORARILY I VEGETATION AS POSSIBLE FROM THE VICINITY OF THE I i r a # MEASURES HAVE BEEN APPLIED TO ALL DISTURBED AREAS, PROVIDE SITE TRENCH. I I #4 j I RIM 393.7 6'f OVER PROP, LIN I In 1 4 ® OVERFLOW INSPECTIONS ONCE EERY THIRTY (30) CALENDAR DAYS AND NOTIFY THE REGIONAL 4 I U BYPASS RIM 3 3 1;. 1 OFFICE OF THE NYSDEC IN WRITING PRIOR TO REDUCING FREQUENCY OF I I I RIM 393.75 INSPECTIONS. 12 REMOVE SILT FENCING PRIOR TO PARKING LOT / CURB I RM/394.so 5 17 S. IN� 390.30 CONSTRUCTION AND FINAL GRADING. INSTALL STONE I 4 ; r 12. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES SHOWN SUBBASE TO ALL PROPOSED PARKING AND BUILDING I II SE Z. 389.60 1 6 ON THIS PLAN ON A DAILY BASIS AND AFTER RAIN STORMS. ANY NEEDED AREAS AND COMPACT AS SHOWN IN SPECIFICATIONS ON I I I � itI EXIST CHAIN LINK FENCE REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL EROSION CONTROL RESPECTIVE DETAILS AS SOON AS POSSIBLE FOLLOWING I II I 10 I I DEVICES AS SPECIFIED IN THIS PLAN AND ON THE EROSION CONTROL ROUGH GRADING AND COMPACTION OF SUBGRADE. DETAILS. IMPLEMENT DUST CONTROL MEASURES AS DIRECTED ON THE EROSION CONTROL PLAN NOTES. I 13. TOPSOIL STOCKPILES SHALL NOT BLOCK DRAINAGE FLOWS DURING I I I EXIsTIN ? _ y I I CONSTRUCTION. STOCKPILES SHALL NOT BE LOCATED NEAR SLOPES, 13 CONSTRUCT ALL BUILDINGS AND ACCESSORY STRUCTURES. I I 6 __ EXISTING G I GRAVEL PARKING / B UI L D I N G ROADWAYS, SWALES, DRAINAGE INLETS, OR BODIES OF WATER. THE BASE p I �- EXIST. CHAIN LINK FENCE _ OF ALL STOCKPILES SHALL BE PROTECTED WITH SILT FENCING, OR ELSE _ 14 COMPLETE FINAL GRADING AND TOPSOILING OF ENTIRE I I t No. 654 W� THE ENTIRE STOCKPILE SHALL BE COVERED WITH TARPS AND SANDBAGS. SITE. SEED OR HYDRO-SEED IMMEDIATELY FOLLOWING -_- FINAL GRADING AND TOPSOILING. HYDRO-MULCH I 3 400 14. THE CONTRACTOR SHALL PREVENT TRACKING OR FLOWING OF MUD INTO IMMEDIATELY FOLLOWING SEEDING OR HYDRO-SEEDING. I II ST. C.B. ST STREETS OR AREAS OUTSIDE OF CONSTRUCTION LOCATION. I I 14 ExlsrrNc " 9300 12° CM �9s 15 REMOVE TEMPORARY SILT FENCE AND PIPE INLET I 72"" ° 10 15. ALL WATER PUMPED FROM EXCAVATIONS SHOULD BE DIRECTED TO A PROTECTION AFTER HYDRO-MULCHING IS COMPLETED. I I I gNEW Y.D. #2 FOR -I 72" GMP=3 MONKMAN (R.O.) SEDIMENT TRAP, SEDIMENT BASIN, OR FILTRATION DEVICE SHOWN ON THE II I OIO R TEN ION #4 250611096 EROSION CONTROL DETAILS. 16 INSTALL ALL STANDARD AND HEAVY DUTY ASPHALT AND I LOW CONCRETE PAVEMENT WHERE SHOWN ON THE SITE I I I RIM 392.13 16. ALL CATCH BASIN SUMPS SHALL BE CLEANED OUT AND SOIL SEDIMENTS LAYOUT AND DIMENSIONAL SITE PLAN AS PER THE SITE I I I SHALL BE DISPOSED OF AT AN APPROPRIATE OFFSITE LOCATION. DETAILS. I I I EX. ASPHALT PARKING 17. ALL CHLORINATED WATER USED FOR FLUSHING WATERLINES SHALL BE II II I LEGEND DISCHARGED TO THE SANITARY SEWER AND NEVER TO ANY STORM SEWER, 17 INSTALL REMAINING LANDSCAPING (SHRUBS, TREES, AND I I I R&M REALTY 377 CATCH BASIN, SWALE, OR POND. MULCH) WHERE SHOWN ON THE SITE LANDSCAPE PLAN I LLC (R p� EXISTING EDGE OF PAVEMENT AS PER THE LANDSCAPE DETAILS. INSTALL THE RAIN 500928-p07 NEW EDGE OF PAVEMENT 18. ALL PORTABLE TOILETS SHALL BE LOCATED AWAY FROM GUTTERS, CATCH GARDENS PER THE INSTRUCTIONS IN THE DRAINAGE U', EXISTING CURB BASINS, STORM SEWERS, AND WATERWAYS. PORTABLE TOILETS SHALL BE DETAILS. NEW CURB 6 PLACED ON A FLAT, STABLE GROUND SURFACE NOT PRONE TO FLOODING. I ( ) ^I ALL PORTABLE TOILETS SHALL BE ANCHORED TO PREVENT BLOWING OVER C° 18 ADD DECORATIVE STONE (RIVER BED STONE) AND D LAI I v -- -- PROPERTY / R.O.W. LINES DURING WINDSTORMS. FLARED END SECTIONS ON ALL CULVERT PIPE OUTLETS EROSION CONTROL I - - ADJACENT PROPERTY LINES WHERE SHOWN ON THE EROSION CONTROL PLAN AS , "'1"'1"' TEMPORARY SILT FENCE 19. ANY DETERGENTS OR ACID CLEANERS WASHES USED TO CLEAN OR RINSE PER THE INSTALLATION INSTRUCTIONS ON THE EROSION SCALE : 1 = 20 -0 CONCRETE, STUCCO, MASONRY, ETC. SHALL NEVER BE DISCHARGED TO ANY CONTROL DETAILS. -XXX -XXX- EXISTING CONTOUR LINES STORM SEWER, CATCH BASIN, SWALE, OR POND. COX --- PROPOSED CONTOUR LINES 19 WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETED AND 0 20 40 80 -ST -- STORM SEWER 20. AVOID STORING PETROLEUM PRODUCTS ON SITE IF POSSIBLE. IF NOT SITE VEGETATION IS IN PLACE AND STABILIZED AS POSSIBLE, STORE AWAY FROM CATCH BASINS OR DRAINAGE WAYS. CONFIRMED BY THE DESIGNATED EROSION CONTROL ❑ EXISTING CATCH BASIN INSPECTOR, REMOVE AND DISPOSE OF ANY REMAINING ■ NEW CATCH BASIN 21. AVOID ON-SITE STORAGE OF PESTICIDES, FERTILIZERS, AND HERBICIDES. IF TEMPORARY EROSION CONTROL DEVICES AS DIRECTED IN UNAVOIDABLE, ALL CHEMICALS SHALL BE STORED IN ORIGINAL PACKAGES IN THE MAINTENANCE INSTRUCTIONS ON EACH DEVICE'S NEW LAWN AREAS TO BE A SEPARATELY DESIGNATED COVERED CONTAINMENT AREA. RESPECTIVE DETAIL SHOWN ON THE EROSION CONTROL SEEDED OR HYDRO-SEEDED 22. USE CLEAN OR RECYCLED WATER WHEN SPRINKLING SOIL FOR DUST DETAILS. THEN HYDRO-MULCHED CONTROL. IF SOIL AMENDMENTS ARE USED FOR DUST CONTROL, THE 20 CLEAN AND VACUUM ALL CATCH BASIN SUMPS AND NEW CRUSHED CONTRACTOR SHALL FOLLOW THE EXACT APPLICATION INSTRUCTIONS FROM WATER QUALITY UNIT PER DRAINAGE DETAILS. STONE AREAS THE MANUFACTURER. 23. AT LEAST ONE PERSON FROM THE CONTRACTOR'S STAFF SHALL BE A DESIGNATED NEW MULCH 'TRAINED CONTRACTOR HAVING RECEIVED AT LEAST 4 HOURS IN �� AREAS NYSDEC-APPROVED CONTRACTOR TRAINING. THE TRAINED CONTRACTOR SHALL BE ON SITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE OCCURRING. THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v T Eq �y0 Q ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � R 'A ti m a DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS Q to 8 ENGINEERING,PLLC 1 PLAN IS CURRENT AS OF THE DATE IT WAS ISSUED. * '' O * Q / / EROSION CONTROL 2495 Main Street,Suite 301 I ELVI � RA ROAD SUBSEQUENT UPDATES OF THIS PLAN BY THE r - ,,, L 4 REV. PER ONWER/ARCHITECT 9 1 15 DESIGN ENGINEER DOES NOT AFFORD ANY - Wa, ' w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID s, _ ® REV. PER ONWER/ARCHITECT 10/27/14 INN Phone:(716)803-6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE �� e, e s'°" Fax:(716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O �8063Q �� © REV. PER CITY COMMENTS 2/21/14 T H A C A NEW YORK9 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: : SHEET 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP 1Q REV. PER CITY COMMENTS 1/24/14 CHECKED BY: OST OR BID. C-5� 1 STAMP SEAL Q ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. DECORATIVE RIVER ROCK STONE WHERE SHOWN ON EROSION INLET FILTER (BLOCKSOM ITEM INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: CONTROL PLAN. #IF1527X30C OR APPROVED **** INSTALLATION INSTRUCTIONS AND DIAGRAMS COME WITH EQUAL). CALL 219-878-4438 INSTALLATION KIT, ZIP-TIES, AND FILTER PADS. 1. DURING RAIN EVENTS STORMWATER WILL BEGIN TO CULVERT PIPE TO ORDER. POND AROUND THE CATCH BASIN WHEN THE FILTER DIA. VARIES FLARED END SECTION ( ) NEEDS CLEANING. CLEAN FILTER WHILE IT IS ATTACHED 1. REMOVE SEDIMENT, DEBRIS, ICE, AND SNOW FROM THE TO THE GRATE BY BRUSHING OR SWEEPING THE PAD (N.Y.S.D.O.T. ITEM 603.17) INSTALL 9" PAVEMENT SUBBASE TO i CATCH BASIN GRATE SURFACE AND SURROUNDING WITH A BROOM OR ICE BRUSH UNTIL STORMWATER SIZE TO FIT PIPE END. GRADE. TYPE 2 SUBBASE COURSE AREAS. BEGINS DISCHARGING THROUGH THE FILTER AGAIN. THIS (N.Y.S.D.O.T. ITEM 304.12) CAN BE DONE EVEN WHILE THE FILTER IS UNDER STABILIZE BY COMPACTION TO 92% = 8 ZIP-TIES INCLUDED WITH 2. PLACE FILTER OVER GRATE TO ENSURE FILTER WATER. , DENSITY (MINIMUM ). N FILTER EXTENDS AT LEAST 1 INCH BEYOND ALL SIDES OF THE MULCH WHERE MULCH WHERE w CATCH BASIN GRATE. 2. THE ABOVE SHALL BE THE RESPONSIBILITY OF THE SHOWN ON EROSION l- SHOWN ON EROSION cn 3. PLACE FILTER OVER GRATE WITH NET SIDE FACING CONTRACTOR UNTIL THE CONSTRUCTION PROJECT IS CONTROL PLAN CONTROL PLANR a DOWN, EXTENDING BEYOND THE GRATE OPENING ON COMPLETE AND PAVING IS DONE. DO NOT PAVE OVER 50'-0" MIN. GRATE ALL SIDES. THE FILTER. Ir 4, INSTALL ZIP-TIES WITHOUT LIFTING GRATE COVER. LIFT 3• WHEN CONSTRUCTION IS COMPLETE, ALL DRY TEMPORARY CONSTRUCTION ENTRANCE DETAIL O 000 FILTER SLIGHTLY TO SEE THE FIRST GRATE OPENING. SEDIMENT AND DEBRIS AROUND THE FILTER SHOULD /� BE SWEPT AND / OR VACUUMED PRIOR TO REMOVING SECTION SCALE 3/16" = 1 '-0" /� PUSH POINTED END OF A SCREWDRIVER THROUGH THE FILTER. THE FILTER CAN WITHSTAND A STREET FILTER TO CREATE A PILOT HOLE FOR THE FIRST ZIP SWEEPER WITHOUT DAMAGE. TIE. MAINTENANCE INSTRUCTIONS: CULVERT PIPE 5, PUSH POINTED END OF ZIP-TIE THROUGH THE PILOT 4. WHEN THE SITE IS STABILIZED TO PREVENT EROSION _ _ _ _ _ _ _ _ 1. MAINTAIN ENTRANCE SUCH THAT SEDIMENT OR MUD DOES NOT TRACK OR FLOW ONTO ADJACENT NEW OR EXISTING CATCH BASIN HOLE AND THROUGH THE FILTER. BEND THE LAST 3" AND SEDIMENTATION,CUT ALL ZIP-TIES, REMOVE _ _ _ DIA. VARIES) ROAD SURFACES IN THE RIGHT-OF-WAY. ANY SEDIMENT TRACKED OR FLOWING ONTO THE OR DRAINAGE INLET OF ZIP-TIE ON ITSELF TO FORM A HOOK SHAPE. LOOP FILTERS, AND RE-USE ON NEXT CONSTRUCTION SITE. FLARED END SECTIO ADJACENT ROAD SURFACES IN THE RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY AND (N.Y.S.D.O.T. ITEM 603.17 DISPOSED OF AS DIRECTED IN THE EROSION CONTROL PLAN. THE ZIP TIE UP UNDER THE GRATE BAR AND PUSH UP 5 AFTER 3 TO 4 CONSTRUCTION SITE USAGES, SHOULD SIZE TO FIT PIPE END` CORATIVE RIVER ROCK STONE AND THROUGH THE FILTER THROUGH ADJACENT GRATE THE FILTER BEGIN TO DISINTEGRATE IT SHOULD BE g OPENING. ERE SHOWN ON EROSION 2. INSPECT ENTRANCES AFTER EACH RAINFALL. IF NECESSARY ADD ADDITIONAL AGGREGATE TO TOP DISCARDED BY PLACING IN FUTURE LAWN OR NTROL PLAN. SURFACE. 6• PUSH POINTED END OF THE ZIP-TIE INTO THE LANDSCAPE AREAS AS MULCH (FILTER IS RECEIVING END. LEAVE ZIP TIE LOOSE UNTIL ALL 8 BIODEGRADABLE). 3. THE ABOVE MAINTENANCE PROCEDURES SHALL BE THE RESPONSIBILITY OF THE GENERAL TIES ARE LOOPED THROUGH THE FILTER. CONTRACTOR. 4. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE COMPLETELY REMOVED BEFORE THE 7. REPEAT STEPS 4 THROUGH 6 UNTIL ALL ZIP-TIES ARE INSTALLATION OF THE INFILTRATION SUBBASE AND POROUS PAVEMENT AREA. INSTALLED LOOSELY. THEN PULL ALL 8 ENDS OF ZIP ISOMETRIC VIEW TIES TO HAND TIGHTEN AND ANCHOR FILTER TO GRATE TEMPORARY INLET PROTECTION DETAIL R SCALE 1/2" = 1 '-0" MULCH BEDS WHERE INDICATED ON THE EROSION CONTROL PLAN INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: PLAN 9" MIN. LAYER OF DECORATIVE RIVER 1-1/4" x 1-1/4" WOOD 1. THE SILT FENCE SHALL BE INSTALLED BEFORE ANY MASS 1. INSPECT SEDIMENT FENCES PERIODICALLY AND AFTER ROCK STONE WHERE SHOWN ON POST. 10'-0" C-C MAX. CLEARING OR GRADING BEGINS ON SITE. CLEAR ONLY EACH RAINFALL EVENT. EROSION CONTROL PLAN. CONFORM HDYRO-SEED & HYDRO-MULCH HDYRO-SEED & HYDRO-MULCH SPACING VEGETATION REQUIRED TO INSTALL THE SILT FENCE. AROUND END SECTION EDGE INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: 2. THE SILT FENCE SHALL BE MAINTAINED BY THE FLARED END SECTION DIG A*** BRIC AREAS TO BE HYDRO-SEEDED AND HYDRO-MULCHED WITH HYDROSTRAW 1. THE SLOPE SHALL BE MONITORED DAILY FOR EROSION PREFABRICATED FILTER FENCE WITH POSTS 2 INCH STRENCH WIDE ALONG OTHEATELY CENTERLIINE NCHES OF THE DEEP AND4 TORN, FASOTENERS HAVEANDRED LOOS LOOSENED, RC ED POSTSFHAVE IS (SIZE TO FIT PIPE END) ARE SHOWN ON THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL ESPECIALLY AFTER RAIN STORMS. RE-APPLICATION (MIRAFI "ENVIROFENCE" OR APPROVED CONTACT HYDROSTRAW (800) 545-1755 TO ORDER, AND FOR A LIST OF SHALL BE REQUIRED WHEREVER ACCEPTABLE EQUAL) AVAILABLE FROM EROSION LOCATIONS AS INDICATED ON THE EROSION CONTROL UN-ANCHORED FORM THE GROUND. STONE FLUSH WITH LIP CERTIFIED HYDROMULCH APPLICATOR CONTRACTORS. GERMINATION IS NOT OBTAINED. TECHNOLOGIES & CONTROL, INC. CALL PAN OF END SECTION 716-583-1997 TO ORDER 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT 1. TILL AREAS OF INSTALLATION TO A 4 INCH MINIMUM DEPTH, THEN TOPSOIL 2. KEEP HYDRO-SEEDED AND HYDRO-MULCHES AREAS Z 3. DRIVE POSTS SECURELY AT LEAST 24 INCHES INTO THE FENCING WHEN IT HAS REACHED ONE-THIRD THE HEIGHT 9" MIN. LAYER OF DECORATIVE RIVER AREAS OF INSTALLATION TO STABILIZED FINISHED GRADE. ADD LIME AND MOIST BY DAILY APPLICATION OF WATER FOR A GROUND ON THE DOWNSLOPE SIDE OF THE TRENCH. OF THE FENCE. AVOID UNDERMINING OR DAMAGING SILT CULVERT PIPE ROCK STONE WHERE SHOWN ON FERTILIZER TO SOIL (IF REQUIRED) AT 400 Ibs PER ACRE 24 HOURS MINIMUM OF TEN DAYS UNTIL THE SEEDS HAVE - BACKFILL & TAMP IF ADJUST SPACING SO THAT POSTS ARE PLACED AT LOW FENCE DURING SEDIMENT REMOVAL. BEFORE TILLING. REMOVE ALL ROCKS, CLODS, VEGETATION, OR OTHER GERMINATED, OR AS RECOMMENDED BY THE SEED o r EROSION CONTROL PLAN. CONFORM OBSTRUCTIONS SO THAT THE SEED WILL HAVE DIRECT CONTACT WITH THE VENDOR. N NECESSARY POINTS ALONG THE FENCE LINE IN ORDER TO PREVENT ` AROUND END SECTION EDGE SOIL SURFACE. �\j UNDERMINING AND UPLIFT. 4. REMOVE TEMPORARY SILT FENCING AFTER FINAL 12" LAYER OF BEDDING`­ 3. THE ABOVE SHALL BE THE RESPONSIBILITY OF THE ��j/��j� FLOW GRADING AND TOPSOILING OF SLOPES UPSTREAM OF SILT MATERIAL (N.Y.S.D.O.T. ITEM 6" LAYER OF BEDDING 2• HYDRO-SEED GRASS AS PER SEED VENDOR'S INSTRUCTIONS. CONTRACTOR. 4. AT JOINTS OVERLAP AND FASTEN SILT FENCING. FENCE. HYDROSEED SLOPES UPSTREAM OF SILT FENCE IMMEDIATELY FOLLOWING SILT FENCE REMOVAL. 620.08) COMPACT TO 95% DENSITY MATERIAL (N.Y.S.D.O.T. ITEM 3• APPLY HYDRO-MULCH TO COVER THE GRASS SEED PER HYDROMULCH 4. THE GRASS SHOULD NOT BE MOWED UNTIL IT REACHES t° ��j ��/jj�//j��i� 620.08 COMPACT TO 95% DENSITY SPECIFICATIONS IMMEDIATELY FOLLOWING SEEDING. APPLY AT 2,000 Ibs PER 5. PLACE THE FABRIC IN THE TRENCH SO THAT THE ) AT LEAST �Y INCHES IN HEIGHT. MOW ONLY THE TOP � ACRE MINIMUM FOR SLOPES 3:1 AND FLATTER. APPLY HYDROSTRAW GUAR THIRD OF EACH GRASS BLADE TO ENSURE SURVIVAL. z_ 4 �! FILTER FABRIC (MIRAFI BOTTOM FOLDS ACROSS THE BOTTOM OF THE TRENCH. 5. RE-GRADE SILT FENCE TRENCH, TOPSOIL, AND RAIN GARDEN SOIL MIX PLUS AT 3,000 Ibs PER ACRE MINIMUM FOR SLOPES BETWEEN 2:1 AND �� 100X OR APP. EQUAL) TO PLACE BACKFILL IN THE TRENCH OVER THE FABRIC TO HYDROSEED IMMEDIATELY FOLLOWING SILT FENCE REMOVAL. (SEE DRAINAGE DETAILS) GEOTEXTILE FABRIC UNDER 3:1. APPLY HYDROSTRAW BONDED FIBER MATRIX AT 4,500 Ibs PER ACRE BE ANCHORED AT LEAST 6" THE GROUND LINE AND COMPACT WITH A POWER TAMPER. SUBBASE & AROUND BEDDING. MINIMUM FOR SLOPES BETWEEN 1:1 AND 2:1. EMBED FILTER FABRIC 6 INCHES MINIMUM INTO THE 6. DISPOSE OF USED SILT FENCING IN COMPLIANCE WITH BELOW GROUND LEVEL GROUND. APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROFILE MIRAFI 180N OR APPROVED EQUAL) 4• HYDROMULCH SHOULD BE APPLIED AT LEAST 8 HOURS PRIOR TO RAINSTORM EVENTS. *** FOLLOW ANY FURTHER INSTALLATION INSTRUCTIONS LAWS AND REGULATIONS. HYDROMULCH INSTALLATION SECTION GIVEN BY THE MANUFACTURER IF USING PREFABRICATED END SECTION DETAIL C SCALE N.T.S. D SILT FENCE. CONTACT SUPPLIER (716-433-5068 OR 1-800-895-5005) IF NECESSARY TO ASSIST IN SCALE N.T.S. SILT FENCE DETAIL INSTALLATION. NOTE: CONTACT MANUFACTURER OF END SECTIONS FOR INSTALLATION INSTRUCTIONS. CALL LANE ENTERPRISES (585) 241-3291 TO ORDER OR FOR LOCAL SUPPLIER. SCALE 3/4" = 1 '-0" (FILTERED WATER) STORM MANHOLE DANDY DE-WATERING BAG OVERFLOW GAP INTO CURB INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: (AVAILABLE FROM EROSION DROP INLET TECHNOLOGIES & CONTROL, 1. PLACE TRUE DAM ON GROUND WITH AGGREGATE POUCH 1. INSPECT THE UNIT PERIODICALLY AND AFTER EACH INC. CALL 716-583-1997 STANDARD FABRIC IS AN ON STREET SIDE NEAR THE INLET ON WHICH IT WILL RAINFALL EVENT. TO ORDER) INSTALLATION INSTRUCTIONS: MAINTENANCE INSTRUCTIONS: ORANGE WOVEN BE INSTALLED. THERE SHOULD BE AN EQUAL LENGTH MONOFILAMENT OF THE TRUE DAM OVERHANGING EACH SIDE OF THE 2. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS *****USE THIS DEVICE TO FILTER ANY GROUNDWATER OR 1. REPLACE THE UNIT WHEN Y2 FULL OF SEDIMENT OR OPENING. FROM THE SURFACE AND VICINITY OF THE UNIT. IF PUMP DISCHARGE HOSE RAIN WATER PUMPED FROM TRENCHES OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF \ USING OPTIONAL OIL ABSORBENT REMOVE AND (BY OTHERS) EXCAVATIONS. THE PUMP DISCHARGE TO AN IMPRACTICAL RATE, ELSE o 0 2. OPEN VELCRO ACCESS POUCH LOCATED ON THE REPLACE PILLOW WHEN IT IS NEAR SATURATION. UNIT MAY BE RE-USED. �� STREET SIDE EDGE OF THE UNIT. IF USING OPTIONAL /-a 1. PLACE LIFTING STRAPS (NOT INCLUDED) UNDER THE \ ABSORBENTS, PLACE ABSORBENT SOCK IN POUCH AND 3. REMOVE THE UNIT AFTER THE ROAD IS PAVED AND UNIT TO FACILITATE REMOVAL AFTER USE. 2. DISPOSE OF UNIT AND/OR ABSORBENT IN COMPLIANCE \ PUSH TO BACK OF POUCH. THE SITE IS SUFFICIENTLY STABILIZED BY MATURE WITH APPLICABLE FEDERAL, STATE, AND LOCAL \ VEGETATION AS CONFIRMED BY THE DESIGNATED 2. UNFOLD DANDY DE-WATERING BAG ON A STABILIZED ENVIRONMENTAL LAWS AND REGULATIONS. 3. FILL POUCH WITH AGGREGATE TO A LEVEL THAT WILL EROSION CONTROL INSPECTOR. AREA OVER DENSE VEGETATION, STRAW, OR GRAVEL (IF KEEP THE UNIT IN PLACE DURING A RAIN EVENT AND AN INCREASED DRAINAGE SURFACE IS NEEDED). DANDY "TRUE DAM" CREATE A SEAL BETWEEN THE TRUE DAM AND THE 4• TRUE DAM CAN BE RE-USED IF IT IS NOT TORN OR FLU (AVAILABLE FROM EROSION SURFACE OF THE STREET. DAMAGED. 3• INSERT DISCHARGE HOSE FROM PUMP INTO DANDY TECHNOLOGIES & CONTROL, DE-WATERING BAD A MINIMUM OF SIX INCHES (C) INC. CALL 716-583-1997 4. RESEAL VELCRO ACCESS. CENTER THE UNIT AGAINST AND TIGHTLY SECURE WITH THE ATTACHED STRAP TO TO ORDER) THE CURB OR MEDIAN INLET OPENING SO THAT THE PREVENT WATER FROM FLOWING OUT OF THE UNIT CURB SIDE OF THE UNIT CREATES A SEAL WITH THE WITHOUT BEING FILTERED. CURB AND INLET STRUCTURE. PUMP (BY OTHERS) TIE-DOWN STRAP TEMPORARY CURB INLET PROTECTION G (BY OTHERS) DE-WATERING D ETAI L r SCALE N.T.S. SCALE 1/2" = 1 '-0" r THE CONTRACTOR SHALL CONTACT THE DESIGN OF N E W PROPOSED HOUDAY INN EXPRESS HOTE ENGINEER BEFORE EXCAVATION CONSTRUCTION TO Q v T Eq �y0 A ENSURE HE/SHE HAS THE FINAL SET OF DESIGN '� � optima DOCUMENTS AS ISSUED FOR CONSTRUCTION. THIS oEsicN a ENGINEERING,PLLc PLAN ISQ CURRENT AS OF THE DATE IT WAS ISSUED. __ O * A EROSION CONTROL 2495 Main Street,Suite 301 371 ELM RA ROAD SUBSEQUENT UPDATES OF THIS PLAN BY THE r , }, DESIGN ENGINEER DOES NOT AFFORD ANY - Wa, ' w Buffalo,New York 14214 TRANSFEREES THE RIGHT TO RECEIVE SAID Z ExCgLs REV. PER ONWER/ARCHITECT 10/27/14 D CT/f, I LC` Phone:(716)803 6400 UPDATES, BUT PLACES THE RESPONSIBILITY TO THE G I /� J Fax (716)810-9504 TRANSFEREE TO OBTAIN UPDATED PLANS WHICH �O 08063Q �� A REV. PER CITY COMMENTS 2/21/14 THACA NEW YORK 14850 ARE ISSUED FOR CONSTRUCTION AS THESE MAY DRAWN BY: SHEET 9 9 DIFFER FROM PREVIOUS PLANS ISSUED FOR PERMIT ROFESSIONP A REV. PER CITY COMMENTS 1/24/14 CHECKED BY:: OST OR BID. C-5�2 STAMP SEAL A ISSUED FOR SEQR / SITE PLAN REV. 10/15/13 JOB # 13-288 WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY, PLANS, SPECIFICATIONS, OR REPORTS TO WHICH THE SEAL OF A LICENSED ARCHITECT OR PROFESSIONAL ENGINEER HAS BEEN APPLIED. LEGEND A-COMPUTED POINT •-IRON PIPE FOUND -IRON PIN FOUND UNLESS NOTED I -PIN SET WITH CAP O-UTILITY POLE x G B-FENCE CORNER POST � �4 x�ll X ITLOC / I 1 \p\ I NORTH AFR x BLOG' x G X�> / IIeI I JII TP 359 I BPHALT PARKINGf LOYAL ORDER OF THE MOOSE #666 (R.O.) X I I I �I l l X a ro/EP x G 8401347 Ey ec TBM: 233.70' TOTAL X ?, TOP OF NAIL HEAD G �1 i _ �� G N POLE=396.2' x PAVEMENT /� � PRESENT CENTERLINE REFERENCE MOPS ENTITLED c 1 PK NAIL EP CDR EW \\ •� Y SURVEY FABRONI,371 L.S. 1 ELMIRA ROAD DATED OCT. 14,2010 1 1 1 1 FouND S 28 '12'.E 20 x ~ 1 �'�� — 1`55.32' EP 8" RE - \ 2)RESURVEY FOR EDGAR NEFF DATED FEB. 7,2011 BY CLUMP 6"WILL x. NN. MICHAEL REAGAN,L.S. 1 /lE STRI m -ASPHALT PARKING EP CDR PN4 FND C1�� LLC \ VYN EP I, RIM=392.4' O ELECTRIC MH H. RAN>•3AT.0' X 16 ALLOW - 3NST`N01.5666�-004 x O?\\\ \\ I x a OQR 3) 335-J37 ELMIRA ROAD, LANDS OF JEFFREY WHITE STR MH J BY T.G.MILLER P.C. ILAL x.YELLOW STRIPE Z RIM�392.5' ^ �®CB TAX P NO.128-2-7 1 \\ \ UO7T.G. DATED 6/29/2002 AND AMENDED f0/28/2004 C X RECORD CENTERLINE NOTES: �1 „- _ ) x AREA=0.752 ACRES TO RAW 1 1 I C 1)DATUM OF ELEVATIONS IS APPROX.NGVD 1929 PER tom' 1 i 7` I. 19,C' r' G I \ I MAP REFERENCE N0.3 1 !/F HPIE W ' W \J (�1 LOADING DOCK q X�„(, 2)UTILITIES SHOWN HEREON&1SED ON VISUAL EVIDENCE 1 1 G H. 1 m11 x, 20"WILLOW \ \ '�'T ,Q I OF THIS SURVEY AND UTIUN MAPS PROVIDED BY THE OF THEIR EXISTENCE FOUND ON THE SURFACE AT DATE ELEV=395.7' s i N IXIY OF ITHACA VERIFY ALL UTILITIES PRIOR TO DESIGN y111 x DOCK ELEV x G/a FL _ _ 2-10'TREES x \ \ I 1 1 1 AND/OR CONSTRUCTION NC_CONG HAIN LINK FENCE X / G 1 1 W1 PAD > 1 J/REES I 1 1 TDP V. L P GAP ASPHALT PARKING o � x �PaE � � � � X m f2. LP �392.9' \ VAULT o w G x ZB1.10, �T� /(/ \ w ARE OX. LOCATION WATER 1 1 1 JOG C / F0 250.89'p TO p (I/ 1 VAL PER CITY D AWINGS C ,yam" ` \ \\\ • I APPRO. LOCATION W TER E GAS METER o o / COBOIVBB CCONC CHAIN LINK FENCE VALVE R CITY DRA KIDS/ 1 1 AT E,8)63EA.2• RR 77E CDR E X 0 J0.41' 1 BUILDING /— — :95 NO.652 L \ \o EP c ATE I I x / g 1 '+ 371 ELMIRA ROAD, LLC GRAVEL PARKING G DI'I�E=396D• / X� 1 1 BUILDING INST. NO.575472-001 EP\ 1 D 10"ASH TAX MAP NO.128-2-8.11 CCONC B EE=ass.o- 1 ND.371 / w TAX ACRES TO R/W CONCRETE pAD I s 1 1 DUT N D R 1 x a I I I I I' a z W LEGEND TC WA EP/RR / ` Lam_ 1 I J W W w� L� 1 1 i Aj'' G n x G .� o CCONC 1 I I� " W 1, a 6 n tea—SANITARY SEWER MAIN LP/RR TRS 1 I o o �F o w "' WATER MAIN RAIN 0'AS11 o PROPERTY CORNER IS y' � � I I I Q M W �� GAS MAIN O APPROX_ LOCATION OF G EG y� ^ H y AT NW'RLY FACE OF / X 1 1 \ a FENCE CORNER POST SEWER CLEANOUT PER CITY / I I (, IS �j W w v o.H. OVERHEAD UTILITIES v OF ITHACA MAPPING �APPROX. LE PTION of I I I r UNDERGROUND STORM SEWER TELEPHONE AIN 1� sF ITHACA LINE PER clrr p x I N 0 MANHOLE n 1 S L?POLE OF ITHACA MAPPING // Z m m �APPROX. LOCATION OF / f� APPROX. LOCATION OFCG/ i I �18 �\ ? 0 CATCH BASIN X SF�THACAE GOUT PER CITY CHAIN LINK FENCE BOW WATER LINE PER CITY 0 1 1 T ASH EP iiE G OF ITHACA MAPPw I I I 13 / } WATER VALVE �RR 77E S , X .6't OVER PROP. LINE 'y9 O I I I 1 Q � GAS VALVE .�394.2' 18'2331. G 1 a E / GRAVEL PARKING I FIRE HYDRANT �j i. x I G I x A' UTILITY POLE BLDG F G G LIT POLE 8 LIGHT POLE 1 1 10'ASH / a x G 3 x � c_D A �!E.=394.4 EDGE nE / �� (,,,,J, DECIDUOUS TREE l / x EE I x � X * � 1 1 °o CDR RR G / —\ 1 S1� , G \ OL CONIFEROUS TREE CONCRETE WNX. � CDR RR TIE ql � � .�� 3g ��� 1 p ` -------—— ' S 4759']5• W/ S SIGN 1.3/ 1 � jEG HAIN LINK FENCE T / G /1 RR 984.00'p TO 1 �3946 l rBPHALTx PARKING I X.G / I --_-__ S 2.3�32 1 1 1 • i �! x G G 1 EG �a� BUILDING BLnG / ��2 X Z Er `r 72' T2.1lOL/T INCLUDE&SUBJECT TO RIGHTS OF TC/EP O\ QL INGRESS AND EGRESS SHARED IN J �1 /4� 11 1 11 1 / x G I II /GRAVEL PARKING l NO.65`F / � \ �,�.�\ / COMMON WITH OTHERS. 1 1 1 PIN FOUND BURIED ! PE I 11 1 UNDER ASPHALT 6 G EDCE of ASPH l r o $1 D.a'f OVER L dECOVERED OVER i 1. 11 - �� Br W •' I � 1 1 r293 ,• 1`�09�15n' W SOUTH OF DCORI X X G I I I R \ X 1 a 9 3 ' 'I 1 tG DeR MONKMAN (R.O.) I I � ---�__ DEED TO CENTERLINE OF 1 1 1 M-39LLr lz'Gye l / / 2506/7096 I x JI AR/ EP ROAD, EXCEPT&RESERVE ALL i EXISTING ROAD P)w I ANLLBOXES UTILITY RIGHTLIC OF WAYS"& .00 xANCH 1WRE1 EP _x EP COR Ep ASPHALT PARKING _ 1 / NOTE: APPROx. LOCATION OF THIS SURVEY MAP PREPARED WITHOUT SEWER LINE PER CITY BENEFIT , AN SUBJECT TOABSTRACT OF TITLE 1 1 1 EW EW EP R&M REALTY 377 LLC (R.O.) OF ITHACA MAPPING _ _ II I PROVIDED, SUBJECT ANY STATE OF FACT THAT AN UPDATEE D ABSTRACT OF 1 TITLE MAY SHOW. 500928-007 �- EP EP 1 TOPOGRAPHIC SURVEY 0' 20' 40' 60' caber 20, 2 15 �r. INN Pf Lisa Nicholas City of Ithaca Planning Department 108 East Green Street thaca,New York 14850 Holiday Inn Express Revisions 3 71 Elmira Road Silvestri Architects Project# 13106 Dear Ms. Nicholas: Attached are the revisions that have been made to the proposed to the above referenced project. The changes/clarifications to the drawings are outlined below: 1. The floor plans have been changed to add one additional guest room on floors two, three, and four. This did not affect the footprint of the building, or the exterior elevations. 2. The colors on the exterior elevations have been revised to reflect the newest Holiday Inn Express prototype colors. The stone is stacked stone veneer (as it was previously), however the shape and color has been changed. The rest of the building fagade will be EIS, as it was previously. 3. The exterior elevations have been updated to show the rooftop mechanical units, the gas meter, the bathroom exhaust vents, and the dryer exhaust vents. This was a condition of the Preliminary and Final Site Plan Approval from March, 25, 2014. 4. e have included a roof plan showing the layout of the mechanical systems as requested. The revised Civil drawings will be submitted under separate cover. If you have any questions, please contact me at (716) 691-09 . Sincerely, Jeffrey S. Hazel, RA Silvestri Architects, PC cc. Jay Patel Doug Williams i i Holiday inn Expres & suites m -LT - -. -- a �- _ W w ioliday Ann Express - & Suirra `. ..__ X —, _ L w r z Epp I .. - I ,r. O 1 COLORED ELEVATIONS RIACCORDANCEWITNCORTRIGNI FAWT.UIVFTTW A0.ENRELi)RET.UHSINE pKNiI#(YWNER)NW Of THE DESIGN R IC FRFS.AND OTHER INPoR MN EXPRESSED M TNS E UWRT IA SILVESTRI uj LU ■ - ■� T■ ■ ti COLORED ELEVATIONS ITHACA, NEW YORK 4 5 � 1 2 3 �T CJF NOTICE �+ This document,the property of,prepared and issued GENERAL 1 N TES j by the architect,is submitted for the specific project DOWNSPOUT namely Ithaca and the DOWNSPOUT recipient by accepting this document assumes custody LOCATED WITHIN LOCATED WITHIN agree that his d recip ce ss I. THIS DRAWING SHALL BE COORDINATED WITH -end s t t t document will not e copse or COLUMN L J COLUMN ALL MECHANICAL,PLUMBING,ELECTRICAL, reproduced in part or in whole,and any special AND DECOR DRAWINGS.THE GENERAL features peculiar to this design shall not be 1 CONTRACTOR SHALL BE RESPONSIBLE FOR THIS incorporated in any other project,unless prior COORDINATION. agreement has been obtained in ev:iting:l•hese documents will be returned immediately upon GUTTER BE 1'S"UNLESS NOTED GUTTER completion of the project or upon the request of the 2. ROOF OVERHANGS TO architect. OTHERWISE.TO BE MEASURED FROM FACE OF EXTERIOR SHEATHING. This document is the exclusive property of the W architect,no rights to onership are transferable,or w shall be lost by the filing of this document with any NGS SHALL BE and all public authorities for the purpose of 3. ANY DISCREPANCIES IN DRAWI W BROUGHT TO THE ATTENTION OF THE compliance with Codes and or Ordinances, ARCHITECT. i.e.Building Permit,etc. OVERFLOW ROOF 4. ALL ROOF PENETRATIONS TO BE PROPERLY DRAIN FLASHED TO NOT ALLOW MOISTURE }'ENETRATION INTO STRUCTURE PER 2010 NY' ROOF DRAIN,TYP. TOP OF PARAPET t10'-0" BUILDING CODE SECTION 1503. 15-3b" 44`-3" ABOVE FINISHED ROOF 5. ALL ROOF PENETRATIONS TO BE PAIN"TED TO MATCH ASPHALT SHINGLES. ——_ TOP OF PARAPET?f4'-0'" 6. ALL ROOF PENETRATIONS TO BE LOCATED ON -------11------ -� ———--————1- ABOVE FINISHED ROOF — REAR SIDE OF ROOF AS MUCH ASP . I ————� 7. PROVIDE ICE&WATER SHIELD AT ALL EAVES ————_—_ — MIN.Y-0"WIDE AND ALL VALLEYS MIN.Y-0" -------- _ AIDE. � r I ( I o ( S. DRAFTSTOPPING TO BE PROVIDED PER NYS IDAY N BUILDING CODE SECTION 717.DRAI7STOPPING HOL SHALL BE INSTALLED IN CONCEALED ROOF = SPACES,SUCH THAT ANY}IORTZONTAL AREA C DOES NOT EXCEED 3,000 SQUARE FEET. INN I <r TR %Y4 ZooFULLY ADHERED EPDM SINGLE-PLYROOF DRAIN,TYP. ROOFING MEMBRANE OVER Y"ISOGUARDOVERFL0IN ROOF DRAIN;DAYLIGHT I 371 E lra 0a\'ENTDOWN EXTERIOR EXHAUST FOR WALL MAX.18"ABOVE E LINEN CHUTE GRADE ( Ithaca,NY D INSULATION.SLOPE I RIGID INSULATION J" _ PER FOOT,TYP. _ ISSUE: - M O 2015 09 09 BID SET I EPDM SINGLE-PLY TOP OF RTU TO BE 54"MAX. ( ( ROOFING MEMBRANE I ABOVE FINISHED ROOF ————� I I OVER TAPERED RIGID I I INSULATION.SLOPE RIGID IN �" L— ® ® L I ———) PER FOOT,TYP. I TOP OF PARAPET t10'0" 71 ABOVE FINISHED ROOF I SLOPE _ --_--- 1/4"/FT.MIN ( I SMOKE HATCH Cw SA PROJECT TEAM: PRINCIPAL V Silvestri O Not 12"o.c.-See Note/3 Notes:1.11 anchors must penetrate sheet U PROJ.ARCH.J Hai 1 DRAFTER S Hunt metal,EPDM washers must be JOB CAI'T. INTERIORS 2 Mechaticd Unit Sedatl used and subsequently caulked J U TOP OF PARAPET @±10'-0" I 11'-0" —CORNICE TO L-————I w - with General Purpose Sedont. ABOVE FINISHED ROOF I CONTINUE AROUND w I `f 2.Wood Nailer must extend beyond END,TYP. SLOPE SeQlant over Fasteners metal ilatge all directions. SEAL: I %,"/FT.MIN � I 12 O.C.(Max) 3.Hot dipped galvanized noils 1-1/4' long with 3/8'diio.head(Mkt.). I EPDM FLASHING MEMBRANE Nailing off the membbrave aneextends n not required if membrane exlends over ———————J FSee Note y4 the t of the curb, ——————————————— top —� Splice Adhesive 4.3'(Met.)FamFlosft a 6'EPDM I d lop splice OVERFLOW ROOF ROOF HATCH WITH I `" o Seam Edge Treatment DRAIN RAILING AND GATE I FULLY ADHERED MEMBRANE (RAILING NOT N c {f TITLE: �E.a REQUIRED ON HINGE I ; TOP OF PARAPET O t4'-0' Insulation T ' SIDE OF HATCH) ' I I OVERFLOW ROOF ABOVE FINISHED ROOF (� ROOF DRAIN,TYP. I DRAIN I '` I Water Block F TOP OF PARAPET @ t4'-0" I ,� I ROOF DRAIN,"T1'P. PLAN ABOVE FINISHED ROOF I J j Sedan( Note 12 I I I � L ———— r� I TYPCIAL CURB DETAIL I B5 SCALE:NIS TOP OF PARAPET�t4'-0" ABOVE FINISHED ROOF I ®i I r � I SLOPE � I I NOTES: /FT.MIN 1.REMOVE ALL EXISTING FLASHING,LEAD, I SEAM i xEA T iv}niv i ETC.PIPE SURFACE MUST` B FREE OF�i 7 PT 1ST f I I I I I I I GREASE,ETC. I / I RO:�FING MEMBRANE 2.PIPE MUST BE ANCT f012ED TO BOTTOM OM SIDE SLOPE I NOTES: OF DECK TO ASSURE STABILITY. V4"/FT.MIN 1.IF ANCHORS MUST PENETRATE C3 DO NOT INSTALL CLAMPING RING AROUND SHEET METAL,EPDM WASHERS MUST FLASHING TOP OF FORMFLASH.WOOD NAILER REQUIRED BE USED AND SUBSEQUENTLY MEMBRANE STEP 1 STEP 2 WHEN OUTSIDE L_J CAULKED WITH GENERAL PURPOSE RIGID INSULATION 4.DIAMETER OF THE PIPE EXCEEDS 18" REFER J I SEALANT.WOOD NAILER MUST TO BASE'FIE-IN DETAILS. EXTEND BEYOND SILVESTFJ I 2.METAL FLANGE IN ALL DIRECTIONS. L ( HOT DIPPED GALVANIZED NAIL S 1-1/4° SEAM EDGE TREAT MENT—� ARCHITECTS I I 3.LONG WITH 3/8"DIA.HEAD(MIN.). FLASHING MEMBRANE r NAILING OFF THE MEMBRANE IS NOT REQUIRED IF MEMBRANE EXTENDS SEAM EDGE TI2EA'TMEN T I OVER TI IE TOP OF THE CURB, CLAMPING RING ROOFING MEMBRANE � 1321 MILLERSPORT HWY PH. 716.691.0900 I 4.3"(MIN.)FORMFLASH OR 6"EPDM TAPERED INSULATION AMHERST,NY 14221 FAX 716.691.4773 LAP SPLICE- 1/4"PER FOOT SA JOB#: DATE: ----------� ------- 13106 09-09-15 DRAWING#: 14 TYPCIAL THRU-VENT DETAILS TYPCIAL ROOF DRAIN A5 SCALE:NTS Al ROOF PLAN A4 A_-i05 `CALF_ T SCALE:1/8"-1'-0" C 1 2 3 4 5 � 1 2 3 NOTICE This document,the property of,prepared and issued A3 100 SF SIGN BY OTHERS b'the architect,is submitted for the specific project Hamel}�1 t,d '^FY^.•P��Tihaca and the 5 Al Al recipient by accepting this document assumes custody A:303 �3ot n_303 and agrees that this document will not be copied or / / __�_ 1� reproduced in part or in whole,and any special -.-- "�'�:_..�.._II:�����_��.�_.�.­I'.."_�­,��._�..,f­­_.':.=�.'.___-';":..'­�_-_-..".-.'_.­,__-=...'-1'._��-..1,-.:.��.I.1-.I, �I�1=,1a_�7 t0.-,--_1'I—_ , -1­­,I"­�II I­I I�:"-''�:I:'I—,::,._-l�..I I.�-I-_I*1:-:_�":I­.-l_�.'..�'­:'-I I�*-_­:�:.I�.-I�­-'i:1-,,,-'-:­.—!—I.­"i_-._-_1-1I�.�.�.I�.,--..<_--.,_­.�1:I.;:,_-I.-.-�'�_-1'�-�-:"I.­-1I....-1�.-__1­"-:..--.i:I�-,1..-z.��'I-*.`�:�''�.--�...­-',.'_�­1'.I:�'.*.,...-._i_.II_"_'I.I--I II-;.:',.-..�—.:.�..I:.�-.-.7':-��:'�.":-.'..I--.'_-­.I.'���-�,�*�-�-".,'1�:�.'I'­,,.._4.,_I_--II;-.'I1I-,�1._-��i-.�1.�-�_�.�'-11..,-��.i-�,�,I�'--�­..�:I.-.-'­I',--',�_1I,..I.­.tI�I..1�--:.-,1­--',.'.��_..-�..--',�-'=,I���-­-1l-i".I.,�--.-�._'-".I.,­i1-I.r..�-_'*.�Ii-',.1:'!��I�I..,...�---"_:���I,��I'I.:.-:4,!: %_��I-���&-I_-.�,,�1 M:-i-,-:�,"�;-��­;-':_0M,��:'­--�_1­;-_�-_,1--,,.-,_�--�I-,1-_.'-':��[�1'-­----"��'-._�I,..,=,-"4_.",I--W-.-,__/���_"'I_.'._.I,-'I­"..-.."-'--�...'�":.'.I�I�-­.-'"�-..1-':I-'.1��'I 1'-�7;-�1I%��1�-1�,:�,'I'-­'_1_,�I,'.:_��-..�­.'I:1�.-�`I"IN-'_1'-,"�:..�­-'��I',1(1I_,.-�:-�N:-.�.�-.­�,--_,-.-._'.-�:__-�'.-..,'..��:�:�I_-1.�.__.-l-'­_�--D-_.��.II-I'I--�1',:��1"-.'�I;1..�-�--­.-�*:.�-:�__-.f_1­_��.'-­�--�._,M­.�.,I1_.,�.�.��.�-.�....--.­._ .:-,-­:,.�,'_�1I.."I-:-�I-.,�I��:-��-...I��-'I�-�,-'�,'_.I_�-�-.:-.­��:_.._"...�-'I��.-_,�.':-,.:-1.I��.--'_._:;..�_,­­:�.-.-:-��`�:1I._-...1-.1..­-�_-..�1.--".�.:.:---=_1_?-:-.1'.I--���1".��...-,_.'.:..�-7:K1..-.:._..''­...-.t2�--_:­�-,I-'--�.-..._'..��.-.�:..-::",1''_:-.-_.:--.�..-.,I.,­;Z'_­:"__....--_.-.­._-.-I�,:.,.'­:-*�­1'.I.�..'.�.-__,.'..-.,_::I,-�L_-I,'-_._._14_­�__.7.--.,-,:�,,',.%_'-,,1;_­____�.,-.II.�,I ':.I',''.�:I_.*_::.-.I._,-�I_.I�­.�I�,"I-.;'_-I'�,-_,.-­;1n.,-.-'.'­.\�-.­1-�_..-,..­''-.....�--,�-..:-.,­­�".-:­,.:':I-�-,1'*1;.�-.-�-�"..I-'.1'-....-:I-I-:'-'-��....I:--�"�:I--Z I."a­._:��.",:I'�"1-���II.�'-'."I_�S'-�,-,,\�-_.�I:-"��,,..�.,�"':"-,".�,.,­-���:-,'---_..;;-I.'-�1._-�-��-'-­-_�EL��'Y��E*___:­"4��'-i._­-".­-�,�.'��.-­�­3-_..�--_,�'.­�::'�--�---:-""'..'_.I-��:-_-,--�,--.',­---';-.-­-_1;--"--�_.--"�,_;--.--_-:­.,-.���''_.-­:�1 I��:-,,3­I�--_';.____--_-N"_­-,-�L��,..�--1-_:�e-I­1­.--�"'*'��-�,�'.I11_-".Ir".­Y-6-i-1­:-:_�1 7'�_�-,1'_­_"_-.1_.-1'`.-"-'-_--_"',__.-"­�_-'"�-�1_-'-'.,-­ _-�_�_":-I��-��----:--;11_'_;-­_-.9._.I,-_-.,-''-,'�1.1i�"-;:1"-_�-1"-'..-_w..��­_--._"'�._,,:­*_.�'�,"..-,1;'--�:�.%-'­,-_:�,�'-1--f�_..1.--­,_-1*_,.--�1.-�-.":--_._­...-­.-'.-".1-.,.�,"�­­��..''...*".-�,�'.'.-1'-.--_-­.-,_�'�'--"'.,��*.�.�']._-.-�_1`1­.I'�_',z.I-1-.-_::----"-,�_"I.,_:--_.1f_--.*�,,,-�1­*"-I�_,._'1.'-�,.­--'I.D--.._"���:'1'._�'w:_­-,,'�.-_111.�"-.'._."".N_,�- 'I.:._..i':.._:,.*­,..-'-z-_1._�,-.-...-_- acI peculiar to this design shall not bT\ oE udN 1 5 .. zo agre ment ha ben coibta r ed in writing The_` -_._ ("aa_W R 3.H 7Ett SAO3nl lXR "aE E1n L C PUtu Ry DNe S Ini IaTA iAl "Ys ---...-. 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ACCENT EIFS:VIRTUAL TAUPE;FREESTYLE FINISH 2. UPPER BODY FIELD EIFS:BALANCED BEIGE;SANDPEBBLE FINE FINISH I 3, MIDDLE BODY FIELD EIFS:DECOROUS AMBER;SANDPEBBLE FINE FINISH B1 1321 MILLERSPORT HWY PH, 716.691.0900 AMHERST,NY 14221 FAX 716,691.4773 4. MIDDLE BODY ACCENT EIFS:BALANCED BEIGE;SANDPEBBLE FINE FINISH 5. CORNICES AND ACCENT BANDING EIFS:AESTHI_411C WHITE;SANDPEBBLE FINE FINISH SA JOB#: DATE: 6. BASE BODY-CORONADO STONE;BELGIAN CASTLE-CARMEL MOUNTAIN T 1"'V'GROOVES AS SHOWN H{� UV 8. TRANSLUCENT CANOPY PORTE COCHERE � � ERIOR LIGHTING FIXTURE 3 DRAWING#: 9. HOLIDAY INN EXl RESS HALLMARK BRAND LXT KEY I L.AN A6 r 1 2 3 4 5 1 6 4 5 6 --t I 2 3 NOTICE This document,the property of,prepared and issued by the architect,is submitted for the specific project Al 5 namely�jnlidav Ttm Fxp�P��Ithaca and the 5 5 •�_30, recipient by accepting this document assumes custody and agrees that this document will not be copied or reproduced in part or in whole,and any special .................. features peculiar to this design shall not be 9/ 5 _.—.,.—.._-- incorporated in any other project,unless prior o � ±-19'-11 1 2" agreement has been obtained in writing.These TOT'OF PARAPET documents will be returned immediately upon completion of the project or upon the request of the architect. 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SILVESTRI ROOFTOP UNTIS NORTH ELEVATION ARCHITECTS(FACING PARKING LOT) r PC Bl � 1321 MILLERSPORT HWVY PH. 716.691.0900 AMHERST,NY 14221 FAX 716.691.4773 � -- — 0 SA JOB#: DATE: 31 0 -09-15 --1----I---"-.-----I----1--------—------------",----,-- ----------- ,--- , ,-- ---—-—-9---9---I------9---I--------------------I--1----,----------------------------------,----,, --------1-1---- -- ---- ---,--- --, -- -,----,-----"-'' ,,-----------,------,---,-------------,----1-I--------"-,- - --- I-L- I I--- I -,---1_______-,---L- ---------- H '(�� DRAWING#: ROOF HVAC SECTION G 3 ROOF HVAC SECTION KEY PLAN A-202 Al ,/,-_,W A6 ON 1nd 3 4 5 6 1 2 From: Katherine Lockwood Sent: Wednesday, October 21, 2015 9:05 PM To: Charles Pyott Subject: 215-221 W. Spencer pocket neighborhood Hi, I have four concerns about this project. My understanding is that there are 12 proposed units, and that 12 parking spaces will be provided. (1)The 500 block of S. Cayuga, as you know, is on a steep hill. Only one property on the block has off-street parking, due to the steepness of the street and the hill to the east. When the city redid the intersection of South Cayuga and West Spencer about a decade ago, on-street parking in front of several properties--including mine, at 501 South Cayuga,where I lived at the time and still own. Since then, both I and the owner of the adjacent property have converted these houses to rental properties. In my case, parking was a primary reason why I left the neighborhood. In my opinion, there is clearly already inadequate parking on the 400-600 blocks of S. Cayuga, and adding a development that provides only one parking space per unit (from how I am understanding the proposal) will certainly make this worse. It's already difficult enough to find reliable contractors to do work in the city unless you are a large landlord, and I have had several people turn down work requests because of the parking situation. I have had potential renters who look at the parking situation and then don't even look at the apartment. Worsening the parking situation by adding a new development will only hurt those of us who are already struggling with this situation that was worsened by the city when West Spencer was made into a two- way street and the intersection of S. Cayuga and W. Spencer was reconfigured. (2) If I am understanding the proposal correctly, one of the proposed accesses to this development is off the West side of the 500 block of S. Cayuga.This street is narrow, usually solidly parked, and effectively only one lane even in the summer- -two cars certainly can't ever pass each other in the winter.The city maintains this road VERY poorly in the winter. It is an extremely poor idea to add more traffic to this narrow, steep road. (3) When I turned the house into exclusively a rental property and received my certificate of occupancy, my four-bedroom unit was allowed only 3 renters if unrelated. When I asked why this was so (and it was long enough ago that I cannot remember who I spoke with) I was told it had to do with parking, and that related people would have fewer cars that unrelated people. (This, after the city removed parking in front of my house.) If this is accurate, how is it reasonable to allow NEW development that doesn't provide adequate parking? (4) Finally, southbound traffic on Cayuga St. theoretically has right-of-way over northeast bound traffic coming off of W. Spencer, where there is a stop sign. Even if I signal left (though I am going straight), about 20%of the time when I am proceeding straight up the hill, the person at the stop sign goes anyhow. Putting a stop sign on Cayuga St southbound would make it impossible to get up the hill in the winter--you have to rely on momentum to make it up.Adding more traffic going uphill on the 500 block of S. Cayuga will add to this problem. The stop sign on W. Spencer most definitely needs an addition such as "oncoming traffic does not stop," similar to the situation at Stewart Ave. and North Willard Way. Thank you, Katherine Lockwood Owner at 501 South Cayuga City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM-(FEAF)— Part III Project Name: Four Multi-Family Dwellings — 215-221 Spencer St. Date Created: 8/10/15 1 Updated:9/17/15 & 10/14/15 PROJECT DESCRIPTION The applicant proposes to build a new multi-family "pocket neighborhood" on a hillside site between W. Spencer St. and W. Cayuga St. The project will include four buildings, each of which will be 3 stories tall and contain 3 units (12 units total). A 12-car parking area is proposed with access off W. Cayuga Street. Site circulation will be organized with a series of landscaped stairs and terraces connecting through the site. The project also includes lighting, retaining walls, and landscaping. The project is in the R-3b Zoning District and requires a variance for parking. This is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance and the State Environmental Quality Review Act, and is subject to environmental review. IMPACT ON LAND The project site is in a residential neighborhood and was previously occupied by a building and gravel parking area. The site is steeply sloped (over 15% over the entire site) with a shale cliff along W. Spencer St. Existing conditions include small trees, brush, and groundcover, with some larger trees at the perimeter. Most of the vegetation will be removed; however, the applicant intends to preserve some larger perimeter trees. There is an existing curbcut and 4-5 vehicle gravel parking area off W. Cayuga Street. The applicant has submitted a letter dated September 16, 2015 to STREAM Collaborative from Parviz Akbari, EIT, and John S. Hutchinson, P.E, of Empire Geo-Services describing the results of a preliminary geotechnical evaluation of the project site. The following recommendations were provided: Based on the results of the subsurface investigation, the following preliminary geotechnical information and recommendations are provided with regard to the design of the building addition foundations. 1. It appears that spread foundations can be used to support the proposed buildings, provided that existing fill materials, former building remains and any unsuitable native soils, if present, are removed in their entirety from beneath foundation bearing grades. We anticipate that much of the fill will be removed in association with excavation for the lower or basement levels of the buildings. 2. Spread foundations should bear on suitable indigenous soil subgrades, bedrock, or on compacted structural fill which is placed over the indigenous soil subgrades or bedrock following excavation and removal of fill and/or unsuitable soils. 3. Some rock excavation may be necessary in establishing basement and/or foundation grades. Page 1 of 5 In order to provide a full geotechnical evaluation report and to include allowable soil and/ or rock bearing capacities, seismic site class, etc., further investigation and study will be necessary by completing a series of test borings at the site. It should be understood that issues relating to slope stability, if any, are outside the scope of this cursory evaluation and have not been considered herein. The applicant will provide the completed geotechnical study at its completion. The applicant is required to provide information regarding staging and travel route for removal of on-site soils. IMPACT ON WATER No impact anticipated. IMPACT ON DRAINAGE The project site is steeply sloped with 100% of the site having slopes over 15%. Construction activities on steep slopes have the potential to cause erosion of any exposed soils. Appropriate erosion- and sediment-control management practices should be implemented and maintained during site disturbance. Infiltration on the site is limited due to the presence of bedrock. The project is under review by the City Stormwater Management Officer. It will likely require a Basic SWPPP. No impact anticipated. IMPACT ON AIR The project site is in a medium-density residential neighborhood. Construction is expected to last approximately 12 months. Airborne dust from construction activities could have a negative impact during the construction period. The excavation and the preparation of foundations can also create the potential for increased dust and dirt particles in the air. The applicant should employ the following applicable dust-control measures as appropriate: • Misting or fog spraying site to minimize dust. • Maintaining crushed stone tracking pads at all entrances to the construction site. Re-seeding disturbed areas to minimize bare exposed soils. • Keeping roads clear of dust and debris. • Requiring trucks to be covered. • Prohibiting burning of debris on site. No impact anticipated. Page 2 of 5 IMPACT ON PLANTS&ANIMALS Most of the vegetation will be removed; however, the applicant intends to preserve some larger perimeter trees. The applicant has proposed a planting plan which will includes 23 new shade trees. No impact anticipated. IMPACT ON AESTHETIC RESOURCES The project site is in a residential neighborhood and was previously occupied by a building and gravel parking area. The site is steeply sloped with a shale cliff along W. Spencer St. Existing conditions include small trees, brush, and groundcover, with some larger trees at the perimeter. There is an existing curbcut and 4-5 vehicle gravel parking area off W. Cayuga St., which will be expanded and improved to accommodate 12 vehicles. Improvement and expansion of the parking lot requires a variance. Although this is an existing use — concerns have been expressed about the visual impact of a front yard parking lot on Cayuga St. The site will be terraced for the construction of the new buildings and to allow pedestrian access through the site. Due to site topography, numerous retaining walls will be required — portions of which will be up to 7 to 10 feet above grade. The height and scale of the buildings, and height and positioning of retaining walls, may impact adjacent residents. The applicant has submitted visualizations, as well as a site section to illustrate the relationship of the project to the neighborhood context. The applicant is proposing the following mitigations to address concerns about visual/aesthetic impact: • Vegetative screen (large evergreen trees and vines) blocking view of retaining walls • Installation of fencing (see Perspectives L001, dated 8/6/15) and landscaping to block view of parking lot from Cayuga Street adjacent property owners. No impact anticipated. IMPACT ON HISTORIC RESOURCES No impact anticipated. IMPACT ON OPEN SPACE AREA No impact anticipated. IMPACT ON TRANSPORTATION Portions of the currently-vacant lot are used informally for neighborhood parking. The new project will provide all required parking and will no longer be available for neighborhood use. The Lead Agency understands that the owner of the site has no responsibility to provide such parking, even though the loss of such parking will be an inconvenience to its current users. Page 3 of 5 No impact anticipated. IMPACT ON ENERGY No impact anticipated. IMPACT ON NOISE &ODORS The project site is in a medium-density residential neighborhood. Construction is expected to last approximately 12 months. Noise and odors, particularly during foundation work, will temporarily impact nearby residents. Noise-producing construction activities will be limited to 7:00 a.m. to 7:00 p.m., Monday through Saturday. IMPACT ON PUBLIC HEALTH The applicant has submitted a Phase 1 Environmental Site Assessment (ESA), prepared by Empire Geo Services, Inc. (NO DATE). The report concludes there are the following indications of ASTM Recognized Environmental Conditions (RECs) relative to 215 West Spencer Street: The chemical compounds trichloroethylene (TCE) and cis-1,2 DCE were identified within groundwater samples collected from two monitoring wells located at the subject site. The groundwater samples were collected as part of a larger area-wide investigation. The presence of impacted groundwater at the site represents and ASTM REC. Area wide vapor mitigation systems are noted at structures proximal to the subject site. Vapor intrusion has been documented at locations proximal to the subject site. The presence of vapors at the subject site is not documented however as there is currently no structure present. This report caused the Lead Agency to question who is responsible for contamination on the site and how it be handled during and after construction in order to ensure the safety of adjacent residents and future residents of the project. A follow-up letter, dated October 12, 2015, to Noah Demarest from William Jablonski of Empire Geo Services, explains that Morse Industrial facility is the Recognized Environmental Condition as it relates to the subject site at this time. The Record of Decision, Morse Industrial Corporation Site, Operable Unit No. 3 (ROD) has been included in the ESA. It specifically identifies the need for air quality monitoring in any new structure that is constructed within the plume of Operable Unit No. 3, which includes the project site at 215 West State Street. The letter concludes: Empire understands that future plans for the site include construction for residential use. It is our opinion that consideration should be given to the design and implementation of vapor mitigation measures (such as sub slab depressurization system and vapor barrier) that will address future indoor air quality concerns. The collection of air samples within the living space after construction has been completed may be necessary to demonstrate the effectiveness of the system. Page 4 of 5 Empire's environmental evaluation of the subject site did not indicate the likely presence of environmentally impacted soil at the subject site. It appears unlikely that special soil handling procedures will need to be implemented in the event of future construction. The ASTM process however notes that it is not possible to know subsurface conditions without having collected and analyzed environmental samples. Therefore the preparation of a Soil Management Plan should be considered. The Soil Management Plan details the procedures to undertake in the event that impacted soil is uncovered during construction and what measures should be applied prior to soil handling. Provisions typically include onsite storage, sampling, transport and disposal as required to maintain regulatory compliance. It is the Lead Agency's understanding that the applicant intends to develop a Soil Management Plan for construction and design, and install vapor mitigations systems in the new buildings in accordance with NYS Department of Health standards. No impact anticipated. IMPACT ON GROWTH &CHARACTER OF COMMUNITY OR NEIGHBORHOOD The Lead Agency has received public comment that the project is too large for the site and will negatively affect parking and vehicular circulation in the neighborhood. The Lead Agency finds that the project location is ideal for residential development as it is highly walkable and in close proximity to the downtown core and public transportation. The project site was historically used for residential development and contained a similarly scaled project that was destroyed by a fire. No impact anticipated.`" Prepared by: L. Nicholas Sr. Plan�n Page 5 of 5 PROPOSED RESOLUTION City of Ithaca Planning&Development Board Negative Declaration Four Multi-Family Dwellings 215-221 Spencer Street October 27, 2015 WHEREAS: the City of Ithaca Planning and Development Board has one pending application for Site Plan Approval for four multi-family dwellings to be located at 215-221 Spencer St., by Noah Demarest for PPM Homes(Ed Cope), and WHEREAS: the applicant proposes to build a new multi-family "pocket neighborhood" on a hillside site between W. Spencer St. and W. Cayuga St. The project will include four buildings, each of which will be 3 stories tall and contain 3 units (12 units overall). A 12-car parking area is proposed with access off W. Cayuga Street. Site circulation will be organized with a series of landscaped stairs and terraces that connect through the site. The project also includes lighting, retaining walls, and landscaping. The project is in the R- 3b Zoning District and requires an Area Variance for parking, and WHEREAS: this is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance and the State Environmental Quality Review Act, and is subject to environmental review, and WHEREAS: the Planning Board, being the local agency which has primary responsibility for approving and funding or carrying out the action, did on June 23, 2015 declare itself Lead Agency for the environmental review of the project, and WHEREAS: the City of Ithaca Conservation Advisory Council, Tompkins County Planning Department, and other interested parties have been given the opportunity to comment on the proposed project and any received comments have been considered, and WHEREAS: the Planning Board, acting as Lead Agency in environmental review, has on October 27, 2015 reviewed and accepted as adequate: a Full Environmental Assessment Form(FEAF), Part 1, submitted by the applicant, and Parts 2 and 3, prepared by Planning staff; and the following drawings: "Survey Map,No. 215- 221 W Spencer Street, City of Ithaca, Tompkins County, New York," dated 2/15/12, and prepared by T.G. Miller P.C.; "Site Demo Plan and Layout Plan (L101)," "Grading Plan and Planting Plan (L102)," `Site Section (L501)," and "Site Utility Plan (C102)," all dated 9/17/15; and "Perspectives (L001)," dated 8/6/15; and "Area Plans Buildings A & B (A100)," "Building A Elevations (A201A)," "Building A Elevations (A202A)," "Building B Elevations (A201B)," "Building B Elevations (A202B)," "Area Plans Buildings C & D (A100C)," "Building C&D Elevations (A201C)," and "Building C&D Elevations (A202C)," dated 7/8/15 and all prepared by STREAM Collaborative; and other application materials,now, therefore, be it RESOLVED: that the City of Ithaca Planning and Development Board determines the proposed project will result in no significant impact on the environment and a Negative Declaration for purposes of Article 8 of the Environmental Conservation Law be filed in accordance with the provisions of Part 617 of the State Environmental Quality Review Act. Moved by: Seconded by: In Favor: Against: Abstain: Absent: Lewis Vacancies: 0 4 : CITY OF ITHACA PoRAS�1� Board of Zoning Appeals — Notice of Appeal APPEAL #2991 416-418 EAST STATE STREET (BEN ROSENBLUM) Appeal of Ben Rosenblum, owner of 416-418 East State Street, for Area Variances from Section 325- 8, Columns 10, 12, and 13,Percentage of Lot Coverage, Side Yard, and Other Side Yard,requirements of the Zoning Ordinance. The applicant purposes to renovate the existing building at 416-418 East State Street, which is now partially occupied. One apartment occupies the second floor and a portion of the first floor is used as office space. In the past, the major portion of the first floor space was used as a printing plant and is now vacant. The applicant proposes to renovate this space for a new 800-SF bar and create an additional office spaces. In order to convert the unoccupied space on the first floor to the new permitted uses,the applicant must obtain variances for existing deficiencies. The property at 416-418 has existing deficiencies pertaining to lot coverage, side yard, and other side yard setbacks. Percentage of lot coverage is 60%; allowed is 50%. The building also is deficient in side yard and other side yard setbacks. The side yard to the west of the building is 0.02 feet; required is 10 feet. The other side yard to the east of the building is 0.1 feet; required is 5 feet. The new bar, the office spaces, and the apartment require 32 off-street parking spaces. There is one space for handicapped parking and a space reserved for the apartment in the front yard of 416-418 East State Street. The applicant states a Memorandum of Agreement is being signed with Argos Inn at 408 East State Street, a contiguous property west of 416-18 East State Street, where the 31 spaces needed for the bar and office uses at 416-18 East State Street can be met at the Argos Inn under a shared parking agreement. The property at 416-418 East State Street is in a B-4 Zoning District where the proposed bar, office space, and apartment space are permitted. However, Section 325-38 requires that variances be granted before a Building Permit is issued. 1 City of Ithaca Board of Zoning Appeals Worksheet Appeal Number BZA-2991 Address 416-418 East State Street Use District B-4 Date 11/3/2015 Applicant Scott Whitham Owner Ben Rosenblum-East State LLC Application Type: Area Variance Column 2 3 4 5 6 7 8 9 10 11 12 13 14115 16 Number Accessory Off-Street Off-Street Lot Area(Sq. Number of Height in %of Lot Other Side Rear yard: %of depth Minimum Column Title Use Use Parking Loading Feet) Stories Feet Coverage Lot Width(Feet) Front YardYazd Side Yard or number of feet, Building whichever is less Height ResidentialN Existing Condition Commer acaer cial 3 12850 85.5' 2 24+ 60% 28' .02' .01, 21'or 14.4% and Use Building District Service 15%or 20',but not Regulations Business 1 0 30( 4 40 50% None 10 5 less than 10' None for Existing District Note Non- Conforming OK N/A OK N/A OK OK OIL OK Dcf. OK Def. Dcf. OK N/A Conditions Proposed Mixed Use Condition Building *40 12850 85.5' 24+ 6011„ 28' .02' .01' 21'or 14.4% and/or Use District Service 15%or 20',but not Regulation Business 40 0 3000 H 4 40 50% None 10 5 less than 10' None for Proposed District Note Non- Conforming OK Nin OK N/A OK OK OK OK Dcf. OK Del'. Def. OK N/A Conditions for Proposal Notes: * 37 parking spaces are to be leased from Gateway Plaza Associates and 3 parking spaces are located on the 416-418 E. State Street parcel. CITY OF ITHACA BOARD OF ZONING APPEALS APPEAL BUILDING PERMIT# 32973 APPEAL NO. HEARING DATE August 4,2015 RECEIPT# APPLICATION FOR: 1. Type of Appeal. .Appeal is made herewith for: ( ) An Appeal of an action, decision or interpretation of the Zoning Enforcement Officer ( }A Special Permit under the Zoning Ordinance (X)An Area Variance from the Zoning Ordinance ( )A Use Variance from the Zoning Ordinance 2. Appellant: Ben Rosenblum-East State LLC 1 Scott Whitham (Name of appellant) 59 Powers St.,Unit 1 1123 S.Cayuga St.,Suite 201 Brooklyn,NY 11211 /Ithaca,NY 14850 (Address of Appellant) (City) ('State) (Zip Code) 607.379.9175 (Telephone# of appellant) (Fax#of appellant-optional) 3. Location of Property_416-418 East State Street B-4 Zoning District (Number& Street) (Use District on Zoning Map) Property Owner Ben Rosenblum-East State LLC (Name of Owner) 59 Powers St.,Unit 1 Brooklyn, NY 11211 (Address of Owner) (City) (State) (Zip Code) 4. Provision(s) of the Zoning Ordinance Appealed. (Indicate the article, section, subsection and paragraph of the Zoning Ordinance being appealed,by number. Do not quote the ordinance.) Lot Coverage:325-8,A(10) Setbacks:325-8,A 0 2) NA-Off-Street Parking:325-8,A(4) BOARD OF ZONING APPEALS Page 2 Appeal No. 5. Previous Appeal: A previous appeal ( )has (X)has not been made with respect to this proposal and was(were)made in Appeal No. , dated 19 Appeal No. , dated 19 Appeal No. , dated 19 Appeal No. , dated 19 6. Reason for Appeal: Attach sheets that describe the interpretation that is claimed, or the use for which a special permit is sought, or the details of the variance or exception applied for and the grounds for which it is claimed that the variance should be granted, as the case may be. You should describe fully the use contemplated, and the physical characteristics of the property as they relate to zoning issues, giving figures for numbers of tenants, employees, users,and off-street parking spaces, as required. A dimensioned plot plan clearly illustrating the location and outlines of all buildings on the property,and lot lines is required,as well as elevation drawings for new construction may be required. Unless these drawings and/or plans are on 8-1/2"x 11" sheets, suitable for reproduction,you will need to provide 8 sets of the drawings. Please refer to the information sheets and the Zoning Ordinance which describe the factual information required for each type of appeal for evidence to be presented as well as the Zoning Ordinance and attach your facts as exhibits to this application. Attached please find the following information: -A description of the concerns that relate to development restrictions,the proposed development,and the reason for the appeal. - Drawings of the Project Location, Existing Survey and Conditions,Code Review, Proposed Buildng and Site Plans,and Building Elevations REASON FOR APPEAL: The following description outlines the concerns that relate to development restrictions,the proposed development, and reason for the appeal at 416-418 E.State St.: The proposed development and renovation for the property located at 416-418 E. State St. is for a mixed use building to include a bar, existing and expanded office space, one apartment, and unoccupied storage as an accessory use to the bar and office spaces.The exterior landscape will also be renovated.The front yard will have a stripped parking lot with a handicapped space, and a handicapped accessible ramp for access to the front entry of the building.The landcape will be replanted with new plants.The back entry will also be formalized with a small deck and a set of stairs that connect the entrance to the base of the retaining wall in the Argos Inn parking lot.An easement agreement is being signed between the two owners of the property. The existing building is legally non-conforming for office and light industrial uses. Therefore,the redevelopment will include a change of use for large portions of the building. All proposed uses are permitted as of right with the B-4 zoning district in which the building resides. Likewise,the building and property complies with zoning for lot size,width at street, number of stories, building height,front and rear yards,and minimum building height. A"Zoning Determination"was made by the Director of Zoning Administration, Phyllis Radke,for the property at 416-418 E. State St. Over the years,the building was expanded in size and with new uses that were not approved, or have been made illegal through the sale of the adjacent parcel at 406-410 E State St. As a result,the property now has zoning deficiencies in relation to both side yard setbacks and lot coverage (see Site Plan). In addition, depending on the uses in the proposed development,the property is limited in parking. However,the proposed development for the property includes provisions to satisfy all parking requirements with shared parking, and therefore, does not need a parking variance.A Memorandum of Agreement is being signed between East State LLC and Gateway Plaza Associates, LLC. For the Bar and Restaurant, 22 parking spaces will be reserved for patrons from 4:30 PM to 1:30 AM. For the Office, 15 parking spaces will be reserved for patrons from 8:00 AM to 5:00 PM.A variance is being sought to permit the zoning deficiencies. The side yard setback on the east is deficient for less than 18 linear feet of the entire east building face,which is just over 112 linear feet,with a least setback dimension of+/-3.6: A residential building is located a little over 11'from the building along the east side. The side yard setback on the west is as small as+/-0.2'and increases to +/-1.1'at the northwest corner. The entire west fa4ade abuts the parking lot for the Argos Inn at 406-410 E State St. The development proposal includes a permanent easement along the west side to increase the effective setback for potential building code purposes (increased openings). The lot coverage of the existing building is currently 60%of the lot area whereas 50% is the maximum allowed. No enlargement of the building,footprint or height, is planned at this time. BOARD OF ZONING APPEALS Page 3 Appeal No. I certify that the information submitted with the appeal is true to the best of my knowledge and belief, and that I have read, and am familiar with those sections of the City of Ithaca Zoning Ordinance that apply to this appeal, (including Section 32540, which describes the powers and duties of the Board of Zoning Appeals).I also acknowledge that the Board of Zoning Appeals may visit the property and specifically permit such visits_ e Ole. Signat e of Appellant` Sworn to this day of PEORO G ALVAREZ T1 4 , 20 15 Notary Public- State of New York N0. OiAL6282s38 Qualified in New York ou ty My Commission Expires l o -y pub C Appellant must be the owner of the property,unless an Owner's Authorization farm designating an authorized representative its filed with the appeal. PLEASE SUBMIT ORIGINAL APPLICATION TO: City of Ithaca Building Department Phone:(607)274-6508 108 E. Green St. Fax: (607) 274-6521 Ithaca,NY 14850 use Application of SEAR determination: Type I Type 2 Unlisted Environmental Assessment form used: Short Environmental.Assessment Form Long Environmental Form Lead Agency Determination of Significance Building Permit Application#(if any) Date Received Date I st Hearing Dates Subsequent Hearings Zoning District Revised 9/14 CITY OF ITHACA BOARD OF ZONING APPEALS APPEAL NUMBER: NOTIFICATION OF PROPERTY OWNERS APPLICATION BY: Ben Rosenblum 1 Scott Whitham (Name of Appellant) SUBJECT PROPERTY: 416-418 East State Street DATE OF HEARING: August 4, 2015 PERSONS NOTIFIED: ADDRESS OF PROPERTY WITHIN 200 FEET OF SUBJECT PROPERTY: OWNER: MAILING ADDRESS: see attached PERSONS NOTIFIED: ADDRESS OF PROPERTY WITHIN 200'OF OWNER: MAILING ADDRESS: SUBJECT PROPERTY: 408 E.State St. Unity Inn, LLC same Ithaca, NY 14850 401 E.State St. GPA Management, LLC 323 North Tioga Street Ithaca, NY 14850 Ithaca, NY 14850 419 E.Seneca St. Virginia L.August same Ithaca, NY 14850 Matthew Clark 417 E.Seneca St. Benjamin D. Piekut same Ithaca, NY 14850 Ann P. Lewandowski 108 Schuyler Pl. Neil M.Schill PO Box 7124 Ithaca, NY 14850 Katherin Achenbach Ithaca, NY 14851 118 Schuyler Pl. TimothyT.Terpening 404 North Wilbur Ave. Ithaca, NY 14850 Sayre, PA 18840 422-24 E.State St. Jonah Freedman same Ithaca, NY 14850 Alicia Freedman 112 Schuyler Pl. William F.Olney 914 E.State St. Ithaca, NY 14850 Ithaca, NY 14850 420 E.State St. Rosetree Propeties, LLC 209 S.Geneva St. Ithaca, NY 14850 Ithaca, NY 14850 500-550 E.Seneca Cornell University P.O. Box DH Ithaca, NY 14850 Ithaca, NY 14853 431 E.Seneca Thomas Borg 407 W.Seneca St. Ithaca, NY 14850 Margarette Borg Ithaca, NY 14850 427 E.Seneca St. Charles Warner Trent Bradley same Ithaca, NY 14850 Charles Randolph Bradley 423 E.Seneca St. Alyssa B.Apsel same Ithaca, NY 14850 413 E.State St. David L.McFarren 1284 Ellis Hollow Road Ithaca, NY 14850 Ithaca, NY 14850 116 Schuyler Pl. Joseph G.Giordano 100 Christopher Cir. Ithaca, NY 14850 Alexandra D.Giordano Ithaca, NY 14850 415 E.State St. Louis A. Licari 4445 Waterburg Rd. Ithaca, NY 14850 Trumansburg, NY 14886 404-406 NY 76 140 Seneca Way, LLC P.O. Box 678 Ithaca, NY 14850 Vestal, NY 13851 15 A BRIEF DESCRIPTION OF THE FACTS CONCERNING THE APPEAL FOLLOWS: Applicants should explain here WHAT they propose to do; HOW it differs from the present use,development or signage on the property;and WILY the proposal requires a variance, interpretation or special permit. It should be in sufficient detail for the average person to understand basically what is proposed and how it may affect them.Additional information,including a plan or sketch of the proposal,and the REASONS for it,may be attached on additional pages. DESCRIPTION The following description outlines the concerns that relate to development restrictions,the proposed development, and reason for the appeal at 416-418 E.State St.: The proposed development and renovation for the property located at 416-418 E.State St.is for a mixed use building to include a bar,existing and expanded office space,one apartment,and unoccupied storage as an accessory use to the bar and office spaces.The exterior landscape will also be renovated.The front yard will have a stripped parking lot with a handicapped space,and a handicapped accessible ramp for access to the front entry of the building.The landscape will be replanted with new plants.The back entry will also be formalized with a small deck and a set of stairs that connect the entrance to the base of the retaining wall in the Argos Inn parking lot.An easement agreement is being signed between the two owners of the property. The existing building is legally non-conforming for office and light industrial uses. Therefore,the redevelopment will include a change of use for large portions of the building. All proposed uses are permitted as of right with the B-4 zoning district in which the building resides. Likewise,the building and property complies with zoning for lot size, width at street,number of stories,building height,front and rear yards,and minimum building height. A"Zoning Determination"was made by the Director of Zoning Administration,Phyllis Radke,for the property at 416-418 E.State St. Over the years,the building was expanded in size and with new uses that were not approved,or have been made illegal through the sale of the adjacent parcel at 406-410 E State St. Asa result,the property now has zoning deficiencies in relation to both side yard setbacks and lot coverage(see Site Plan).In addition,depending on the uses in the proposed development,the property is limited in parking and could require a parking variance. However,the proposed development for the property includes provisions to satisfy all parking requirements with shared parking,and therefore,does not need a parking variance.A Memorandum of Agreement is being signed between East State LLC and Gateway Plaza Associates, LLC.For the Bar and Restaurant,22 parking spaces will be reserved for patrons from 4:30 PM to 1:30 AM.For the Office, 15 parking spaces will be reserved for patrons from 8:00 AM to 5:00 PM.A variance is being sought to permit the zoning deficiencies. The side yard setback on the east is deficient for less than 18 linear feet of the entire east building face,which is just over 112 linear feet,with a least setback dimension of+1-3.6'. A residential building is located a little over 11'from the building along the east side. The side yard setback on the west is as small as+1-0.2'and increases to+I-1.1'at the northwest comer. The entire west facade abuts the parking lot for the Argos Inn at 406-410 E State St. The development proposal includes a permanent easement along the west side to increase the effective setback for potential building code purposes(increased openings). The lot coverage of the existing building is currently 60%of the lot area whereas 50%is the maximum allowed. No enlargement of the building,footprint or height, is planned at this time. Further information on the appeal may be obtained from the undersigned,or from the City Building Department, 108 East Green Street, Ithaca, NY(607)-274-6508,where the appeal may be seen, and where information on the appeal process or the Ordinances can also be obtained from 8:00 A.M.-4:00 P.M., Monday-Friday. 123 S.Cayuga Street Ithaca, NY 14850 June 19,2015 Signature Address Date ZM Revised l l/98 NOTICE OF APPEAL REGARDING ZONING OR SIGN ORDINANCE, CITY OF ITHACA, NEW YORK APPEAL NO. TO: Owners of property within 200 feet of 416-418 East State Street Ithaca, NY 148SO and others interested. FROM: Ben Rosenblum- East State LLC/Scott Whitham name ot person or agency making appeal) REGARDING:(check appropriate spaces) 1. A variance to permitted use X area regulations sign regulations and/or 2. Interpretation of zoning regulations sign regulations, and/or 3. Application for a special permit, applicable to the property named above, in a(n) B-4 zone. CITY REGULATIONS REQUIRE THAT YOU BE NOTIFIED OF THIS APPEAL, AS DESCRIBED BELOW, TO GIVE YOU THE OPPORTUNITY TO COMMENT ON IT AND TO ATTEND THE MEETINGS LISTED BELOW. ANYONE WHO IS CONSIDERED AN INTERESTED PARTY MAY SPEAK FOR OR AGAINST THE APPEAL AT THESE MEETINGS, OR MAY SUBMIT A WRITTEN STATEMENT OR LETTER CONCERNING IT, ADDRESSED TO THE BOARD OF ZONING APPEALS, FOR THE INFORMATION OF THE BOARDS. THERE IS A TIME LIMIT OF 3 MINUTES 1N WHICH EACH INTERESTED PARTY MAY ADDRESS THE BOARD OF ZONING APPEALS. THE BOARD OF ZONING,; APPEALS BASES ITS DECISION MAINLY ON THE WRITTEN EVIDENCE PRESENTED AND THE TESTIMONY OF INTERESTED PARTIES AT THE HEARING. IF YOU DESIRE TO REVIEW THE CASE FILE, IT WILL BE AVAILABLE FOR YOUR INSPECTION DURING BUSINESS HOURS IN THE BUILDING DEPARTMENT. THE ENTIRE RECORD SHOULD BE AVAILABLE BEGINNING THE TUESDAY BEFORE THE SCHEDULED BOARD OF ZONING APPEALS MEETING. THIS APPEAL HAS BEEN REFERRED TO THE PLANNING & DEVELOPMENT BOARD. THE BOARD OF ZONING APPEALS IS THE DECISION- MAKING BOARD FOR ZONING APPEALS AND THE PLANNING & DEVELOPMENT BOARD ACTS AS AN ADVISORY BOARD. IF YOU WOULD LIKE INFORMATION ON THE MEETING DATES/TIMES FOR. THE PLANNING & DEVELOPMENT BOARD, PLEASE CONTACT THE DEPARTMENT OF PLANNING & DEVELOPMENT AT 274-6551. City regulations require that you be notified of the appeal described below, to give you the opportunity to comment on it and to attend the meetings listed below. Anyone who is considered an interested party may speak for or against the appeal at these meetings, or may submit a written statement concerning the appeal, addressed to the Board of Zoning Appeals. There is a time limit of 3 minutes for any interested party wishing to address the Board. The Board of Zoning Appeals bases its decision partly on the written evidence and testimony presented at the hearing. if you desire to review the case file, it will be available for inspection during business hours in the Building Department. The entire record will be available on the Thursday before the scheduled Board of Zoning Appeals meeting. This appeal has been submitted to the Planning & Development Board. The Board of Zoning Appeals is the decision-making board for zoning appeals. The Planning & Development Board acts as an advisory board. The Planning & Development Board normally meets at 6:00 on the 4t"' Tuesday of the Month. If you would like more information on the Planning & Development Board, contact the Department of Planning & Development at 607-274-6551 For additional information on the zoning appeals process, please contact the Building Department at 607-274-6508. The Board of Zoning Appeals will conduct a public hearing on the appeal at its meeting on August 4,2015 at 7:00 PM in the Common Council Chambers. The Board of Zoning Appeals will make its ruling based on zoning and legal considerations. over x CITY OF ITHACA SHORT ENVIRONMENTAL ASSESSMENT FORM (SERF) Proiect Information (to be completed by applicant or project sponsor) 1. Applicant/Sponsor: 2. Project Name: Ben Rosenblum-East State LLC/Scott Whitham 416 East State Street 3. Project Location: 416-418 East State Street, Ithaca, NY 14850 4. Is Proposed Action: O New O Expansion ® Modification/Alteration 5. Describe project briefly: It is a 2-story, 8,396 gsf existing building.Ground floor includes bar/restaurant, storage,and offices.The upper floor will have 1 apartment. 6. Precise Location (road intersections,prominent landmarks, etc., or provide map): Eastern downtown Ithaca;400 block of E.MLK Jr./E.State Street;East of The Argos Inn and across from Gateway Center. 7. Amount of Land Affected: Initially: 12,850 Acres o Sq. Ft. Ultimately: 12,850 Acres orED 8. Will proposed action comply with existing zoning or other existing land use restrictions? Project is requesting an area variance to redevelop an existing,former manufacturing space.The building's 0 Yes ® No If no, describe briefly: ground floor will be converted into a bar/restuarant with storage and office spaces,while a residence will be on the 2nd floor. 9. What is present land use in vicinity of project: 0 Residential O Industrial O Agricultural O Parkland/Open Space ® Commercial O Other Describe: Multi-story apartments,hotels,commercial businesses and offices,restaurants, and parking garages are in vicinity 10. Does action involve a permit/approval or funding, now or ultimately, from governmental agency (federal/state/local): ICI Yes O No If yes, list agency name and permit/approval type: Board of Zoning Appeals;Area and Use Variance 11. Does any aspect of the action have a currently valid permit or approval? O Yes ICI No If yes, list agency name and permit/approval type: 12. As a result of proposed action, will existing permit/approval require modification? O Yes ® No I certify the information provided above is true to the best of my knowledge. PREPARER'S SIGNATURE: DATE: 06/19/2015 PREPARER'S TITLE: Scott Whitham, President,Whitham Planning & Design, LLC REPRESENTING: Ben Rosenblum, East State LLC WHITHAM PLANNING br DESIGN, LLC OCTOBER 16, 2015 BOARD OF ZONING APPEALS CITY OF ITHACA 108 EAST GREEN STREET ITHACA, NY 14850 RE: 416-418 EAST STATE STREET—UPDATED SUBMISSION DEAR CITY OF ITHACA BOARD OF ZONING APPEALS: ON BEHALF OF THE APPLICANT, EAST STATE LLC, WE ARE DELIGHTED TO PRESENT UPDATED DRAWINGS OF THE PRINTING PRESS FOR THE REVIEW OF THE BOARD OF ZONING APPEALS. ATTACHED PLEASE FIND THE FOLLOWING DOCUMENTS, WHICH CONSTITUTE AN UPDATED SUBMITTAL PACKET FOR THIS PROJECT: 1. A VISION STATEMENT DESCRIBING THE PRINTING PRESS AND THE APPLICANT'S VISION FOR THE SPACE 2. CODE ANALYSIS PLANS (REVISED) 3. COMBINED SITE, ZONING & LANDSCAPE PLAN (REVISED) 4. PARKING DIAGRAM (REVISED) THE FORMER PRINTING-PRESS CINDERBLOCK ARCHITECTURAL SECTION OF THE BUILDING, WHICH OPERATED THROUGH THE 1960S, HAS NOT HAD ANY UPKEEP AND IS CURRENTLY IN A DILAPIDATED STATE WITH CRUMBLING CONCRETE AND PEELING PAINT. ALLOWING THIS BUILDING TO REMAIN IN THIS CONDITION DOES LITTLE TO SUPPORT THE SUBSTANTIAL INVESTMENTS THAT NEIGHBORS HAVE MADE IN THEIR PROPERTIES IN THE EAST HILL HISTORIC DISTRICT. THE OPEN FLOOR PLAN AND SPACE PROVIDED BY THIS PART OF THE STRUCTURE LENDS ITSELF TO A GATHERING SPACE AND PUBLIC VENUE, WHICH THE OWNER, EAST STATE LLC, ENVISIONS AS A SMALL, MODEST, INTIMATE BAR AND LOUNGE (NOT A NIGHTCLUB OR CONCERT VENUE, AS IT HAS IN SOME INSTANCES BEEN MISINTERPRETED), SIMILAR IN QUALITY TO THE ARGOS INN. IN ADDITION THERE WILL BE OFFICE SPACED ADDED. ZONED AS B-4, THE PROPERTY IS CONTIGUOUS TO BOTH THE UPHILL RESIDENTIAL ZONE AND THE DOWNHILL DOWNTOWN ZONE. ACCORDINGLY, THE BUILDING IS PROPOSED AS A MIX OF USES TO TRANSITION BETWEEN THE TWO AREAS WITH THE LOUNGE ON THE DOWNHILL SIDE AND OFFICE CLOSER TO THE RESIDENTIAL ZONE. PHONE 607.379.9175 EMAIL: WHITHAM@ WHITHAMDESIGN.COM123 S. CA YUGA STREET SUITE 201 ITHACA, NY WHITHAM PLANNING br DESIGN, LLC ZONING THE EXISTING BUILDING IS LEGALLY NON-CONFORMING FOR OFFICE AND LIGHT INDUSTRIAL USES. THEREFORE, THE REDEVELOPMENT WILL INCLUDE A CHANGE OF USE FOR LARGE PORTIONS OF THE BUILDING. ALL PROPOSED USES ARE PERMITTED AS OF RIGHT WITH THE B-4 ZONING DISTRICT IN WHICH THE BUILDING RESIDES. THE PROPERTY CURRENTLY HAS ZONING DEFICIENCIES IN RELATION TO BOTH SIDE YARD SETBACKS AND LOT COVERAGE RESULTING FROM PAST USE AND DEVELOPMENT OF THE PROPERTY AND BUILDING. IN ADDITION, DEPENDING ON THE USES IN THE PROPOSED DEVELOPMENT, THE PROPERTY IS LIMITED IN PARKING. HOWEVER, THE PROPOSED DEVELOPMENT FOR THE PROPERTY INCLUDES PROVISIONS TO SATISFY ALL PARKING REQUIREMENTS WITH SHARED PARKING, AND THEREFORE, DOES NOT NEED A PARKING VARIANCE. THIS ARRANGEMENT IS DESCRIBED IN THE FOLLOWING SECTION AND IN THE ATTACHED DRAWINGS ON PAGE 4. PARKING AS PER SECTION 325-20(D)3, OFF-STREET PARKING ORDINANCE, THIS PROJECT WILL PROVIDE THE REQUIRED MAXIMUM NUMBER OF OFF-STREET PARKING SPACES. THE SHARED PARKING PROPOSAL TO ACCOMMODATE THE ADAPTIVE REUSE OF THE BUILDING AT 416-418 E. STATE HAS SHIFTED TO THE USE OF THE NEIGHBORING ARGOS PARKING LOT. THE OWNERS OF ARGOS INN AND OF 416-418 E. STATE STREET HAVE DRAFTED AND AGREED TO THE FOLLOWING PRELIMINARY TERMS: - 8AM-4PM: SHARED PARKING IN ARGOS ASSIGNED TO 416 E. STATE OFFICES - 4PM-9PM: PARKING IN THE ARGOS INN / BAR ARGOS LOT WILL BE TO PATRONS OF THE BAR ARGOS - 9PM-1:30AM: PARKING WILL BE PROVIDED FOR 416 E. STATE LOUNGE THE ATTACHED DIAGRAM OF USES AND SHARED PARKING BETWEEN THE TWO PROPERTIES DESCRIBES THIS ALLOCATION OF SHARED PARKING BETWEEN THE ARGOS AND 416-418 E. STATE STREET. TWO PARKING SPACES, ONE FOR ADA AND ANOTHER DEDICATED TO THE EXISTING APARTMENT, WILL REMAIN ON-SITE. THE EXISTING PARKING AREA WILL BE FORMALIZED TO PROVIDE SAFER ACCESS TO AND FROM THE PROPERTY. AN ADA COMPLIANT PATH IS ALSO PROVIDED, TAKING ADVANTAGE OF THE EXISTING GRADE ON SITE. THE LANDING AT THE FRONT OF THE PROPERTY AND CONNECTING TO THE ADA PATH WILL BE EXPANDED TO ACCOMMODATE THE 5' TURNING CIRCLE REQUIRED FOR ADA ACCESS. PHONE 607.379.9175 EMAIL: WHITHAM@ WHITHAMDESIGN.COM123 S. CA YUGA STREET SUITE 201 ITHA CA, NY WHITHAM PLANNING br DESIGN, LLC LANDSCAPE THE PROPOSED LANDSCAPE DESIGN AIMS TO ADD AESTHETIC VALUE AND GREATER FUNCTIONALITY TO THE EXISTING FRONT AND SIDE YARDS. AS THE PROPERTY EXISTS, A NARROW SECTION OF LAND ALONG THE EAST SIDE OF THE BUILDING MAKES IT DEFICIENT IN SETBACK REQUIREMENTS FROM THE PROPERTY LINE. A 3-CAR PARKING AREA, LAWN AREA, AND CONCRETE PATH TO THE SOUTH AND EAST ENTRANCES ARE LOCATED IN THE FRONT OF THE PROPERTY CONNECTING TO EAST STATE STREET / MLK JR. AVENUE. THE FRONT ENTRANCE TO THE BUILDING IS CURRENTLY NOT ADA ACCESSIBLE. THE GOALS OF THE DESIGN ARE TO: 1) REINFORCE THE EXISTING PEDESTRIAN AND VEHICULAR ROUTES, CREATING SAFER ACCESS TO THE SITE AND BUILDING; 2) PROVIDE VISUAL SCREENING BETWEEN THE PROPERTY AND ADJACENT RESIDENTIAL PROPERTIES; 3) PROVIDE AESTHETIC VALUE TO A DEGRADING SITE; AND 4) PROVIDE SOUND ATTENUATION BETWEEN THE SITE AND SURROUNDING NEIGHBORHOOD. THE DESIGN INTENDS TO INCREASE PEDESTRIAN AND VEHICULAR SAFETY. SHARED PARKING IS PROVIDED VIA THE ARGOS PARKING LOT, AND THE EXISTING PARKING AREA IS FORMALIZED WITH STRIPING AND PROVIDES A DESIGNATED HANDICAPPED PARKING SPACE. WITH THE RENOVATION OF THE PARKING AREA, CARS LEAVING THE PROPERTY ARE ABLE TO TURN AROUND AND EXIT FACING FORWARD. THE PROPOSED ADA COMPLIANT PATH FROM THE PARKING AREA IS AT A SLOPE OF 7.8%, TAKING ADVANTAGE OF THE EXISTING TOPOGRAPHY RATHER THAN INSTALLING A RAILED RAMP. THE TWO EXISTING CONCRETE WALKWAYS PERPENDICULAR TO THE E. STATE STREET SIDEWALK MAINTAIN PEDESTRIAN ACCESS TO THE TWO ENTRANCES ON THE SOUTH AND EAST SIDE OF THE BUILDING. SHRUBS AND PERENNIALS WILL BE PLANTED IN BEDS ALONG THE PEDESTRIAN WALKWAYS AND ADJACENT TO THE BUILDING. THE AREA ON THE SOUTHEAST SIDE OF THE PROPERTY WILL BE PLANTED TO PROVIDE VISUAL SCREENING AND SOUND ATTENUATION FOR THE ADJACENT PROPERTIES. ALL BUT TWO EXISTING STREET TREES WILL REMAIN, WHICH ARE INVASIVE NORWAY MAPLES. AT THE REAR OF THE PROPERTY, THE EXISTING ESTABLISHED VEGETATION ON THE NORTHEAST AREA WILL REMAIN IN ORDER TO NOT DISTURB THE STEEP SLOPE. THE DESIGN AND PLANT SELECTION IS INTENDED TO ABSORB, DEFLECT, AND REFRACT SOUND, PROVIDING SOUND BARRIERS IN ORDER TO ENSURE ANY ACTIVITY ON THE SITE COMPLIES WITH THE CITY OF ITHACA'S NOISE ORDINANCE. PHONE 607.379.9175 EMAIL: WHITHAM@ WHITHAMDESIGN.COM123 S. CA YUGA STREET SUITE 201 ITHA CA, NY WHITHAM PLANNING br DESIGN, LLC WE LOOK FORWARD TO CONTINUING TO WORKING WITH YOU AND PRESENTING THE PROJECT AT YOUR DECEMBER MEETING. IF YOU HAVE ANY QUESTIONS OR REQUIRE ADDITIONAL INFORMATION, PLEASE FEEL FREE TO CONTACT ME. SINCERELY, SCOTT WHITHAM PHONE.•607.379.9175 EMAIL: WHITHAM@WHITHAMDESIGN.COM123 S. CA YLIGA STREET SUITE 201 ITHACA, NY THE PRINTING PRESS pp. r " II -. d W ` 9 y 4 "ml im _.a - - BOARD OF ZONING APPEALS - UPDATED SUBMISSION: OCTOBER 16, 2015 WHITHAM EAST STATE, LLC JA S 014 K DilzI AiRE-ST PLANNING& DESIGN, LC AKA C H I T S T AJASON K DEMAREST WARCHITECT w jxd—hiteoe.eom OFFICE MEETING/ ❑ CONF. ROOM 350 SF � ❑ j ❑ ❑ z ❑ o El ❑❑ . ! LOUNGE ❑ 800 SF H 11 '� OFFICE 4 I '' Z 1530 SF ❑❑ ❑ o OFFICE 3 0 0 0 0 '0 0 0 0 0 0 0 ii 643 SF , LL I I Z MENS WOMENS RESTRM. RESTRM. Q 90 SF 90 ♦H^ Z —r LOUNGE W STORAGE W a OFFICE -------------- - - RESTRM. EXISTING MECH RM. OFFICE 2 W EXISTING LOUNGE 575 SF OFFICE 2 STORAGE MM STORAGE () co EXISTING J 4r.- 90 SF OFFICE 4 LLJ �} ----_ STORAGE V ^ ao -Pl W OFFICE 1 U j C� EXISTING Q a OFFICE 2 590 SF Lu EXISTING OFFICE 4 OFFICE 4 OFFICE 4 STORAG"OFFICEE RESTRM. EXISTING Proposed 1st Floor Plan Oober9, 2015 P�ject No: ROSB01 THE PRINTING PRESS PROPOSED FIRST FLOOR PLAN A JASON K DEMIAREST Ithaca, NY 1/4" = V-0" AfA R C H I T E C T Page 2 ST i I •.] .i ,� -]• - I RSCHIT�ECT L "na F m zo 1. _� n ]ss .. vz saa Asa- as zo, ' - Dava z' rww recLcam u @• SENECA 'r GARAGE­ 1000 FE r LW au v] se, BD-100 .] sss s�uj HARE ROJEC s>z sv Il PARKIN RGO ' 1 N 'CBD-120 ]zs --- too �i�+..l : - ,sas si: srz m"sis�sa sxa !sn � • -1000 FEE Z 1ao - :� `:ytrfr „t a sn <•], GREEN ST@ _ - r ]vz] n GARAGE 2P0 �-' ____ _ B ' r ZONING MAP Z 2200 FEILL V --- . \ \\ \\ \\\\\\\\ Z Site Context Map _ PROPOSED PERMANENT--,=�-.,. _ _ --- \ Q -EASEMENT OR LOT LINE- \i.S',m \ \ \_�------ - -_-_ _�� S5 \\ \ _---- —ADJUSTMENT SF)_ �\. �\�\ _ ` \ _ ` \\\ Z ` --- •NOTE:LOT COVERAGE- - ZONING NOTES: HISTORIC NOTES: C -- _ CHANGES TO 57%ACTUAL,' � \ G - - IF EASEMENT AREA IS-� \ /�� y ���"r��- :\ \ \I \� \ -ALL USES ARE PERMITTED -PROJECT IS SUBJECT TO ILPC REVIEW(EXTERIOR MODIFICATIONS) - PURCHASED \`\ _ - - _ \\�\�\ �� \ \\ \•• \\ \ \�� \ -LOT SIZE,COVERAGE 8:SETBACKS ARE EXISTING W �r-3- �\C\� '\\ \ `\ \ \ \\ `\ \ ___ \ 'NOTE:A VARIANCE IS REQUIRED TO RESOLVE EXCEEDED LOT / I s Ix m 1 `\ COVERAGE LIMIT&MINOR SETBACK VIOLATIONS W a / �I 1 1 1 s• 1.' \\ \\\\• \\ \\ \\ PARKING REQUIREMENTS: BUSINESS USES-1 SPACE PER 250 SF OF NET ASSIGNABLE AREA 3652 SF1250=15 SPACES z RESIDENTIAL USES-1 SPACE PER DWELLING(UP TO 3 BEDROOMS) -- 1 DWELLING UNIT=1 SPACE G I I \ ( \ __ •�__ \t \ -___ BAR/RESTAURANT USES-1 SPACE PER 50 NET SF 12850 SF �\ _ 's'-�- -• \ 11\4 \ 800 SF/50=16 SPACES _ N LOT AREA= - \ •%:' `i W MAX.LOT COVERAGE-50% I '. .1\\ \ "`SEE SHARED PARKING SUMMARY'" I =6425 SF is �gy\ / I EXISTING BUILDING \ 1 \ U w SPACES .e. e, SPACES I I f ( ) 1 ,1 \\ \T, \ - J LL / FOOTPRINT-7714'SF 60% L \ Too EXCLUSIVE OF _ \ ------------ 'NOTE:ARGOS 1 f EASEMENT \ 11 \ a{ PARKING PER I �I I �\ BUILDING i\\\ DEPARTMEN RECORDS T I\ I 76.-0" 4 I ! \ \\ \ �L�\ 0 EL 'I I \\ \\\, 0 - Z \ I ! ENLARGED STOOP WfTH GUARDRAILS _ NO OTHER Cf1ANGE5 TO 50UiH FACADE ~ South Elevation \ 1 1 \ NO CHANGES TO WEST FACADE I \ I I p I I I 1 I I I I _ B PROPOSED STOOP I ENLARGEMENTWITH � i i �I I I I / \ II \\ N NEINOAURORAILS Site Plan 1s1 F1-House Pmled ND: ROSB01 I 1 1 I I I \ I \ 8 EL•4'-2" Date: 10/16/15 y¢ 1 \ EXISTING 9IKE LANE 1bf Fl.-OIGce ---- - ♦ f I - -—-— — EL-3`11" D—by. JKD 1 / \\ `--- \ --- `1 / \ _ — \ \ EL Fl.-Fmnt Warehouse checkae nr- JKD EL+0'-0" Sde Plan 21Y ,tl 0' 21Y 40' ® ttl 5' 0' 10' 20' C 1 .00 n West Elevation �� � 1 1"=20'-0" NOTE:BASE SURVEY BY TG MILLER DATED 1127115;CONTOUR INTERVAL IS 2' ScsIeAl 2W-W 1" -0" SDde.r-10-0" sDBIB: As indicated GIOROANDIR. ) \ \ \ \ 1 X SCALE: 1�" - 20'-0" 2 3— \\ \ \ \ X\ t\ _ POLE— m -PROPOSED PERMANENT— — _ \ �3 \ \ \ \ \ \056 \ e - - - - EASEMENTORLOTLINE - - ` \ x\ iq 032. _ -- _ - - -- __ \ \ — — -_. — — — ADJUSTMENT (794 SF)— �OP) r \ _ — — \ CONCRETE *WALL — -- __ NOTE: LOT COVERAGE= CHANGES TO57%ACTUAL—`�\� IF EASEMENT AREA IS- ` \ `\ \ / x STONEWALL - - ' � PURCHASED.. i L >>-3-, PAT10 — — IN I I I SETBAC \ \y 8 \ \ \ \ \ \ \PATIO I I I 1 \ 5,0, SETS CK \ \ \ X ki \ \ \ IS _ x Q I a I \ \ \ crsA 591339 WZ \ \ 1 1 III a I I I N A \ E. ,N A RAUEu 1 1�1 LOT AREA = 12850 SF °Ta°R� MAX. LOT COVERAGE- 50% PAWING \ j I = 6425 SF - 1 324.0 so.ff. 15 15y� �' I EXISTING BUILDING o \ \ 5693A1003 SPACES UNITY INN ,RO.) SPACES I �' I FOOTPRINT - 7714* SF (60%)•\ LLL \ .K *NOTE: EXCLUSIVE OF N ►P *NOTE: ARGOS i I I EASEMENT PARKING PER i l � 1 `✓ \ BUILDING ' NOU�E UE ` £ s \ DEPARTMENT n ND.420� 7 I NO` zzS42^ - x RECORDS' ! 7s-o" \ STONE WALK \ LEGEND I• \, PROPOSED I \t,` \ ` e,wE,M,,, I L -DOWN SPOUT ENLARGED ^ I -{NTR PO I I \ \ \ \ I Y Y E.E.{7RANCLEE ELEVATION STOOP x 1 1 + I 0-UTILITY POLE C\ 0 I� 1 o PROPOSED SLOPED WAL I x 1 \ \\ ®® ® e(D ' I I EXISTING a PROPOSED SLOT LLB IdF;LK r - I y V \ �I • TREES TO X E ` \ a \ \ h— — — I -CONIFEROUS I I \ \ / / PROPOSED w . CREEN \ I ' \ TURNAROUND SPACE $ PLANTINGS E ER''11""``''.osTGIN BD SCN O S MtY CONCRETE WAL( \ Lb CR-M \ POLE 'jv�_ POLE \ I cUs ur \ I vnmE I I PAOEOECURR / \ CURB FAC i I � � I I •, , I I i � I , ZONING NOTES: HISTORIC NOTES: -ALL USES ARE PERMITTED - PROJECT IS SUBJECT TO ILPC REVIEW (EXTERIOR MODIFICATIONS) - - LOT SIZE, COVERAGE & SETBACKS ARE EXISTING *NOTE: A VARIANCE IS REQUIRED TO RESOLVE EXCEEDED LOT COVERAGE LIMIT& MINOR SETBACK VIOLATIONS PARKING REQUIREMENTS: �\ BUSINESS USES- 1 SPACE PER 250 SF OF NET ASSIGNABLE AREA \ 3652 SF/250 = 15 SPACES RESIDENTIAL USES- 1 SPACE PER DWELLING (UP TO 3 BEDROOMS) 1 DWELLING UNIT= 1 SPACE BAR/ RESTAURANT USES- 1 SPACE PER 50 NET SF 800 SF/ 50 = 16 SPACES **SEE SHARED PARKING SUMMARY** Run 1st FI.-House r. .r. EL +4'-2" 1st FI.-Office EL +T-11" �.- mi — — _ - � _ oL 1st FI.-Front Warehouse \ ENLARGED STOOP WITH GUARDRAILS EL +0-0' NO OTHER CHANGES TO SOUTH FACADE I South Elevation NO CHANGES TO WEST FACADE \ PROPOSED STOOP ENLARGEMENT WITH NEW GAURDRAILS st FI.-House list FI.-Office EL +3'-11" 1st FI.-Front Warehouse 4 West Elevation 10' 5' 0' 10' 20' 111 = 10'-0" - - - --- - HOTEL �. •''-•-.., • ROOMS e i "• •-. _ rgos PRINTING 1 I - . , •.. : 1 SHARED PARKING BAR P king PRESS DIAGRAM:ARGOS INN ARGOS LOUNGE 1 I OFFICE 1 I AND THE PRINTING HOTEL ROOMS OFFICE 1 1 PRESS ABOVE Ogg 1 I 1 I VE I OFFICE i I i I 1 HOTEL ROOMS i Argos DAYTIME RINTING 8AM TO 4PM • P king t PRESS ' 1JA BAR ' i j ., RGOS LOUN j ................ _ - _ i j OFFICE 2 - HOTEL - -- - I I i ROOMS 'OFFICE j ' i ABOVE ' i LOBB BBY OFFICE i OFFICE i ,APT. I HOTEL HOTEL i I BOVE ROOMS r OS ROOMS i g PRINTING rgos BAR P king t PRESS BAR P king PRESS ARGOS LOUNGE ARGOS LOUNG HOTEL OFFICE 2 OFFICE 2 i ROOMS HOTEL OFFICE 3 ROOMS ABOVE LOBB LOBBY ABOVE OFFICE3 1 ' ' APT. OBB LOBBY 1 ' ' ABOVE OFFICE 1 APT. -- -•-,-,-, •-•-• j ' OFFICE 1 ABOVE i n i t ARGOS INN PRINTING PRESS EARLY EVENING NIGHTTIME 408 E. STATE 416-418 E. STATE 4PM TO 9PM 9PM TO 1:30AM October THE PRINTING PRESS ARGOS INN + PRINTING PRESS: EAST STATE, LLC Ithaca, NY USE TYPES AND SHARED PARKING JASON K DEPAARE�- -1 _ �- ARC�ITECI I mow.»„ram — dcne,a.com I 1 1 1 / ► I 1 1 1 Area Schedule-Code Analysis 1 ► I 1 I Oecupent Occupant r 6 F ' Name Level A occupancy Factor A. 1 Load ' FUTUREBUSINESS A-2 First Floor 1248 SF I Bar 1200 12 / 1 TENANT----------- ----- I 1 I 248SF 1.2 1 I r-----------------�__________________ � I 1 ► O r A4 I First Floor 156 SF I Standing 15 11.2 1 I ' V 2HOUR 56 SF 11.2 PROPOSED I ► � COMPARTMENT $_1SF ) ) I Ay M2 Fgst Floor 246 SF Storage(Lounge) 300 0.8 PERMANENT �— ► �� 1068 1 1 1 l`i EASEMENT / , , OFFlCE I '246 SF 0.8 1 ' r STORAGE ,^I v/ Z A-2 First Floor 741 SF Tables&Chairs 15 49.4 5_' 1 (� T 1 ► ( 741 SF 49.4 1 J i ( 1 0 i 1 A-2 1291SF 62.7 1 l it ❑ ® i i ii I ' I w ,r` n r AA=2 B F(rst Floor 666 SF Business 100 6.7 1 1 A_2 i i 246 SF i I 1 / ( O B First Floor 1588 SF Business 1DD 15.9 1 ► r _ LOUNGE r 1 I ( LL r ❑,56 SFr r A_2 STORAGE B First Floor 340 IF Business 100 3.4 1 ' ```r a ; 248 S 0 B Find Floor 1056SF Business 100 10.6 -I 3650 SF 36.5 1 1 r ; m 1 ► 1 Z 1 li O ' n 1 ► I a B I First Floor 1880 SF Cinculel'an 1100 18.8 880SF 8.8 B I First Floor 1314SF lRestroorns 10 314 SF 0.0 1 A-2 B 4844 SF 45.3 NEW 1 I i 7 SF I ' I �URREq�NS r ❑ ®Egm,s R3 Second Floor 1112 SF Residential 200 5.6r+roa w >FO I ' rt�n P ® 31 S 1112 SF 5.6 El ❑ Re h m, - I ' I LU OC Q. R•3 1112 SF 5.6 r0 S 1I First Floor 11068 SF IStwage(Office) 1300 13.6 1068 SF 3.6 I - - B I ► I S-1 1068 SF 3.6 1 ' r 1 HOUR 1568 SF Grand total:12 8314 SF 117.1 I ) CORRIDOR 1 r 1 ► IS FoorvAR LEGALLY oosrnrc 1 ► W euswEss USESI BURRING AREA PER FLOOR r M r \\ �, U W First Floor-7272 SF 340 SF 1 1 i NEW Second Floor-1112 SF 1 r 9USINESS ' 1 Tom AREA \\\\f _ r n „ 1112 SF �cr I r MINIMUM PLUMBING FACKMES 1 � r n Q �� ' �\ 1 HOUR FIRE I L r n B-Business: I L_____________ _ __ ' 6ARft / c ENCLOSUSURE 1 Water Closets-1 per 25 for the first 50 per gender,1 per 50 thereafter Lavatories-1 per 40 for the first 80 per gender;1 per 80 thereafter 1 1 \ —1 HOUR FIRE 1 v/ A-2-Restaurants: I \ aARRIER/ I Q Water Closets-1 per 75 per gender 1 .\ ENCLOSURE 1 I Q = Lavatories-1 per 200 per gender I 1 ' 1 w t:- I IRJ-1 per dwelling and I 1 �\ ► 1 1 I 'Occupant load split by gender is 50150(rounded) 1 ' I ' 1 REQUIRED FDCRIRE COUNTS: I B'area:11 occupants=1 per gender I I I 1 I Water Closets:1 male/1 female I I I 1 Lavatories:1 male/1 female I I 1 'Note:Existing business areas have separate legally existing facilities , Code Analysis Legend Code Analysis Legend � A-2 area:64 occupants=1 per gender 1 1 1 I Code Analysis Water Closets:1 male/1 female 1 ) 1 A-2 Lavatories:1 male/1 female 1 ❑ ( 1 ❑R-3 1 Plans R-3 area:Provide 1 bathroom 1 ' ❑B I ' I Project No: RO SOS ❑S-1 1 ► ; D.-by: JKD Checked by, JKD � -� ---- � R1 .00 $ 1 First Floo 1'r 2 �Floor 8' 4' (Y e' te' 8 t l8"= scab:Its" T-0" scale: 1/8"=1'-0" THE PRINTING PRESS: 4 1 6 EAST STATE STREET ITHACA, NY LOUNGE VISION STATEMENT 1 THE PRINTING PRESS: 416 EAST STATE STREET, ITHACA, NY LOUNGE VISION STATEMENT Executive Summary 416 East State Street is adjacent to the recently opened Argos Inn, at 408 East State Street, a conversion of the historic McCormick-Cowdry Mansion into an inn with 10 guest rooms, an apartment for the inn manager, a public bar and lounge, called Bar Argos, and a conference room. The front and middle portion of the warehouse building at 416 East State Street will be occupied as a bar and lounge, with the working name Printing Press, and will be complementary to the adjacent Argos Inn. Pedestrian and vehicular access to both properties, as well as landscaping will further connect the adjacent properties. l - 1 11111t'- tit ` � as fix.. y► Left:The Argos Inn.Right:View of the inn lobby and bar parlor. Background In the late 1940s the property 416-418 East State Street was owned by entrepreneur and media executive Roy H. Park, who expanded the property to include his personal office. Around that time, Roy H. Park also owned 408 East State Street, the current location of the adjacent Argos Inn, so a symbiotic relationship between the two properties has existing for much of the past 50 years. In the early 1950s 416-418 East State Street was further expanded with the warehouse toward the rear of the property. 416 East State Street at this time also housed Roy H. Park's new venture with Duncan Hines, called Hines-Park Foods, a food company largely known for its popular product at the time, the Duncan Hines Cake Mix. Using money made from Hines-Park Foods and a later executive position at Proctor and Gamble, Roy H. Park would later found Park Communications, owner of a number of television and radio stations and publications. In 1954, the warehouse, toward the rear of the site,was occupied by the Upstate Press, a local newspaper press. Arnold Printing, still in existence today on Green Street, later occupied the warehouse in the 1960s. The Printing Press Lounge Vision Statement 416-418 East State Street, Ithaca, NY 2 Bar and Lounge Vision The lounge will build upon the history of the site as a former printing house. The new lounge, with the working name Printing Press, will emphasize details from the existing warehouse and recall industrial printing equipment and other industrial machinery. It will serve as a complement to the adjacent Argos Inn. While the Argos recalls the interiors of a historic mansion from the late 1800s and early 1900s, the Printing Press will recall a more industrial aesthetic from the 1940s and 1950s, also emphasizing historic details. We anticipate the customers at the lounge to be both guests from the Argos Inn as well as locals from Ithaca and the surrounding area. The typical customer at the Bar Argos ranges from Cornell grad students, to young professionals, to professors and locals. We expect the same at the Printing Press. The vibe will be a place to relax in a comfortable atmosphere, meet up with a group of friends, and enjoy a nice cocktail, local cider or glass of wine, or craft beer. There will also be small plates such as local cheese and charcuterie. � I rill. I Left:Argos Inn details.Right:View of the Argos Inn bar and lounge. ra 'Y The lounge at 416 East State Street will have a similar feel to these examples of bars with an industrial aesthetic. The Printing Press Lounge Vision Statement 416-418 East State Street, Ithaca, NY 3 �I f IL t M Left: 19th Century Printing Press.Right: 416 East State St.Warehouse,formerly a printing shop,current condition. There is a long history of speakeasies and cocktail lounges in New York City and beyond that are designed to build upon existing historic details and remain respectful of the surrounding neighborhood. Ciro's, in the image below, for example in Tampa, Florida, specifically emphasizes "speaking easy"both within and outside of the establishment. Apotheke, on the next page, emphasizes as secret entrance and very little signage. The renovation of the Printing Press Lounge at 416 East State Street will be largely interior. The outside of the building will change very little,beyond restoring the fagade,putting on a new coat of paint, and adding additional landscape while maintaining existing trees. Signage will be kept to a minimum to emphasize the speakeasy warehouse aesthetic. The experience as a whole serves to recall the past of Roy H. Park and the former printing press use of the building in the 1940s and 50s when the warehouse was first built. e + � .y a; Ciro's,a speakeasy and supper club in Tampa,Florida. The 416 E. State St. Lounge will have a similar relaxed vibe. The Printing Press Lounge Vision Statement 416-418 East State Street, Ithaca, NY 4 yYl rsa _ Apotheke,a speakeasy bar in NYC. The lounge will also have comfortable chairs and a similar aesthetic. - ------ ---------------------------------------- The Printing Press Lounge Vision Statement 416-418 East State Street, Ithaca, NY 5 East State LLC A-2 Analysis 416-418 E State St Ithaca,NY Occupancy: A-2,B,S-1,R-3 Construction Type: VB SECTION FORMULA VALUE 1301.6.1 Building Height 1.00 AH=Allowable Heightfrom Table 503 40 EBH=Existing Building Height 24 AS=Allowable Height in Stories 1 EBS=Existing Building Height in Stories 2 CIF=Construction Factor.1 if AH-EBH is positve.Construction Type Factor shown in 1 Table EB1301.6.6(2)if AH is negative. The value for the building height shall be the lesser value determined using the following formulas in Section 1301.6.1.1. I eight value,beet = (r1H)—(EBHI x CF 1.28 7N 12.5 l[eight value,stoiic I,IS EBS)x C F -1 1301.6.2 Building Area A_2 B S=1 Total 0.51 Actual Area 1612 4611 1061 7284 Aa=Allowable Area per Floor 6000 9000 9000 Is=Area Increase due to sprinklers 0 0 0 If=Area Increase due to frontage(see Frontage increase note below) 0 0 0 At=Tabular Area per floor;Table 503 6000 9000 9000 Amax=Total area of enitre building 18000 27000 27000 Aa,max=Allowable area per floor based on limitations of 506.4 9000 13500 13500 Equation EB13-2: (100+I.+I5..) XAt A=2 B S_1 A i 1 6000 9000 9000 a 100 A-2 B S-1 Amax=3 x As,Per 506.1 of NYSBC 3 18000 27000 27000 Equation EB13-3: Actual stories A I113 2 A o 9000 13500 13500 a,rnax. Nurnber of stories I Aai11200 Aai11200 Aai11200 Equation EB13-4: 5.00 7.50 7.50 111u%%ahlc Actual Aqua] arcs. arcur arcs Area value i- ' I— r ...i.. '! 1200syuare Poet Allowablc Allowable 0.51 0.76 0.76 areal al i=Value for an individual separated occupancy on a floor. n=Number of separated occupancies on a floor. §506.2 Frontage increase. If=Area increase due to frontage. 0 F=Building perimeter which fronts on a public way or open space having 20 feet 91 (6096 mm)open minimum width(feet). P=Perimeter of entire building(feet). 366 W=Width of public way or open space(feet) 30 in accordance with§506.2.1. P 0.25130 1301.6.3 Compartmentation 4.00 TABLE EE1201.6.3 COMPARTNBNTATION VALUES CATHOORTES` Compartment si.. b d Compartment. equal to or greater Compartment. Compartment Compartment of 2,500 than 15,000 square si.. f 10,000 ®i.. f 7,500 ■i.ze of 5,000 square feet OCCUPANCY feet square feet square fent square feet or less A-1, A-3 0 6 10 14 18 A-2 0 4 10 14 18 A-4, E, E, S-2 4 5 10 15 20 F, M, R, S-1 0 4 10 16 22 For S1- 1 square foot - 0.0929 m2. For areas between categories, the compartmentation value shall be ,Dbtained by linear interpolation. 1301.6.4 Tenant and Dwelling Unit Separations 0.00 TABLE EB1201.6.4 SEPARATION VALUES CATBOORIaS OCCUPANCY a b a d s A-1 0 0 0 0 1 A-2 -5 -3 0 1 3 R -4 -2 0 2 4 A-3, A-4, B, E, F, M, S-1 -4 -3 0 2 4 5-2 -5 -2 0 2 4 §EB1201.6.4.1 Categories.The categories for tenant and dwelling unitseparations are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;doors not self-closing or automatic closing. 2.Category b-Fire partitions or floor assembly less than 1-hour fire-resistance rating or not constructed in accordance with§708 or§711 of the Building Code of New York State,respectively. X 3.Category c-Fire partitions with 1-hour or greater fire-resistance rating constructed in accordance with§708 of the Building Code of New York State and floor assemblies with 1-hour but less than 2-hour fire-resistance rating constructed in accordance with§711 of the Building Code of New York State or with only one tenant within the fire area. 4.Category d-Fire barriers with 1-hour but less than 2-hour fireresistance rating constructed in accordance with§706 of the Building Code of New York State and floor assemblies with 2-hour or greater fire-resistance rating constructed in accordance with§711 of the Building Code of New York State. 5.Category e-Fire barriers and floor assemblies with 2-hour or greater fire-resistance rating and constructed in accordance with §706 and§711 of the Building Code of New York State,respectively. 1301.6.5 Corridor Walls 2.00 §EB1201.6.5.1 Categories.The categories for corridor walls are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;or doors not self-closing. 2.Category b-Less than 1-hour fire-resistance rating or not constructed in accordance with§708.4 of the Building Code of New York State. 3.Category c-1-hour to less than 2-hour fire-resistance rating,with doors conforming to§715 of the Building Code of New York State or without corridors as permitted by 61018[typo in code says 10131 of the Building Code of New York State. X 4.Category d-2-hour or greater fire-resistance rating,with doors conforming to§715 of the Building Code of New York State. TABLE EE1201.6.5 CORRIDOR WALL VALUES CATESORIES OCCUPANCY a. b a' I- A-1 -10 -4 0 2 A-2 -30 -12 0 2 A-3, F, M, R, S-1 -7 -3 0 2 A-4, B, E, S-2 -5 11 -2 0 5 a. Corridors not providing at least one-half the travel distance for all occupants on a. floor shall use Category b, 1301.6.6 Vertical Openings 7.00 VC,=Vertical opening value. PV=Protection value from Table EB1201.6.6(1). 1 CIF=Construction type factor from Table EB1201.6.6(2) 7 VO PV x CF 7 TABLE EB1201,6.61i} VERTICAL OPENING PROTECTION VALVE PROTECTION VALUE Hone (unproteoted -2 time. nU ar of floors opening) connected Less than I hour -1 times number of floors acted I to Is.. than 2 hour. 1 2 hour. or or. 2 TABLE EB1201.6.6l2} CONSTROCTFON-TYPE FACTOR TYPE OF CONSTRUCTION IA I8 IIA 110 IIIA IIIB IV VA VS FACTOR 1.2 1.5 2.2 3.5 2.5 3.5 2.3 3.3 7 1301.6.7 HVAC Systems 5.00 1.Category a-Plenums not in accordance with§M602 of the Mechanical Code of New York State.-10 points. 2.Category b-Air movement in egress elements not in accordance with§1016.4 of the Building Code of New York State.-5 points. 3.Category c-Both Categories a and b are applicable.-15 points. 4.Category d-Compliance of the HVAC system with§1016.4 of the Building Code of New York State and§M602 of the Mechanical Code of New York State.0 points. X 5.Category e-Systems serving one story;or a central boiler/chiller system without ductwork connecting two or more stories.+5 points. 1301.6.8 Automatic Fire Detection 9.00 1.Category a-None. 2.Category b-Existing smoke detectors in HVAC systems and maintained in accordance with the Fire Code of New York State. 3.Category c-Smoke detectors in HVAC systems.The detectors are installed in accordance with the requirements for new buildings in the Mechanical Code of New York State. 4.Category d-Smoke detectors throughout all Floor areas other than individual sleeping units,tenant spaces and dwelling units. X 5.Category e-Smoke detectors installed throughout the fire area. TABLE EB1201.6.8 AUTCKATIC FIRE DETECTIDN VALUES CATEMB33LS oCtY7FANCY a h c a s A-1, A-3,, 1:, M, R, 5=1 -10 -5 0 2 6 A-2 -25 -5 0 5 1 9 A-4, E9, E, 5-2 -4 -2 0 4 8 1301.6.0 Fire Alarm Systems -5.00 1.Category a-None. X 2.Category b-Fire alarm system with manual fire alarm boxes in accordance with§907.3 of the Building Code of New York State and alarm notification appliances in accordance with§907.9 of the Building Code of New York State. 3.Category c-Fire alarm system in accordance with§907 of the Building Code of New York State. 4.Category d-Category c plus a required emergency voice/alarm communications system and a fire command station that conforms to §403.8 of the Building Code of New York State and Contains the emergency voice/alarm communications system controls,fire department Communication system controls,and any other controls specified in§911 of the Building Code of New York State where those systems are provided. TABLE EE1201.6.P FIRE ALARM SYSTEM VALUES CATPAORIEB nccuPANCY a b. c d A-1, A-2, A-3, -10 1 -5 0 5 A-4, B,: E, R F, M, S 0 5 10 15 a. For buildings equipped throughout with an automatic sprinkler system, add 2 points for activation by a sprinkler water-flaw device. 1301.6.10 Smoke Control 0.00 TABLE EB1201.6.10 Smn CONTROL VALUES CATEGORIES OCCUPANCY a b a d a f A-1, A-2, A-3 0 1 2 3 6 6 A-4, E 0 0 0 1 3 5 a, M, R 0 2• 3. 3. 3' 4• F, S 0 2• 2" 3- 3^ 3. a. This value shall be 0 if compliance with Category d or a in S%B1201.6.8.1 has not been obtained. X 1.Category a-None. 2.Category b-The building is equipped throughout with an automatic sprinkler system.Openings are provided in exterior walls at the rate of 20 square feet(1.86 m2)per 50 linear feet(15 240 mm)of exterior wall in each story and distributed around the building perimeter at intervals not exceeding 50 feet(15 240 mm).Such openings shall be readily operable from the inside without a key or separate tool and shall be provided with ready access thereto.In lieu of operable openings,clearly and permanently marked tempered glass panels shall be used. 3.Category c-One enclosed exit stairway,with ready access thereto,from each occupied floor of the building.The stairway has operable exterior windows,and the building has openings in accordance with Category b. 4.Category d-One smokeproof enclosure and the building has openings in accordance with Category b. 5.Category e-The building is equipped throughout with an automatic sprinkler system.Each fire area is provided with a mechanical airhandling system designed to accomplish smoke containment.Return and exhaust air shall be moved directly to the outside without recirculation to other fire areas of the building under fire conditions.The system shall exhaust not less than six air changes per hour from the fire area.Supply air by mechanical means to the fire area is not required.Containment of smoke shall be considered as confining smoke to the fire area involved without migration to other fire areas.Any other tested and approved design that will adequately accomplish smoke containment is permitted. 6.Category f-Each stairway shall be one of the following:a smokeproof enclosure in accordance with§1019.1.8 of the Building Code of New York State;pressurized in accordance with§909.20.5 of the Building Code of New York State;or shall have operable exterior windows. 1301.6.11 Means of Egress Capacity 2.00 TABLE E81201.6.11 116ANS OW X,MSB VALUEB CA'PEaaAISB� =•_ll PANCY ; to d A-1, i- 3, A-4, E -10 0 1 2 1 8 10 M -3 0 1 2 4 B, F, S -1 0 0 0 0 R -3 0 0 0 0 a. The values indicated are for buildings six stories or less in height.. For building. over six .t—ie. in height, add an additional -10 points. 1.Category a-Compliance with the minimum required means-of-egress capacity or number of exits is achieved through the use of a fire escape in accordance with§EB605.3.1.2. 2.Category b-Capacity of the means of egress complies with§1004 of the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. X 3.Category c-Capacity of the means of egress is equal to or exceeds 125 percent of the required means-of-egress capacity,the means of egress complies with the minimum required width dimensions specified in the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. 4.Category d-The number of exits provided exceeds the number of exits required by§1019 of the Building Code of New York State. Exits shall be located a distance apart from each other equal to not less than that specified in§1015 of the Building Code of New York State. 5.Category e-The area being evaluated meets both Categories c and d. 1301.6.12 Dead Ends 2.00 1.Category a-Dead end of 35 feet(10 670 mm)in nonsprinklered buildings or 70 feet(21 340 mm)in sprinklered buildings. 2.Category b-Dead end of 20 feet(6096 mm);or 50 feet(15 240 mm)in Group B in accordance with§1016.3,Exception 2 of the Building Code of New York State. X 3.Category c-No dead ends;or ratio of length to width(1/w)is less than 2.5:1. TABLE P81201.6.12 DEAD-END VALUES CAYEWR3ES• OCCUPANCY 0 b o A-1, A-3, A-4, B, F, M, R, E -2 0 2 A-2, 8 -2 0 2 a. For dead-end distances between categories, the dead end value shall be obtained by linear interpolatit 1301.6.13 Maximum Exit Access Travel Distance 13.40 Allowable: 200 Maximum allo"ahle Maximum actual 66 bate]dislancc - Irate]distance Points=20 x 13.4 hlaxinuun alk)%vahle travel dislancc 1301.6.14 Elevator Control 0.00 1.Category a-No elevator. 2.Category to-Any elevator without Phase I and II recall. 3.Category c-All elevators with Phase I and 11 recall as required by the Fire Code of New York State. 4.Category d-All meet Category c;or Category to where permitted to be without recall;and at least one elevator that complies with new construction requirements serves all occupied floors. TABLE EB1201.6.14 ELEVATOR OONTFOOL VALVES CATEGORIES ELEVATOR TRAVEL a b c d Less than 25 feet of travel above or -2 0 0 +2 Single-story/NA O below the primary level of elevator access for emergency fire-fighting or rescue personnel Travel of 25 feet or more above or -4 NP 0 +4 below the primary level of elevator access for emergency fire-fighting or rescue personnel For SI: 1 toot - 304.8 gran. NP = Not permitted. 1301.6.15 Means of Egress Emergency Lighting 4.00 1.Category a-Means-of-egress lighting and exit signs not provided with emergency power in accordance with§2702 of the Building Code of New York State. 2.Category to-Means-of-egress lighting and exit signs provided with emergency power in accordance with§2702 of the Building Code of New York State. X 3.Category c-Emergency power provided to means-of-egress lighting and exit signs,which provides protection in the event of power failure to the site or building. TABLE EB1201.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALVES NUb1BFli OF EXITS REQUIRED BY CATEGORIES 510i8.1 AND YB_2 OF THE BUILLING COLE OF NSW YORE STAIE a h C Two or more exit= N1? 0 4 Minimum of one exit 0 1 1 NF fot I-,:r,J`r d.. 1301.6.16 Mixed Occupancies 0.00 1.Category a-Minimum 1-hour fire barriers between occupancies. X 2.Category b-Fire barriers between occupancies in accordance with§508.3.3 of the Building Code of New York State. 3.Category c-Fire barriers between occupancies having a fire resistance rating of not less than twice that required by§508.3.3 of the Building Code of New York State. TABLE EB1201.6.16 NIXED OCCUPANCY VALVES' CATRTES OCCUPANCY a b a A-1, A-2, R -10 0 10 A-3, A-4, B, E, F, M, S -5 0 5 a. For fire-resistance ratings between categories, the value shall be obtained by linear interpolation. 1301.6.17 Automatic Sprinklers noff -4.00 X 1 Category a-Sprinklers are required throughout;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. 2.Category b-Sprinklers are required in a portion of the building;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. 3.Category c-Sprinklers are not required;none are provided. 4.Category d-Sprinklers are required in a portion of the building;sprinklers are provided in such portion;the system is one that complied with the code at the time of installation and is maintained and supervised in accordance with§903 of the Building Code of New York State. 5.Category e-Sprinklers are required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State. 6.Category f-Sprinklers are not required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State TABLE EB1201.6.17 SPRINKLER SYSTEM VALUES CATEGORIES OCCUPANCY a' b' c d e f A-1, A-3, F, M, R, S-1 -6 -3 0 2 4 6 A-2 -4 0 1 2 4 A-4, B, £, S-2 -12 -6 0 3 6 12 a. These options cannot be taken if Category a in §£61201.6.18 is used. 1301.6.18 Standpipes 0.00 1.Category a-Standpipes are required;standpipe is not provided or the standpipe system design is not in compliance with Section 905.3 of the Building Code of New York State. X 2.Category b-Standpipes are not required;none are provided. 3.Category c-Standpipes are required;standpipes are provided in accordance with§905 of the Building Code of New York State. 4.Category d-Standpipes are not required;standpipes are provided in accordance with§905 of the Building Code of New York State. TABLE EB1201.6.18 STANIMPIPE SYSTEM VALUES CATEGORIES OCCUPANCY a' 4 c d A-1, A-3, F, M, R, S-1 -6 0 4 6 A-2 -4 0 2 4 A-9, B, E, S-2 -12 19 E 12 a. This option cannot be taken if Category a or Category b in SEB1201.6.17 is used. 1301.6.19 Incidental Use Area Protection 0.00 TABLE EB1201.6.1.9 INCIDENTAIT USE AREA VALUES PROTECTION REQUIRED BY TABLE 302.I-I PROTESTPION PROVIDED OF THE BUILAING GCDB OF AlSS with 1 hour and 2 bm=s and HEN YORE STATE None 1 hour Arcs SP A7r98 2 hours A"S 2 i.-- ar,d AFSS -1 -3 -2 -2 -1 -2 0 2 hours, or 1 hour --i -2 -1 -1 0 0 0 and AFSS NA 1 hour and AFSS -3 -2 -1 -1 0 -1 0 O 1 hour -1 0 -1 -1 0 0 1 hour, or AFSS -1 0 -1 -1 O 0 0 with SP AFSS with SP -1 -1 -1 -1 0 -1 0 1 hour or AFSS -1 0 0 0 0 0 0 a. AFSS - Automatic fire suppression system, SP - Smoke partitions (See IBC $302.1.1.1y. East State LLC 416-418 E State St Ithaca, NY Table EB1301.8 Mandatory Safety Scores A-2 21 32 32 B 30 40 40 R 21 38 38 S-1 19 29 29 1301.7 Summary Section Safety Parameters Fire Safety(FS) Means of Egress(ME) General Safety(GS) 1301.6.1 Building Height 0.00 0.00 0.00 1301.6.2 Building Area 0.76 0.76 0.76 1301.6.3 Compartmentation 4.00 4.00 4.00 1301.6.4 Tenant and Dwelling Unit Separations 0.00 0.00 0.00 1301.6.5 Corridor Walls 5.00 5.00 5.00 1301.6.6 Vertical Openings 7.00 7.00 7.00 1301.6.7 HVAC Systems 5.00 5.00 5.00 1301.6.8 Automatic Fire Detection 8.00 8.00 8.00 1301.6.9 Fire Alarm Systems 0.00 0.00 0.00 1301.6.10 Smoke Control 0.00 0.00 0.00 1301.6.11 Means of Egress Capacity 0.00 0.00 0.00 1301.6.12 Dead Ends 2.00 2.00 2.00 1301.6.13 Maximum Exit Access Travel Distance 16.50 16.50 16.50 1301.6.14 Elevator Control 0.00 0.00 0.00 1301.6.15 Means of Egress Emergency Lighting 1.00 1.00 1.00 1301.6.16 Mixed Occupancies -5.00 -5.00 -5.00 1301.6.17 Automatic Sprinklers 0.00 0.00 0.00 1301.6.18 Standpipes 0.00 0.00 0.00 1301.6.19 Incidental Use Area Protection 0.00 0.00 0.00 Building Score-Total Value 44.26 44.26 44.26 FS Score ME Score GS Score B 44 44 44 Mandatory Scores 30 40 40 Score+/- 14 4 4 Pass Yes Yes Yes East State LLC B Analysis 416-418 E State St Ithaca,NY Occupancy: A-2,B,S-1,R-3 Construction Type: VB SECTION FORMULA VALUE 1301.6.1 Building Height 0.00 AH=Allowable Heightfrom Table 503 40 EBH=Existing Building Height 24 AS=Allowable Height in Stories 2 EBS=Existing Building Height in Stories 2 CIF=Construction Factor.1 if AH-EBH is positve.Construction Type Factor shown in 1 Table EB1301.6.6(2)if AH is negative. The value for the building height shall be the lesser value determined using the following formulas in Section 1301.6.1.1. I eight value,beet = (r1H)—(EBHI x CF 1.28 _ 12.5 l[eight value,stone L LS EBS) ( 1 0 1 1301.6.2 Building Area A_2 B S=1 Total 0.76 Actual Area 1612 4611 1061 7284 Aa=Allowable Area per Floor 6000 9000 9000 Is=Area Increase due to sprinklers 0 0 0 If=Area Increase due to frontage(see Frontage increase note below) 0 0 0 At=Tabular Area per floor;Table 503 6000 9000 9000 Amax=Total area of enitre building 18000 27000 27000 Aa,max=Allowable area per floor based on limitations of 506.4 9000 13500 13500 Equation EB13-2: (100+I.+I5..) XAt A=2 B S_1 A i 1 6000 9000 9000 a 100 A-2 B S-1 Amax=3 x As,Per 506.1 of NYSBC 3 18000 27000 27000 Equation EB13-3: Actual stories A I113 2 A o 9000 13500 13500 a,rndx. Nurnber of stories I Aai11200 Aai11200 Aai11200 Equation EB13-4: 5.00 7.50 7.50 111u%%ahlc Actual Aqua] arcs. arcur arcs Area value i- ' I— r ...i.. '! 1200syuare Poet Allowablc Allowable 0.51 0.76 0.76 areal arcan i=Value for an individual separated occupancy on a floor. n=Number of separated occupancies on a floor. §506.2 Frontage increase. If=Area increase due to frontage. 0 F=Building perimeter which fronts on a public way or open space having 20 feet 91 (6096 mm)open minimum width(feet). P=Perimeter of entire building(feet). 366 W=Width of public way or open space(feet) 30 in accordance with§506.2.1. P 0.25130 1301.6.3 Compartmentation 4.00 TABLE EE1201.6.3 COMPARTNBNTATION VALUES CATE60RTES` Compartment si.. b d Compartment. equal to or greater Compartment. Compartment Compartment of 2,500 than 15,000 square si.. f 10,000 ®i.. f 7,500 ■i.ze of 5,000 square feet OCCUPANCY feet square feet square fent square feet or less A-1, A-3 0 6 10 14 18 A-2 0 4 10 14 18 A-4, E, E, S-2 4 5 10 15 20 F, M, R, S-1 0 4 10 16 22 For S1- 1 square foot - 0.0929 m2. For areas between categories, the compartmentation value shall be ,Dbtained by linear interpolation. 1301.6.4 Tenant and Dwelling Unit Separations 0.00 TABLE EB1201.6.4 SEPARATION VALUES CATEOOR3BS OCCUPANCY a b C d s A-1 0 0 0 0 1 A-2 -5 -3 0 1 3 R -4 -2 0 2 4 A-3, A-4, B, E, F, M, S-1 -4 -3 0 2 4 5-2 -5 -2 0 2 4 §EB1201.6.4.1 Categories.The categories for tenant and dwelling unitseparations are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;doors not self-closing or automatic closing. 2.Category b-Fire partitions or floor assembly less than 1-hour fire-resistance rating or not constructed in accordance with§708 or§711 of the Building Code of New York State,respectively. X 3.Category c-Fire partitions with 1-hour or greater fire-resistance rating constructed in accordance with§708 of the Building Code of New York State and floor assemblies with 1-hour but less than 2-hour fire-resistance rating constructed in accordance with§711 of the Building Code of New York State or with only one tenant within the fire area. 4.Category d-Fire barriers with 1-hour but less than 2-hour fireresistance rating constructed in accordance with§706 of the Building Code of New York State and floor assemblies with 2-hour or greater fire-resistance rating constructed in accordance with§711 of the Building Code of New York State. 5.Category e-Fire barriers and floor assemblies with 2-hour or greater fire-resistance rating and constructed in accordance with §706 and§711 of the Building Code of New York State,respectively. 1301.6.5 Corridor Walls 5.00 §EB1201.6.5.1 Categories.The categories for corridor walls are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;or doors not self-closing. 2.Category b-Less than 1-hour fire-resistance rating or not constructed in accordance with§708.4 of the Building Code of New York State. 3.Category c-1-hour to less than 2-hour fire-resistance rating,with doors conforming to§715 of the Building Code of New York State or without corridors as permitted by 61018[typo in code says 10131 of the Building Code of New York State. X 4.Category d-2-hour or greater fire-resistance rating,with doors conforming to§715 of the Building Code of New York State. TABLE EE1201.6.5 CORRIDOR WALL VALUES CATESORIES OCCUPANCY a. b C'' I- A-1 -10 -4 0 2 A-2 -30 -12 0 2 A-3, F, M, R, S-1 -7 -3 0 2 A-4, B, E, S-2 -5 11 -2 0 50 a. Corridors not providing at least one-half the travel distance for all occupants on a. floor shall use Category b, 1301.6.6 Vertical Openings 7.00 VC,=Vertical opening value. PV=Protection value from Table EB1201.6.6(1). 1 CIF=Construction type factor from Table EB1201.6.6(2) 7 VO PV x CF 7 TABLE EB2201,6.61i} VERTICAL OPENING PROTECTION VALVE PROTECTION VALUE Hone (unproteoted -2 time. nU ar of floors opening) connected Less than I hour -1 times number of floors acted I to Is.. than 2 hour. 1 2 hour. or or. 2 TABLE EB1201.6.6l2} CONSTROCTFON-TYPE FACTOR TYPE OF CONSTRUCTION IA I8 IIA 110 IIIA IIIB IV VA VS FACTOR 1.2 1.5 2.2 3.5 2.5 3.5 2.3 3.3 7 1301.6.7 HVAC Systems 5.00 1.Category a-Plenums not in accordance with§M602 of the Mechanical Code of New York State.-10 points. 2.Category b-Air movement in egress elements not in accordance with§1016.4 of the Building Code of New York State.-5 points. 3.Category c-Both Categories a and b are applicable.-15 points. 4.Category d-Compliance of the HVAC system with§1016.4 of the Building Code of New York State and§M602 of the Mechanical Code of New York State.0 points. X 5.Category e-Systems serving one story;or a central boiler/chiller system without ductwork connecting two or more stories.+5 points. 1301.6.8 Automatic Fire Detection 8.00 1.Category a-None. 2.Category b-Existing smoke detectors in HVAC systems and maintained in accordance with the Fire Code of New York State. 3.Category c-Smoke detectors in HVAC systems.The detectors are installed in accordance with the requirements for new buildings in the Mechanical Code of New York State. 4.Category d-Smoke detectors throughout all Floor areas other than individual sleeping units,tenant spaces and dwelling units. X 5.Category e-Smoke detectors installed throughout the fire area. TABLE E121201.6.8 AUTCKATIC FIRE DETECTIDN VALUES CATEMB33LS oCtY7FANCY a h c a s A-1, A-3, 1:, M, R, 5=1 -10 -5 0 2 6 A-2 -25 -5 0 5 9 A-4, E9, L, 5-2 -4 -2 0 4 1 1 1301.6.0 Fire Alarm Systems 0.00 1.Category a-None. 2.Category b-Fire alarm system with manual fire alarm boxes in accordance with§907.3 of the Building Code of New York State and alarm notification appliances in accordance with§907.9 of the Building Code of New York State. X 3.Category c-Fire alarm system in accordance with§907 of the Building Code of New York State. 4.Category d-Category c plus a required emergency voice/alarm communications system and a fire command station that conforms to §403.8 of the Building Code of New York State and Contains the emergency voice/alarm communications system controls,fire department Communication system controls,and any other controls specified in§911 of the Building Code of New York State where those systems are provided. TABLE 881201.6.P FIRE ALARM SYSTEM VALUES CATPAORIM nccuPANCY a b. C d A-1, A-2, A-3, -10 -5 0 5 A-4, B,: E, R F, M, S 0 5 10 15 a. For buildings equipped throughout with an automatic sprinkler system, add 2 points for activation by a sprinkler water-flaw device. 1301.6.10 Smoke Control M 1 0.00 TABLE EB1201.6.10 SHOES CONTROL VALUES CATEGOP-TES OCCUPANCY a b a d a f A-1, A-2, A-3 0 1 2 3 6 6 A-4, E 0 0 0 1 3 5 a, M, R 0 2' 3' 3' 3' 4' F, S 0 2' 2' 3- 3' 3' a. This value shall be 0 if compliance with Category d or a in S%B1201.6.8.1 has not been obtained. X 1.Category a-None. 2.Category b-The building is equipped throughout with an automatic sprinkler system.Openings are provided in exterior walls at the rate of 20 square feet(1.86 m2)per 50 linear feet(15 240 mm)of exterior wall in each story and distributed around the building perimeter at intervals not exceeding 50 feet(15 240 mm).Such openings shall be readily operable from the inside without a key or separate tool and shall be provided with ready access thereto.In lieu of operable openings,clearly and permanently marked tempered glass panels shall be used. 3.Category c-One enclosed exit stairway,with ready access thereto,from each occupied floor of the building.The stairway has operable exterior windows,and the building has openings in accordance with Category b. 4.Category d-One smokeproof enclosure and the building has openings in accordance with Category b. 5.Category e-The building is equipped throughout with an automatic sprinkler system.Each fire area is provided with a mechanical airhandling system designed to accomplish smoke containment.Return and exhaust air shall be moved directly to the outside without recirculation to other fire areas of the building under fire conditions.The system shall exhaust not less than six air changes per hour from the fire area.Supply air by mechanical means to the fire area is not required.Containment of smoke shall be considered as confining smoke to the fire area involved without migration to other fire areas.Any other tested and approved design that will adequately accomplish smoke containment is permitted. 6.Category f-Each stairway shall be one of the following:a smokeproof enclosure in accordance with§1019.1.8 of the Building Code of New York State;pressurized in accordance with§909.20.5 of the Building Code of New York State;or shall have operable exterior windows. 1301.6.11 Means of Egress Capacity 0.00 TARLZ Z81201.B.11 NGNS OW X,MSB VALEMB CATEaaAISB' =•_ll PANCY ; $ d A-1, i- 3, A-4, E -10 0 2 8 10 M -3 0 1 2 4 B, F, S -1 0 0 l 0 0 R -3 0 0 0 0 a. The values indicated are for buildings six stories or less in height.. For building. over six stories in height, add an additional -10 points. 1.Category a-Compliance with the minimum required means-of-egress capacity or number of exits is achieved through the use of a fire escape in accordance with§EB605.3.1.2. 2.Category b-Capacity of the means of egress complies with§1004 of the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. X 3.Category c-Capacity of the means of egress is equal to or exceeds 125 percent of the required means-of-egress capacity,the means of egress complies with the minimum required width dimensions specified in the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. 4.Category d-The number of exits provided exceeds the number of exits required by§1019 of the Building Code of New York State. Exits shall be located a distance apart from each other equal to not less than that specified in§1015 of the Building Code of New York State. 5.Category e-The area being evaluated meets both Categories c and d. 1301.6.12 Dead Ends 2.00 1.Category a-Dead end of 35 feet(10 670 mm)in nonsprinklered buildings or 70 feet(21 340 mm)in sprinklered buildings. 2.Category b-Dead end of 20 feet(6096 mm);or 50 feet(15 240 mm)in Group B in accordance with§1016.3,Exception 2 of the Building Code of New York State. X 3.Category c-No dead ends;or ratio of length to width(1/w)is less than 2.5:1. TABLE ffi1201.6.12 DEAD-END VALUES CAYEW$3E9' OCCUPANCY 0 b o A-1, A-3, A-4, B, F, M, R, E A-2, 8 a. For dead-end distances between categories, the dead end value shall be obtained by linear interpolation. 1301.6.13 Maximum Exit Access Travel Distance 16.50 Allowable: 200 Maximum allo"ahle Maximum actual 35 bate]dislancc - Irate]distance Points=20 x 16.5 hlaxinuun alk)%vahle travel dislancc 1301.6.14 Elevator Control 0.00 1.Category a-No elevator. 2.Category to-Any elevator without Phase I and II recall. 3.Category c-All elevators with Phase I and 11 recall as required by the Fire Code of New York State. 4.Category d-All meet Category c;or Category to where permitted to be without recall;and at least one elevator that complies with new construction requirements serves all occupied floors. TABLE EB1:201.6.14 ELEVATOR Ot'NTFOOL VALVES CATEGORIES ELEVATOR TRAVEL a b c d Less than 25 feet of travel above or -2 0 0 +2 Single-story/NA O below the primary level of elevator access for emergency fire-fighting or rescue personnel Travel of 25 feet or more above or -4 NP 0 +4 below the primary level of elevator access for emergency fire-fighting or rescue personnel For SI: 1 toot - 304.8 gran. NP = Not permitted. 1301.6.15 Means of Egress Emergency Lighting 1.00 1.Category a-Means-of-egress lighting and exit signs not provided with emergency power in accordance with§2702 of the Building Code of New York State. X 2.Category to-Means-of-egress lighting and exit signs provided with emergency power in accordance with§2702 of the Building Code of New York State. 3.Category c-Emergency power provided to means-of-egress lighting and exit signs,which provides protection in the event of power failure to the site or building. TABLE EB1201.6.15 MEANS--OS-EGRESS EMERGENCY LIGHTING VALVES NUb1BZR OF EXITS REQUIRED BY CATEGORIES 510i8.1 AND YB_2 OF THE BUILLING COLE OF NSW YORE STAIE a h C Two or more exit= NF 0 4 Minimum of one exit 0 1 1 NF fot I-,:r,J`r d.. 1301.6.16 Mixed Occupancies -5.00 X 1.Category a-Minimum 1-hour fire barriers between occupancies. 2.Category b-Fire barriers between occupancies in accordance with§508.3.3 of the Building Code of New York State. 3.Category c-Fire barriers between occupancies having a fire resistance rating of not less than twice that required by§508.3.3 of the Building Code of New York State. TABLE EB1201.6.16 N7X]90 OCCUPANCY VALVES' CATRTBS OCCUPANCY a b a A-1, A-2, R -10 0 10 A-3, A-4, B, E, F, M, S 7D 0 5 a. For fire-resistance ratings between categories, the value shall be obtained by linear interpolation. 1301.6.17 Automatic Sprinklers Ong 0.00 1.Category a-Sprinklers are required throughout;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. 2.Category b-Sprinklers are required in a portion of the building;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. X 3.Category c-Sprinklers are not required;none are provided. 4.Category d-Sprinklers are required in a portion of the building;sprinklers are provided in such portion;the system is one that complied with the code at the time of installation and is maintained and supervised in accordance with§903 of the Building Code of New York State. 5.Category e-Sprinklers are required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State. 6.Category f-Sprinklers are not required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State TABLE EB1201.6.17 SPRINKLER SYSTEM VALUES CATEGORIES OCCUPANCY as b' c d e f A-1, A-3, F, M, R, S-1 -6 -3 D t-24 6 A-2 -4 0 4 A-4, B, E, S-2 -12 -6 0 12 a. These options cannot be taken if Category a in yEF312G1.6.18 is used. 1301.6.18 Standpipes 0.00 1.Category a-Standpipes are required;standpipe is not provided or the standpipe system design is not in compliance with Section 905.3 of the Building Code of New York State. X 2.Category b-Standpipes are not required;none are provided. 3.Category c-Standpipes are required;standpipes are provided in accordance with§905 of the Building Code of New York State. 4.Category d-Standpipes are not required;standpipes are provided in accordance with§905 of the Building Code of New York State. TABLE EB1201.6.18 STAtmPIPE SYSTEM VALUES CATEGORIES OCCUPANCY a' h c d A-1, A-3, F, M, R, S-1 -6 0 4 6 A-2 -4 0 2 4 A-9, B, E, S-2 -12 O 6 12 a. This option cannot be taken if Category a or Category b in SEB1201.6.17 is used. 1301.6.19 Incidental Use Area Protection 0.00 TABLE EB1201.6.19 INCIDENTAL USE AREA VALUES. PROTECTION REQUIRED BY TABLE 302-1-1 PROTMOTION PROVIDED OF THE BUILAING GCAE OF AlSS with 1 hour and 2 bm=s and HEN YORE STATE None 1 hour AFSS SP AFSS 2 hours A"S 2 i.-- ar,d AFSS -1 -3 -2 -2 -1 -2 0 2 hours, or 1 hour --i -2 -1 -1 0 0 0 and AFSS NA 1 hour and AFSS -3 -2 -1 -1 0 -1 0 O 1 hour -1 0 -1 -1 0 0 1 hour, or AFSS -1 0 -1 -1 O 0 0 with SP AFSS with SP -1 -1 -1 -1 0 -1 0 1 hour or AFSS -1 0 0 0 0 0 0 a. AFSS - Automatic fire suppression system, SP - Smoke partitions (See IBC $302.1.1.1y. East State LLC 416-418 E State St Ithaca, NY Table E1131301.8 Mandatory Safety Scores A-2 21 32 32 B 30 40 40 R-3 21 38 38 S-1 19 29 29 1301.7 Summary Section Safety Parameters Fire Safety(FS) Means of Egress(ME) General Safety(GS) 1301.6.1 Building Height 1.00 1.00 1.00 1301.6.2 Building Area 10.50 10.50 10.50 1301.6.3 Compartmentation 4.00 4.00 4.00 1301.6.4 Tenant and Dwelling Unit Separations 0.00 0.00 0.00 1301.6.5 Corridor Walls 2.00 2.00 2.00 1301.6.6 Vertical Openings 7.00 7.00 7.00 1301.6.7 HVAC Systems 5.00 5.00 5.00 1301.6.8 Automatic Fire Detection 6.00 6.00 6.00 1301.6.9 Fire Alarm Systems 0.00 0.00 0.00 1301.6.10 Smoke Control 0.00 0.00 0.00 1301.6.11 Means of Egress Capacity 0.00 0.00 0.00 1301.6.12 Dead Ends 2.00 2.00 2.00 1301.6.13 Maximum Exit Access Travel Distance 16.50 16.50 16.50 1301.6.14 Elevator Control 0.00 0.00 0.00 1301.6.15 Means of Egress Emergency Lighting 0.00 0.00 0.00 1301.6.16 Mixed Occupancies -10.00 -10.00 -10.00 1301.6.17 Automatic Sprinklers -3.00 -1.50 -3.00 1301.6.18 Standpipes 0.00 0.00 0.00 1301.6.19 Incidental Use Area Protection 0.00 0.00 0.00 Building Score-Total Value 41.00 42.50 41.00 FS Score ME Score GS Score R-3 41 42 41 Mandatory Scores 21 38 38 Score+/- 20 4 3 Pass Yes Yes Yes East State LLC R-3 Analysis 416-418 E State St Ithaca,NY Occupancy: A-2,B,S-1,R-3 Construction Type: VB SECTION FORMULA VALUE 1301.6.1 Building Height 1.00 AH=Allowable Height from Table 503 40 EBH=Existing Building Height 24 AS=Allowable Height in Stories 3 EBS=Existing Building Height in Stories 2 CF=Construction Factor.1 if AH-EBH is positve.Construction Type Factor shown in 1 Table EB1301.6.6(2)if AH is negative. The value for the building height shall be the lesser value determined using the following formulas in Section 1301.6.1.1. I eight value,beet = (r1H)—(EBHI x CF JIM 7M 12.5 l[eight value,stories-(AS EBS)x CF 1301.6.2 Building Area R_3 9 1 10.50 Actual Area 1112 Aa=Allowable Area per Floor 13710 Is=Area Increase due to sprinklers 0 If=Area Increase due to frontage(see Frontage increase note below) 0 At=Tabular Area per floor;Table 503 13710 Unlimited Area Allowed-ADJUSTED TO EQUAL 50%OF MAX FS SCORE Amax=Total area of enitre building 41130 Aa,max=Allowable area per floor based on limitations of 506.4 20565 Equation EB13-2: (100+�.+I,) x A, 1 R-30 $a i 100 R-3 Amax=3 x As,Per 506.1 of NYSBC 3 41130 Equation EB13-3: .1 Actual2stories — 1111tiA 20565 . a,inax. Number of'stories I Aai11200 Equation EB13-4: 11.43 M 111u%%ahic Actual Aqua] areai arcur arcs Area value i- 1200syuaro Poet I Allowable Allowable 10.50 areal arean i=Value for an individual separated occupancy on a floor. n=Number of separated occupancies on a floor. §506.2 Frontage increase. If=Area increase due to frontage. 0 F=Building perimeter which fronts on a public way or open space having 20 feet 91 (6096 mm)open minimum width(feet). P=Perimeter of entire building(feet). 366 W=Width of public way or open space(feet) 30 in accordance with§506.2.1. If = 100 + F - 0.25 W ° P 30 1301.6.3 Compartmentation 4.00 TABLE FR1201.6.3 COMPARMMTATION VALUES CATEGORIES` A e compartment mine b c d compartment aqua, to or grater Compartment compartment Compartment size of 2,500 then 15,OD0 squaw size of 10,000 size of 7,500 size of 5,000 square fast 0CCL'FAYCY feet square fret square feet square feet or less A-1, A-s 0 6 10 14 18 A-2 0 4 10 14 18 3, Z, 5-2 4 5 10 15 20 F, M, A, S-1 0 C 9 D 1 10 1 16 22 For SI: 1 aqua..re foot - 0.0929 m2. a- For areas between categories, the compartmentation value shall be obtained by linear interpolation. 1301.6.4 Tenant and Dwelling Unit Separations 0.00 TABLE -1201.6.4 SECARATION VALUES CATEGORIES OCCUPANCY a A a d e A-1 O 0 0 0 1 A-2 -5 -3 0 1 3 R -4 -2 0 2 4 A-3, A-4, B. E, F, M, 5-1 -4 -3 0 2 4 5-2 -5 -2 0 2 4 §EB1201.6.4.1 Categories.The categories for tenant and dwelling unitseparations are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;doors not self-closing or automatic closing. 2.Category b-Fire partitions or floor assembly less than 1-hour fire-resistance rating or not constructed in accordance with§708 or§711 of the Building Code of New York State,respectively. X 3.Category c-Fire partitions with 1-hour or greater fire-resistance rating constructed in accordance with§708 of the Building Code of New York State and floor assemblies with 1-hour but less than 2-hour fire-resistance rating constructed in accordance with§711 of the Building Code of New York State or with only one tenant within the fire area. 4.Category d-Fire barriers with 1-hour but less than 2-hour fireresistance rating constructed in accordance with§706 of the Building Code of New York State and floor assemblies with 2-hour or greater fire-resistance rating constructed in accordance with§711 of the Building Code of New York State. 5.Category e-Fire barriers and floor assemblies with 2-hour or greater fire-resistance rating and constructed in accordance with §706 and§711 of the Building Code of New York State,respectively. 1301.6.5 Corridor Walls 2.00 §EB1201.6.5.1 Categories.The categories for corridor walls are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;or doors not self-closing. 2.Category b-Less than 1-hour fire-resistance rating or not constructed in accordance with§708.4 of the Building Code of New York State. 3.Category c-1-hour to less than 2-hour fire-resistance rating,with doors conforming to§715 of the Building Code of New York State or without corridors as permitted by 61018[typo in code says 10131 of the Building Code of New York State. X 4.Category d-2-hour or greater fire-resistance rating,with doors conforming to§715 of the Building Code of New York State. TABLE EB1201.5.5 CORRIDOR WALL VALUES CATF030RIES OCCUPANCY a. b Ca I- A-1 -10 -4 0 2 A-2 -30 -12 0 2 A-3, F, M, R, S-1 -7 -3 0 O A-4, B, E, 5-2 -5 11 -2 0 5 a. Corridors not providing at least one-half the travel distance for all occupants on a. floor shall use Category b. 1301.6.6 Vertical Openings 7.00 VC,=Vertical opening value. PV=Protection value from Table EB1201.6.6(1). 1 CIF=Construction type factor from Table EB1201.6.6(2) 7 VO PV x CF 7 TABLE EB2201,6.61i} VERTICAL OPENING PROTECTION VALVE PROTECTION VALUE Hone (unproteoted -2 time. nU ar of floors opening) connected Less than I hour -1 times number of floors acted I to Is.. than 2 hour. 1 2 hour. or or. 2 TABLE EB1201.6.6l2} CONSTROCTFON-TYPE FACTOR TYPE OF CONSTRUCTION IA I8 IIA 110 IIIA IIIB IV VA VS FACTOR 1.2 1.5 2.2 3.5 2.5 3.5 2.3 3.3 7 1301.6.7 HVAC Systems 5.00 1.Category a-Plenums not in accordance with§M602 of the Mechanical Code of New York State.-10 points. 2.Category b-Air movement in egress elements not in accordance with§1016.4 of the Building Code of New York State.-5 points. 3.Category c-Both Categories a and b are applicable.-15 points. 4.Category d-Compliance of the HVAC system with§1016.4 of the Building Code of New York State and§M602 of the Mechanical Code of New York State.0 points. X 5.Category e-Systems serving one story;or a central boiler/chiller system without ductwork connecting two or more stories.+5 points. 1301.6.8 Automatic Fire Detection 6.00 1.Category a-None. 2.Category b-Existing smoke detectors in HVAC systems and maintained in accordance with the Fire Code of New York State. 3.Category c-Smoke detectors in HVAC systems.The detectors are installed in accordance with the requirements for new buildings in the Mechanical Code of New York State. 4.Category d-Smoke detectors throughout all Floor areas other than individual sleeping units,tenant spaces and dwelling units. X 5.Category e-Smoke detectors installed throughout the fire area. TABLE E121201.6.8 AUTCKATIC FIRE DETECTIDN VALUES CATEMB33LS oCtY7FANCY a h c a s A-1, A-3,, 1:, M, R, 5=1 -10 -5 0 2 6 A-2 -25 -5 0 5 9 A-4, E9, L, 5-2 -4 -2 0 4 8 1301.6.0 Fire Alarm Systems 0.00 1.Category a-None. 2.Category b-Fire alarm system with manual fire alarm boxes in accordance with§907.3 of the Building Code of New York State and alarm notification appliances in accordance with§907.9 of the Building Code of New York State. X 3.Category c-Fire alarm system in accordance with§907 of the Building Code of New York State. 4.Category d-Category c plus a required emergency voice/alarm communications system and a fire command station that conforms to §403.8 of the Building Code of New York State and Contains the emergency voice/alarm communications system controls,fire department Communication system controls,and any other controls specified in§911 of the Building Code of New York State where those systems are provided. TABLE 881201.6.P FIRE ALARM SYSTEM VALUES CATPAORIM nccuPANCY a b. c d A-1, A-2, A-3, -10 -5 0 5 A-4, B,: E, R F, M, S 0 5 10 15 a. For buildings equipped throughout with an automatic sprinkler system, add 2 points for activation by a sprinkler water-flaw device. 1301.6.10 Smoke Control 0.00 TABLE EB1201.6.10 Smn CONTROL VALUES CATEGORIES OCCUPANCY a b a d a f A-1, A-2, A-3 0 1 2 3 6 6 A-4, E 0 0 0 1 3 5 a, M, R 0 2' 3' 3' 3' 4' F, S 0 2' 2' 3- 3' 3' a. This value shall be 0 if compliance with Category d or a in S%B1201.6.8.1 has not been obtained. X 1.Category a-None. 2.Category b-The building is equipped throughout with an automatic sprinkler system.Openings are provided in exterior walls at the rate of 20 square feet(1.86 m2)per 50 linear feet(15 240 mm)of exterior wall in each story and distributed around the building perimeter at intervals not exceeding 50 feet(15 240 mm).Such openings shall be readily operable from the inside without a key or separate tool and shall be provided with ready access thereto.In lieu of operable openings,clearly and permanently marked tempered glass panels shall be used. 3.Category c-One enclosed exit stairway,with ready access thereto,from each occupied floor of the building.The stairway has operable exterior windows,and the building has openings in accordance with Category b. 4.Category d-One smokeproof enclosure and the building has openings in accordance with Category b. 5.Category e-The building is equipped throughout with an automatic sprinkler system.Each fire area is provided with a mechanical airhandling system designed to accomplish smoke containment.Return and exhaust air shall be moved directly to the outside without recirculation to other fire areas of the building under fire conditions.The system shall exhaust not less than six air changes per hour from the fire area.Supply air by mechanical means to the fire area is not required.Containment of smoke shall be considered as confining smoke to the fire area involved without migration to other fire areas.Any other tested and approved design that will adequately accomplish smoke containment is permitted. 6.Category f-Each stairway shall be one of the following:a smokeproof enclosure in accordance with§1019.1.8 of the Building Code of New York State;pressurized in accordance with§909.20.5 of the Building Code of New York State;or shall have operable exterior windows. 1301.6.11 Means of Egress Capacity 0.00 TABLE E81201.6.11 116ANS OW X,MSB VALEMB CATEaaAISB' =•_ll PANCY ; $ d A-1, i- 3, A-4, E -10 0 2 8 10 M -3 0 1 2 4 B, F, S -1 0 0 0 0 R -3 C. 0 0 0 a. The values indicated are for buildings six stories or less in height.. For building. over six .t—ie. in height, add an additional -10 points. 1.Category a-Compliance with the minimum required means-of-egress capacity or number of exits is achieved through the use of a fire escape in accordance with§EB605.3.1.2. X 2.Category b-Capacity of the means of egress complies with§1004 of the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. 3.Category c-Capacity of the means of egress is equal to or exceeds 125 percent of the required means-of-egress capacity,the means of egress complies with the minimum required width dimensions specified in the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. 4.Category d-The number of exits provided exceeds the number of exits required by§1019 of the Building Code of New York State. Exits shall be located a distance apart from each other equal to not less than that specified in§1015 of the Building Code of New York State. 5.Category e-The area being evaluated meets both Categories c and d. 1301.6.12 Dead Ends 2.00 1.Category a-Dead end of 35 feet(10 670 mm)in nonsprinklered buildings or 70 feet(21 340 mm)in sprinklered buildings. 2.Category b-Dead end of 20 feet(6096 mm);or 50 feet(15 240 mm)in Group B in accordance with§1016.3,Exception 2 of the Building Code of New York State. X 3.Category c-No dead ends;or ratio of length to width(1/w)is less than 2.5:1. TABLE P81201.6.12 DEAD-END VALUES CAYEW$3E5' OCCUPANCY 0 b o A-1, A-3, A-4, B, F, M, R, E A-2, 8 a. For dead-end distances between categories, the dead end value shall be obtained by linear interpolation. 1301.6.13 Maximum Exit Access Travel Distance 16.50 Allowable: 200 Maximum allo"ahle Maximum actual 35 lratcl dislancc - Irate]distance Points=20 x 16.5 hlaxinuun alk)%vahle travel dislancc 1301.6.14 Elevator Control 0.00 1.Category a-No elevator. 2.Category to-Any elevator without Phase I and II recall. 3.Category c-All elevators with Phase I and 11 recall as required by the Fire Code of New York State. 4.Category d-All meet Category c;or Category to where permitted to be without recall;and at least one elevator that complies with new construction requirements serves all occupied floors. TABLE EB1201.6.14 ELEVATOR OONTROL VALVES CATEGORIES ELEVATOR TRAVEL a b c d Less than 25 feet of travel above or -2 0 0 +2 Single-story/NA O below the primary level of elevator access for emergency fire-fighting or rescue personnel Travel of 25 feet or more above or -4 NP 0 +4 below the primary level of elevator access for emergency fire-fighting or rescue personnel For SI: 1 toot - 304.8 gran. NP = Not permitted. 1301.6.15 Means of Egress Emergency Lighting 0.00 X 1.Category a-Means-of-egress lighting and exit signs not provided with emergency power in accordance with§2702 of the Building Code of New York State. 2.Category to-Means-of-egress lighting and exit signs provided with emergency power in accordance with§2702 of the Building Code of New York State. 3.Category c-Emergency power provided to means-of-egress lighting and exit signs,which provides protection in the event of power failure to the site or building. TABLE EB1201.6.15 >!itEAti5-O]i'-EGRESS EMERGENCY LIGHTING VALVES NUb1BZR OF EXITS REQUIRED BY CATEGORIES 510i8.1 AND YB_2 OF THE BUILLING COLE OF NSW YORE STAIE a h C Two or more exit= NP 0 4 Minimum of one exit 0 1 1 NF fot I-,:r,J`r d.. 1301.6.16 Mixed Occupancies -10.00 X 1.Category a-Minimum 1-hour fire barriers between occupancies. 2.Category b-Fire barriers between occupancies in accordance with§508.3.3 of the Building Code of New York State. 3.Category c-Fire barriers between occupancies having a fire resistance rating of not less than twice that required by§508.3.3 of the Building Code of New York State. TABLE Es1201.6.16 N7X]90 OCCUPANCY VALVES' CATRTES OCCUPANCY a b a A-1, A-2, R -10 0 10 A-3, A-4, B, E, F, M, S -5 0 5 a. For fire-resistance ratings between categories, the value shall be obtained by linear interpolation. 1301.6.17 Automatic Sprinklers -3.00 1.Category a-Sprinklers are required throughout;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. X 2.Category b-Sprinklers are required in a portion of the building;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. 3.Category c-Sprinklers are not required;none are provided. 4.Category d-Sprinklers are required in a portion of the building;sprinklers are provided in such portion;the system is one that complied with the code at the time of installation and is maintained and supervised in accordance with§903 of the Building Code of New York State. 5.Category e-Sprinklers are required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State. 6.Category f-Sprinklers are not required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State TABLE E61201.6.17 SPRINKLER SYSTEM VALUES CATEGORIES OCCUPANCY is b` a d a f A-1, ,v +. F, M, R, S-1 -6 -3 0 2 4 6 A-2 -4 -2 0 1 2 4 A-4, B, £, S-2 -12 -6 0 3 6 12 a. These options cannot be taken if Category a in §£61201.6.18 is used. 1301.6.18 Standpipes 0.00 1.Category a-Standpipes are required;standpipe is not provided or the standpipe system design is not in compliance with Section 905.3 of the Building Code of New York State. X 2.Category b-Standpipes are not required;none are provided. 3.Category c-Standpipes are required;standpipes are provided in accordance with§905 of the Building Code of New York State. 4.Category d-Standpipes are not required;standpipes are provided in accordance with§905 of the Building Code of New York State, TABLE ES1201.6.18 STANAPIPS SYSTEM VALUES CATEGORIES OCCUPANCY ea b c d A-1, A-3, F, M, R, S-1 -6 O 4 6 A-2 -4 0 2 4 A-4, 8, E, S-2 -12 0 6 12 a. This option cannot be taken if Category a or Category b in SEB1201.6.17 is used. 1301.6.19 Incidental Use Area Protection 0.00 TABLE EB1201.6.19 THC333rrAWMAX.USK AREA VATAERS' PROTECTION REQUIRED BY TABLE 302.1.1 PROTECTION PROVIDE OF THE SOIZAING GCZZ OF AFSS with l hour and 2 hours and BEN YORE STATE None 1 hour ArSS SP AESS 2 hours A"S i.-- ar,d AFSS -9 -3 -2 -2 -1 -2 0 2 hours, or 1 hour --i -2 -1 -1 0 0 0 and AFSS NA 1 hour and AFSS -3 -2 -1 -1 0 -1 0 OO 1 hour -1 0 -1 -1 0 0 1 hour, or AFSS -1 0 -1 -1 O 0 0 with SP AFSS with SP -1 -1 -1 -1 0 -1 4 I hour or AFSS -1 0 0 0 0 0 0 a. AFSS - Automatic fire suppression system, SP - Smoke partitions (See IBC $302.1.1.1y. East State LLC 416-418 E State St Ithaca, NY Table E1137301.8 Mandatory Safety Scores A-2 21 32 32 B 30 40 40 R 21 38 38 S-1 19 29 29 1301.7 Summary Section Safety Parameters Fire Safety(FS) Means of Egress(ME) General Safety(GS) 1301.6.1 Building Height -1.00 -1.00 -1.00 1301.6.2 Building Area 0.76 0.76 0.76 1301.6.3 Compartmentation 4.00 4.00 4.00 1301.6.4 Tenant and Dwelling Unit Separations 0.00 0.00 0.00 1301.6.5 Corridor Walls 2.00 2.00 2.00 1301.6.6 Vertical Openings 7.00 7.00 7.00 1301.6.7 HVAC Systems 5.00 5.00 5.00 1301.6.8 Automatic Fire Detection 6.00 6.00 6.00 1301.6.9 Fire Alarm Systems 0.00 0.00 0.00 1301.6.10 Smoke Control 0.00 0.00 0.00 1301.6.11 Means of Egress Capacity 0.00 0.00 0.00 1301.6.12 Dead Ends 2.00 2.00 2.00 1301.6.13 Maximum Exit Access Travel Distance 16.70 16.70 16.70 1301.6.14 Elevator Control 0.00 0.00 0.00 1301.6.15 Means of Egress Emergency Lighting 1.00 1.00 1.00 1301.6.16 Mixed Occupancies -5.00 -5.00 -5.00 1301.6.17 Automatic Sprinklers 0.00 0.00 0.00 1301.6.18 Standpipes 0.00 0.00 0.00 1301.6.19 Incidental Use Area Protection 0.00 0.00 0.00 Building Score-Total Value 38.46 38.46 38.46 FS Score ME Score GS Score S-1 38 38 38 Mandatory Scores 19 29 29 Score+/- 19 9 9 Pass Yes Yes Yes East State LLC S-1 Analysis 416-418 E State St Ithaca,NY Occupancy: A-2,B,S-1,R-3 Construction Type: VB SECTION FORMULA VALUE 1301.6.1 Building Height 1.00 AH=Allowable Heightfrom Table 503 40 EBH=Existing Building Height 24 AS=Allowable Height in Stories 1 EBS=Existing Building Height in Stories 2 CIF=Construction Factor.1 if AH-EBH is positve.Construction Type Factor shown in 1 Table EB1301.6.6(2)if AH is negative. The value for the building height shall be the lesser value determined using the following formulas in Section 1301.6.1.1. I eight value,beet = (r1H)—(EBHI x CF 1.28 7N 12.5 l[eight value,stoiic I,IS EBS)x C F -1 1301.6.2 Building Area A_2 B S=1 Total 0.76 Actual Area 1612 4611 1061 7284 Aa=Allowable Area per Floor 6000 9000 9000 Is=Area Increase due to sprinklers 0 0 0 If=Area Increase due to frontage(see Frontage increase note below) 0 0 0 At=Tabular Area per floor;Table 503 6000 9000 9000 Amax=Total area of enitre building 18000 27000 27000 Aa,max=Allowable area per floor based on limitations of 506.4 9000 13500 13500 Equation EB13-2: (100+I.+I5..) XAt A=2 B S_1 A i 1 6000 9000 9000 a 100 A-2 B S-1 Amax=3 x As,Per 506.1 of NYSBC 3 18000 27000 27000 Equation EB13-3: Actual stories A I113 2 A o 9000 13500 13500 a,rnax. Nurnber of stories I Aai11200 Aai11200 Aai11200 Equation EB13-4: 5.00 7.50 7.50 111u%%ahlc Actual Aqua] arcs. arcur arcs Area value i- ' I— r ...i.. '! 1200syuare Poet Allowablc Allowable 0.51 0.76 1 0.76 areal arCan i=Value for an individual separated occupancy on a floor. n=Number of separated occupancies on a floor. §506.2 Frontage increase. If=Area increase due to frontage. 0 F=Building perimeter which fronts on a public way or open space having 20 feet 91 (6096 mm)open minimum width(feet). P=Perimeter of entire building(feet). 366 W=Width of public way or open space(feet) 30 in accordance with§506.2.1. P 0.25130 1301.6.3 Compartmentation 4.00 TABLE EE1201.6.3 COMPARTNBNTATION VALUES CATE60RTES` Compartment si.. b d Compartment. equal to or greater Compartment. Compartment Compartment of 2,500 than 15,000 square si.. f 10,000 ®i.. f 7,500 ■i.ze of 5,000 square feet OCCUPANCY feet square feet square fent square feet or less A-1, A-3 0 6 10 14 18 A-2 0 4 10 14 18 A-4, E, E, S-2 4 5 10 15 20 F, M, R, S-1 0 4 10 16 22 For S1- 1 square foot - 0.0929 m2. For areas between categories, the compartmentation value shall be ,Dbtained by linear interpolation. 1301.6.4 Tenant and Dwelling Unit Separations 0.00 TABLE EB1201.6.4 SEPARATION VALUES CATEOOR3BS OCCUPANCY a b C d s A-1 0 0 0 0 1 A-2 -5 -3 0 1 3 R -4 -2 0 2 4 A-3, A-4, B, E, F, M, S-1 -4 -3 0 2 4 5-2 -5 -2 0 2 4 §EB1201.6.4.1 Categories.The categories for tenant and dwelling unitseparations are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;doors not self-closing or automatic closing. 2.Category b-Fire partitions or floor assembly less than 1-hour fire-resistance rating or not constructed in accordance with§708 or§711 of the Building Code of New York State,respectively. X 3.Category c-Fire partitions with 1-hour or greater fire-resistance rating constructed in accordance with§708 of the Building Code of New York State and floor assemblies with 1-hour but less than 2-hour fire-resistance rating constructed in accordance with§711 of the Building Code of New York State or with only one tenant within the fire area. 4.Category d-Fire barriers with 1-hour but less than 2-hour fireresistance rating constructed in accordance with§706 of the Building Code of New York State and floor assemblies with 2-hour or greater fire-resistance rating constructed in accordance with§711 of the Building Code of New York State. 5.Category e-Fire barriers and floor assemblies with 2-hour or greater fire-resistance rating and constructed in accordance with §706 and§711 of the Building Code of New York State,respectively. 1301.6.5 Corridor Walls 2.00 §EB1201.6.5.1 Categories.The categories for corridor walls are: 1.Category a-No fire partitions;incomplete fire partitions;no doors;or doors not self-closing. 2.Category b-Less than 1-hour fire-resistance rating or not constructed in accordance with§708.4 of the Building Code of New York State. 3.Category c-1-hour to less than 2-hour fire-resistance rating,with doors conforming to§715 of the Building Code of New York State or without corridors as permitted by 61018[typo in code says 10131 of the Building Code of New York State. X 4.Category d-2-hour or greater fire-resistance rating,with doors conforming to§715 of the Building Code of New York State. TABLE EE1201.6.5 CORRIDOR WALL VALUES CATESORIES OCCUPANCY a. b C'' I- A-1 -10 -4 0 2 A-2 -30 -12 0 2 A-3, F, M, R, S-1 -7 -3 0 O A-4, B, E, S-2 -5 11 -2 0 5 a. Corridors not providing at least one-half the travel distance for all occupants on a. floor shall use Category b, 1301.6.6 Vertical Openings 7.00 VC,=Vertical opening value. PV=Protection value from Table EB1201.6.6(1). 1 CIF=Construction type factor from Table EB1201.6.6(2) 7 VO PV x CF 7 TABLE EB2201,6.61i} VERTICAL OPENING PROTECTION VALVE PROTECTION VALUE Hone (unproteoted -2 time. nU ar of floors opening) connected Less than I hour -1 times number of floors acted I to Is.. than 2 hour. 1 2 hour. or or. 2 TABLE EB1201.6.6l2} CONSTROCTFON-TYPE FACTOR TYPE OF CONSTRUCTION IA I8 IIA 110 IIIA IIIB IV VA VS FACTOR 1.2 1.5 2.2 3.5 2.5 3.5 2.3 3.3 7 1301.6.7 HVAC Systems 5.00 1.Category a-Plenums not in accordance with§M602 of the Mechanical Code of New York State.-10 points. 2.Category b-Air movement in egress elements not in accordance with§1016.4 of the Building Code of New York State.-5 points. 3.Category c-Both Categories a and b are applicable.-15 points. 4.Category d-Compliance of the HVAC system with§1016.4 of the Building Code of New York State and§M602 of the Mechanical Code of New York State.0 points. X 5.Category e-Systems serving one story;or a central boiler/chiller system without ductwork connecting two or more stories.+5 points. 1301.6.8 Automatic Fire Detection 6.00 1.Category a-None. 2.Category b-Existing smoke detectors in HVAC systems and maintained in accordance with the Fire Code of New York State. 3.Category c-Smoke detectors in HVAC systems.The detectors are installed in accordance with the requirements for new buildings in the Mechanical Code of New York State. 4.Category d-Smoke detectors throughout all Floor areas other than individual sleeping units,tenant spaces and dwelling units. X 5.Category e-Smoke detectors installed throughout the fire area. TABLE EB1201.6.8 AUTCKATIC FIRE DETECTIDN VALUES CATEMB33LS oCtY7FANCY a h c a s A-1, A-3,, 1:, M, R, 5=1 -10 -5 0 2 6 A-2 -25 -5 0 5 9 A-4, E9, L, 5-2 -4 -2 0 4 8 1301.6.0 Fire Alarm Systems 0.00 X 1.Category a-None. 2.Category b-Fire alarm system with manual fire alarm boxes in accordance with§907.3 of the Building Code of New York State and alarm notification appliances in accordance with§907.9 of the Building Code of New York State. 3.Category c-Fire alarm system in accordance with§907 of the Building Code of New York State. 4.Category d-Category c plus a required emergency voice/alarm communications system and a fire command station that conforms to §403.8 of the Building Code of New York State and Contains the emergency voice/alarm communications system controls,fire department Communication system controls,and any other controls specified in§911 of the Building Code of New York State where those systems are provided. TABLE EE1201.6.P FIRE ALARM SYSTEM VALUES CATPAORIEB nccuPANCY a b. c d A-1, A-2, A-3, -10 -5 0 5 A-4, B,: E, R F, M, S 0 5 10 15 a. For buildings equipped throughout with an automatic sprinkler system, add 2 points for activation by a sprinkler water-flaw device. 1301.6.10 Smoke Control M 1 0.00 TABLE EB1201.6.10 SHOES CONTROL VALUES CATEGOP-TES OCCUPANCY a b a d a f A-1, A-2, A-3 0 1 2 3 6 6 A-4, E 0 0 0 1 3 5 a, M, R 0 2' 3' 3' 3' 4' F, S 0 2' 2' 3- 3' 3' a. This value shall be 0 if compliance with Category d or a in S%B1201.6.8.1 has not been obtained. X 1.Category a-None. 2.Category b-The building is equipped throughout with an automatic sprinkler system.Openings are provided in exterior walls at the rate of 20 square feet(1.86 m2)per 50 linear feet(15 240 mm)of exterior wall in each story and distributed around the building perimeter at intervals not exceeding 50 feet(15 240 mm).Such openings shall be readily operable from the inside without a key or separate tool and shall be provided with ready access thereto.In lieu of operable openings,clearly and permanently marked tempered glass panels shall be used. 3.Category c-One enclosed exit stairway,with ready access thereto,from each occupied floor of the building.The stairway has operable exterior windows,and the building has openings in accordance with Category b. 4.Category d-One smokeproof enclosure and the building has openings in accordance with Category b. 5.Category e-The building is equipped throughout with an automatic sprinkler system.Each fire area is provided with a mechanical airhandling system designed to accomplish smoke containment.Return and exhaust air shall be moved directly to the outside without recirculation to other fire areas of the building under fire conditions.The system shall exhaust not less than six air changes per hour from the fire area.Supply air by mechanical means to the fire area is not required.Containment of smoke shall be considered as confining smoke to the fire area involved without migration to other fire areas.Any other tested and approved design that will adequately accomplish smoke containment is permitted. 6.Category f-Each stairway shall be one of the following:a smokeproof enclosure in accordance with§1019.1.8 of the Building Code of New York State;pressurized in accordance with§909.20.5 of the Building Code of New York State;or shall have operable exterior windows. 1301.6.11 Means of Egress Capacity 0.00 TARLZ Z81201.B.11 NGNS OW X,MSB VALEMB CATEaaAISB' =•_ll PANCY ; $ d A-1, i- 3, A-4, E -10 0 2 8 10 M -3 0 1 2 4 B, F, S -1 0 0 l 0 0 R -3 0 0 0 0 a. The values indicated are for buildings six stories or less in height.. For building. over six stories in height, add an additional -10 points. 1.Category a-Compliance with the minimum required means-of-egress capacity or number of exits is achieved through the use of a fire escape in accordance with§EB605.3.1.2. 2.Category b-Capacity of the means of egress complies with§1004 of the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. X 3.Category c-Capacity of the means of egress is equal to or exceeds 125 percent of the required means-of-egress capacity,the means of egress complies with the minimum required width dimensions specified in the Building Code of New York State,and the number of exits complies with the minimum number required by§1019 of the Building Code of New York State. 4.Category d-The number of exits provided exceeds the number of exits required by§1019 of the Building Code of New York State. Exits shall be located a distance apart from each other equal to not less than that specified in§1015 of the Building Code of New York State. 5.Category e-The area being evaluated meets both Categories c and d. 1301.6.12 Dead Ends 2.00 1.Category a-Dead end of 35 feet(10 670 mm)in nonsprinklered buildings or 70 feet(21 340 mm)in sprinklered buildings. 2.Category b-Dead end of 20 feet(6096 mm);or 50 feet(15 240 mm)in Group B in accordance with§1016.3,Exception 2 of the Building Code of New York State. X 3.Category c-No dead ends;or ratio of length to width(1/w)is less than 2.5:1. TABLE ffi1201.6.12 DEAD-END VALUES CAYEW$3E9' OCCUPANCY 0 b o A-1, A-3, A-4, B, F, M, R, E A-2, 8 a. For dead-end distances between categories, the dead end value shall be obtained by linear interpolation. 1301.6.13 Maximum Exit Access Travel Distance 16.70 Allowable: 200 Maximum allo"ahle Maximum actual 33 Ira%V1 distancc tritccl distit1lCc' Points=20 x 16.7 hlaxinuun alk)%vahle travel dislanbc 1301.6.14 Elevator Control 0.00 1.Category a-No elevator. 2.Category to-Any elevator without Phase I and II recall. 3.Category c-All elevators with Phase I and 11 recall as required by the Fire Code of New York State. 4.Category d-All meet Category c;or Category to where permitted to be without recall;and at least one elevator that complies with new construction requirements serves all occupied floors. TABLE EB1201.6.14 ELEVATOR Ot'NTFOOL VALVES CATEGORIES ELEVATOR TRAVEL a b c d Less than 25 feet of travel above or -2 0 0 +2 Single-story/NA O below the primary level of elevator access for emergency fire-fighting or rescue personnel Travel of 25 feet or more above or -4 NP 0 +4 below the primary level of elevator access for emergency fire-fighting or rescue personnel For SI: 1 toot - 304.8 gran. NP = Not permitted. 1301.6.15 Means of Egress Emergency Lighting 1.00 1.Category a-Means-of-egress lighting and exit signs not provided with emergency power in accordance with§2702 of the Building Code of New York State. X 2.Category to-Means-of-egress lighting and exit signs provided with emergency power in accordance with§2702 of the Building Code of New York State. 3.Category c-Emergency power provided to means-of-egress lighting and exit signs,which provides protection in the event of power failure to the site or building. TABIE EB1201.6.15 MEANS--OF-EGRESS EMERGENCY LIGHTING VALVES NWlBER OF EXITS REQUIRED BY CATEGORIES 510i8.1 AND Y8.2 OF THE BUILLING COLE OF NSW YORK STAIE a h C Two or more exit= NF 0 4 Minimum of one exit 0 1 1 NF fot I-,:r,J`r d.. 1301.6.16 Mixed Occupancies -5.00 X 1.Category a-Minimum 1-hour fire barriers between occupancies. 2.Category b-Fire barriers between occupancies in accordance with§508.3.3 of the Building Code of New York State. 3.Category c-Fire barriers between occupancies having a fire resistance rating of not less than twice that required by§508.3.3 of the Building Code of New York State. TABLE EB1201.6.16 N7X]90 OCCUPANCY VALVES' CATRTBS OCCUPANCY a b a A-1, A-2, R -10 0 10 A-3, A-4, B, E, F, M, S 7D 0 5 a. For fire-resistance ratings between categories, the value shall be obtained by linear interpolation. 1301.6.17 Automatic Sprinklers Ong 0.00 1.Category a-Sprinklers are required throughout;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. 2.Category b-Sprinklers are required in a portion of the building;sprinkler protection is not provided or the sprinkler system design is not adequate for the hazard protected in accordance with§903 of the Building Code of New York State. X 3.Category c-Sprinklers are not required;none are provided. 4.Category d-Sprinklers are required in a portion of the building;sprinklers are provided in such portion;the system is one that complied with the code at the time of installation and is maintained and supervised in accordance with§903 of the Building Code of New York State. 5.Category e-Sprinklers are required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State. 6.Category f-Sprinklers are not required throughout;sprinklers are provided throughout in accordance with Chapter 9 of the Building Code of New York State TABLE EB1201.6.17 SPRINKLER SYSTEM VALUES CATEGORIES OCCUPANCY i' b• c d a f A-1, A-3, F, M, R, S-1 -6 O 4 6 A-2 -4 1 2 4 A-4, B, £, S-2 -12 -6 0 3 6 12 a. These options cannot be taken if Category a in §£61201.6.18 is used. 1301.6.18 Standpipes 0.00 1.Category a-Standpipes are required;standpipe is not provided or the standpipe system design is not in compliance with Section 905.3 of the Building Code of New York State. X 2.Category b-Standpipes are not required;none are provided. 3.Category c-Standpipes are required;standpipes are provided in accordance with§905 of the Building Code of New York State. 4.Category d-Standpipes are not required;standpipes are provided in accordance with§905 of the Building Code of New York State. TABLE EB1201.6.18 STAtmPIPE SYSTEM VALUES CATEGORIES OCCUPANCY a' h c d A-1, A-3, F, M, R, S-1 -6 O 4 6 A-2 -4 0 2 4 A-9, B, E, S-2 -12 0 6 12 a. This option cannot be taken if Category a or Category b in SEB1201.6.17 is used. 1301.6.19 Incidental Use Area Protection 0.00 TABLE EB1201.6.19 INCIDENTAL USE AREA VALUES PROTECTION REQUIRED BY TABLE 302.I-I PROTMOTION PROVIDED OF THE BUILAING GCAE OF AlSS with 1 hour and 2 bm=s and HEN YORE STATE None 1 hour AFSS SP AFSS 2 hours A"S 2 i.-- ar,d AFSS -1 -3 -2 -2 -1 -2 0 2 hours, or 1 hour --i -2 -1 -1 0 0 0 and AFSS NA 1 hour and AFSS -3 -2 -1 -1 0 -1 0 O 1 hour -1 0 -1 -1 0 0 1 hour, or AFSS -1 0 -1 -1 O 0 0 with SP AFSS with SP -1 -1 -1 -1 0 -1 0 1 hour or AFSS -1 0 0 0 0 0 0 a. AFSS - Automatic fire suppression system, SP - Smoke partitions (See IBC $302.1.1.1y. Letter of Intent for 408 East State to Provide Easement to 416-418 East State Street Unity_1nn_L_LC.,doing business as the Argos Inn,owner of the property located at 408 East State, Ithaca, NY, intends to provide a permanent easement to East State LLC,owner of the adjacent property 416- 418 East State Street, Ithaca, NY.The easement will be approximately from the property line located between the two adjacent properties to S'41" to the West of the property line. At the rear of the properties,there is a larger area that steps West from the property line at the North-West corner of the existing 416 East State Street warehouse approximately 12'-0" and runs North to the Northern property line. See attached sketch for reference of area of potential permanent easement as shaded in orange and noted with lot line adjustment This signed document is a letter of intent to provide the easement A legal easement will be provided at a later date. Signed, Agri Smith, Owner Ben Rosenblum, owner Unity Inn.LLC East State LLC 408 East State Street 416-418 East State Street Ithaca, NY 14850 Ithaca, NY 14850 APPENDIX A: AREA OF EASEMENT, SHADED IN ORANGE. �srisioia PONral>:lNau�Pw.j ��sraarie'eicleccay,` \\ '`` .� \ \ \ \ 1 POTENTIAL LOTf i LINEADJUSTMENT I SETa4CK r LOT AREA=12850 SF \ " ! MAX.LOT COVERAGE-50% 6425 SF EXISTING BUILDING \ s FOOTPRINT--7650SF I PROPOSE[} •.�.. ^' ��— CIRCU DRII VE �t w ax tt I \ i 1 Exor csI uwE m i(Y o' zrr ao' �•,, Scaiff V=20r-0° .�11} From: Benjamin Piekut Sent: Monday, October 19, 2015 11:47 AM To: Lisa Nicholas Subject: 416-18 E State St revision Dear Lisa, Could you please forward the note below to the members of the P&D board? Many thanks, Ben Piekut 19 October 2015 To the members of the Ithaca Planning and Development board: I'm writing to express our continuing opposition to the revised development plan for 416-18 E State Street. My wife and I own our house at 417 E Seneca, behind the Argos and the planned speakeasy. Our concerns are as follows: NOISE and SMOKE The architect has removed the northwest entrance, and that is certainly a step in the right direction. But the problems for neighbors on State street (noise and smoke) still remain. Moreover,the increasingly formalized connection to the Argos merely heightens our concern about patio noise in the spring, summer, and autumn months. Finally,the planners' inclusion of greenery on the north edge to mitigate noise actually indicates two important points: 1)they know that there will be noise problems even in their revised plan, and 2)they offer no proper means to address those problems, because plants do not meaningfully reduce noise. ROOFTOP We must reiterate that we still see no reason why the owners will not expand to the roof beyond their good word; a restriction on future development written into the proposal (and possible variance)would put our minds at ease. PARKING The parking restrictions for zone B-4 are clear, and the planners have abandoned their first attempt (using the Gateway lot) because it failed to comply with the city's code.This revised plan looks suspicious to me because I seem to remember the original plans requiring something like forty spaces, and there is nowhere near that number available in the Argos lot. I will assume that the P&D Board and the Zoning Board will investigate the parking plan in a thorough manner, and I presume that they will find serious deficiencies. All of our previous concerns about parking getting bumped up Schuyler and down Seneca still stand. Yours sincerely, Ben Piekut Ann Lewandowski 417 E Seneca St From: Matthew Clark Sent: Monday, October 19, 2015 12:03 AM To: Lisa Nicholas Subject: 416-418 E. State St. Dear Ms. Nicholas, Please forward my letter below to the planning board regarding the revised 416-418 E. State St. proposal. Thank you. Sincerely, Matthew Clark To: Ithaca Planning and Development Board Date: October 18, 2015 1 have reviewed the revised documents fro the 416-418 E. State St. proposal. After failing to get support from the neighbors, planning board, and zoning board,the owners of 416-418 have only made marginal changes that are still not acceptable to me and my family who live at 419 E. Seneca St. adjacent to the Argos/Speakeasy. ENTRANCE and NOISE The entrance may be changed to the south side, but there are still WINDOWS that are aiming towards my property. If you recall, My wife, children, and I hear bar noises from the outside amphitheater and parking area every single warm night. I claim that the only method to ameliorate the Speakeasy noise from the bar, drinking tables, and musical entertainment would be to replace the windows by a solid exterior wall. Note that the example photographs presented by the 416-418 owners had no windows, so unless the windows are replaced by soundproofed exterior walls, the Ithaca Speakeasy is just another bar with windows. But even adding windows will do nothing to mitigate the noise from the Argos outdoor tables and amphitheater.The owners of 416-418 may claim they are a different project, but the fact that they propose sharing resources (including parking) means that the Argos' problems with neighbors become their problem also. PARKING I find the "shared parking" proposal risable, especially if the Argos continues to have overnight patrons and keeps serving alcohol past 9pm. In order to get customers to leave by 9pm,the bar AND the outdoor amphitheater MUST shut down by 8:30pm. No exceptions.This also precludes the Argos from having any evening events unless the Speakeasy is closed. The B4 parking requirements are pretty clear(http://www.cityofithaca.org/DocumentCenter/View/1435), but the square footage of the revised speakeasy plus lobby space has been omitted, so exact parking requirements for the revised proposed nightclub are unknown. For example if 10 parking slots are supposedly exclusively reserved for the nightclub after 9pm only,then that limits the Speakeasy area plus lobby to perhaps 400 square feet. Let's see some hard numbers in the proposal, since otherwise it is just speculation and hand-waving. I would also counter that a shared parking proposal would mean that the Argos and Speakeasy should be reviewed to make sure it conforms AS A SINGLE ENTITY to the existing zoning requirements.Thus the B4 zoning rules would apply, and the combined square footage should be added and checked. With the B4 rules requiring a parking space for each of the 10 Argos hotel rooms plus one for the 3rd-floor apartment plus one every 50 sq feet of bar/tavern space, I wonder if they even have enough parking for their current Argos business. Has anyone ever investigated whether they currently conform?They may not even have any parking spots to share. Since patrons drink outside (next to our backyard),this area should be included as "assembly space" in the square footage calculations; if it is not included then patrons should not be allowed to assemble there. COVENANT I am still waiting for the Argos to hire professional sound engineers from 2014, so another claim to "hire sound engineers" is hollow.As any competent landscape architect knows,vegetation alone is unable to stop noises-a full physical sound barrier is required. The city of Ithaca MUST have a contract in place that legally restricts the owners from making changes after appeals and sticking to the rules of a "shared parking" agreement. Frankly I don't trust them, and if they are sincere then they will be willing to codify their changes legally(for example actually BUILDING a sound barrier and kicking out all Argos bar customers promptly by 9pm). Personally I don't believe they'd abide by these restrictions - it seems like another bait-and- switch,just like the Argos which opened its external amphitheater after they initially said it would be a small inn. ZONING GUIDELINES Zoning rules are meant to PROTECT our community, and requests bend or break these rules should only be granted if there is a community benefit without impinging on the rights of affected citizens. As an adjacent residential landowner, my family (and other neighbors)would be negatively affected by the proposed bar at 416-418 E. State Street.This far outweighs any community benefit of granting the Argos/Speakeasy any special zoning breaks to open a bar/nightclub. Sincerely, Matthew Clark 419 E. Seneca St. To: Lisa Nicholas and the Members of the Planning Board Re: 416-418 East State Street Revised Plans Date: October 19, 2015 Thank you for giving us this opportunity to express our concerns as directly adjacent homeowners raising a 13 year old daughter at this location. We have several unanswered questions and issues with the revised plans for the proposed bar: 1. Parking - It seems the parking plan submitted is a rather too clever way of hiding the fact that there is simply not enough parking for the proposed establishment. Their parking plan indicates that there will be no onsite parking available between the hours of 4pm and 9pm, the very same hours when most bars in Ithaca fill with patrons. I'm assuming they expect their patrons to park around the corner on the quiet residential streets of the East Hill Historic District. In addition, there are roughly 12 spaces available to the bar in the Argos parking lot (if they are empty and not being used by existing Argos patrons). Unless the bar will have a gathering area of 600 sq. ft or less this will be insufficient for the proposed use. Where are their patrons going to park? 2. Sound and Vibrations - While I appreciate the fact that the owners of 416-418 East State St have revamped their project to make it smaller and "sound protect" the neighborhood, there is no guarantee that it would not expand in the future, or even that these proposed modifications will have their desired effect. We were promised a meeting with their sound engineer which never materialized. Once variances are approved there is little the neighbors or the city can do to rectify. 3. Proposed Access - Just where will this "secret speakeasy entrance" be? The current plans indicate that the only access to the bar space is through a small passageway to a door on the east side of the building accessible from East State Street. This is not acceptable to us as it places a bar entrance immediately adjacent to our rear porch. Again, as mentioned in our previous letter to the Board, when that door opens or closes the dishes on our table rattle. There is also no mention again of mitigating the seriously eroding hillside at the rear east side of the building. The situation there is placing our historic home at risk. Both access and property lines place this responsibility squarely on the owners of 416-418. 4. Smoking - even if the entrance to the establishment is elsewhere, the natural place for staff to take their "smoking" breaks is in the alleyway on the east side of the building. This will be an incredibly dangerous environmental hazard to our family as the prevailing air movement will lift the second-hand smoke directly into our house. 5. Communications - The project owners are not very good communicators. Despite our requests to meet with them there has no word from them. Our requests to meet with their sound engineer also have not come to fruition. If this is any indication of how they will respond to neighbors quite reasonable questions and concerns, it does not bode well for the future. 6. Due process - is not being followed. The ILPC which caused their earlier plans to be withdrawn has not been notified of the revised plans. The "invasive Norway Maples" that will be removed from the front of the property are not what they claim. Instead they are wonderfully mature indigenous Hackberry trees which provide food to migrating birds in the Spring. We have watched from our window as flocks of cedar waxwings descend on their way north to feast on their fruit in March and April. The ILPC has specifically mentioned that the Hackberry trees should stand. I am all for the owners of the building to take full advantage of their property and put it to good and profitable use. But the talk of a quiet lounge means nothing unless it's guaranteed in writing. A bar, regardless of the name, ambiance and "vibe" is just not appropriate at this location. There is a bar next door at the Argos and several other established restaurants and bars within a one block radius. While we understand this is an allowed use for the property, they will require several variances to continue development. Do we really need another bar in a transition zone between downtown and an historic residential neighborhood? Thank you for your patient consideration. Sincerely, Neil Schill & Kathrin Achenbach 108 Schuyler PI From: David Halpert Sent: Monday, October 19, 2015 11:16 AM To: Lisa Nicholas Subject: 416-418 E. State St. Re 416-418 State Street Dear Members of the Planning Board I and the other neighbors had been hoping to meet with the sound engineer that the Argos/416-418 State complex is going to hire. Ben was gracious to invite the neighbors to meet and discuss with the engineer sometime this month or so. I think it is possible that the indoor space can be furbished so that the sound generated indoors would not be toxic to the community at night. However because of the deficiencies of this lot in terms of closeness to neighbors it is likely that more than just a different footprint of space will be needed to mitigate the sound problem I think we would need essentially a sound feasibility study to figure out if the bar sounds indoors can be mitigated and if so have a plan of action on how to do this that the 416-418 is committed to following. It seems premature to proceed with recommendations whether this project should go forward or not if there are not specifics on how sound pollution is going to be mitigated. In addition to the indoor sounds,the sounds generated outside at 1 and 2 in the morning may be harder to mitigate. It is possible that a bar in this spot with its lack of setbacks and smallness of lawn will be like having a large frat house with only a tiny front lawn with the parties gathered close by neighbors and spilling onto their space not just on Fri and Sat but on most nights of the week till 1 am. It would be good to get the sound engineer's input to see if it is possible to mitigate this sound and how best to place the entrance and outdoor gathering area to block the sound from reaching the neighbors. 416- 418 had said they were going to try to have a smoking area inside the building so their smoking patrons would not gather outside to smoke-and make loud conversation. It is unclear from these plans if this smoking area in side would take place. This B4 property is deficient in major ways in terms of the parking and closeness to neighbors. It is the responsibility of the 416-418 team to among other things present a plan regarding sound pollution. Ari and Ben did a nice aesthetic job with the Argos but their team did not plan for sound well-this has caused the Argos itself grief as well as ongoing grief to the neighbors and is one of the main reasons they are now trying to make a bar next door.. Given the problems that Ben and Avi had dealing with toxic noise issues with the Argos,we should not just rely on this team to say things will be fine It may not be possible to mitigate the outdoor sound enough to have a bar at 416-418- if it is I would be for this project but if not the project should be not be done. Thank you, David Halpert Design Review Committee- Minutes 10-13-15 Hotel Ithaca In Attendance: Elliot (Committee Member), Hart (Project Sponsor), Hausner(Project Architect), Nicholas (Planning Staff), Schroeder (Committee Member) The applicant presented the revised proposal with simplified rooflines and a gray color pallet that was carried over to the existing tower. Committee comments and project sponsor response were as follows: • The rounded vertical glass tower element on the front fagade should be changed to harmonize with the rectilinear language of the existing tower. It was also suggested that the tower be carried to the ground plain and the (currently) separate door be integrated into it. The applicant has agreed to makes these changes. • The diagonal scoring on both the new and existing buildings should be removed and the cladding material on the new building changed from EFIS to metal panels. As above, rather than introducing new elements to the existing building-the new building should reflect the existing's architectural language. The committee recommends metal panels arranged in a rectilinear pattern as shown in drawing A-4 dated 10-14-15 and prepared by NH Architecture. The applicant has agreed to the rectilinear pattern and to explore a possible change in materials. • It was recommended that the applicant explore a light-weight wood frame building system as an alternative to addressing the poor soil conditions on the project site. The applicant has agreed to explore this option. • The committee recommends that the applicant retain the balconies as shown in in drawing A-5 dated 10-14-15 and prepared by NH Architecture. The applicant has agreed. • The committee approves of the grey color palette • Increase the diversity of trees on the site and add street trees on Clinton. The applicant has agreed. • The committee requested details of the PTAC vents including an enlarged view. All elevations should be updated to show vents. The applicant has agreed. • The committee requested building materials samples. The applicant has agreed. f � NH Architecture 0 2099 W. Rdge Rd. Rochester, N.Y. 14626 WPh: (585) 225-4310 \ Fx (585) 225-5336 c� www.nharch�ectufecom 3'-0" FIIGH ALUMINIUM PICKET FENCE, TYP 0o PRECAST CAP I` 9 _ 1'-0" WIDE LED BACKLIT SIGN, TTP. OF (9) NEW 2'-6" 59 x 414 STONE COVERED PIER, TYP- OF (9) r Planning / Board f= SAL FIERSubmission: / e CD 2 STORY SCALE: 1/8"4-0" 10-21-15 4 = FRAME HOUSE 6 STORY 2 STORY ELE I N0. 116 I BRICK BUILDING BRICK., STONE & FRAME M.H HOUSE NO. 115 O - 405 /\-- ------------------EXISTING CONC. 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NH ARCHITECTURE, PC DOES NOT ASSUME ANY 0 5 10 20 40 60 RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION CONTAINED. 2 STORY FRAME HOUSE 6 STORY 2 STORY N0. 116 BRICK BUILDING BRICK, STONE & FRAME HOUSE NO. 115 EXISTING TREES NH Architecture TO REMAIN a A56 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 m D 2 Fx (585) 22'0_ _ _ o m Al — — — °o D www.nharchitecture.ocm 0 V 97.30' 99.83' a o (1) A (� D (1) A p o (3) D o4 (3) E o ° O° (I) D o p (3) F (2) F (1) D (5) F (3) F (3) A ° (2) F a oO (2) B (1) D ♦ O Planning (�F � (I) � � `1' D (16) F (I) A' � w Board STAIR — - \ p o a D (2) F� O D - o (I) A 62 F r UNI e0 0 _ Submission. (I) H O i TFFT - ° oauaLE Qumi Ile a � _ �_ 0 2 5 o O d 32 DOUBLE QUEEN ( ) ° I a EXERCISE 12 5.0 W ] ° d °O p - ROOM (5) D ° 9 VESTIBULE _ o D+ — — W EX. (1) E m d (1) A' Z (I) A a V �71 UN)" o p (2) D O-u d ® _ 0We 00OLE QU ° Q © �- -- E ° ° Cal ----- (2) D ° W LU d d d W d °d x CONFE4kENCE ROOM UNI °P ° ° p (1) E — O o (2) MULTI—STORY WINGL Z ° 1 (TO REMAIN) — — — _AL— _ e v o Q p (2) p 1 STORY Q - ° BRICK 8c 1 LL 1 , F I ELEV � N _ — —I PREFlJNGTION - ROOM ® _ ° TAL FRAME m I ° c SIC �9 LLB � � (1) E HED BUILDING I a Z _ NO. 210 I J — —I — — ELEVATOR LOBBY - = UNIT TYPE N o O 2 D (�l "A—PLUS" D 6 l� � I SUNOCO d 6 F � f97 (3) p ( ) (2) D(3) E (2) D UNIT 7Y A' p (1) E i ' •d d o � I /� ° ENTRY U♦ o° ' ENTRY ° (,) D I w 5 ° W (2) NEW c a' o a D o a C e IL n/ O STREET TREES.O D "O o O D o O D u - - — LLo TO MATCH ���� z, ouaL /7CIO W EXISTING -- -- (1) E z a v e a O ° (I) E LAUNDRY (3) D }� ,L EX ° EX - ti (4) E STAIR (1) D �l o o O v o O o 0 _ 1 A (7' F ( ) ° p ° (2) A' ° ♦ (20) C (1) A' - - - - - - — — ° - - - - — — - - (')A (4) D - - 11I1LuIIH— � W Z (3) F d ° ° a r ° (13) F (�) D (I) A o ° ° d° dd ° ❑ ° d ° oa d .o°aa ° p o ° ° a °ad ° .448. 1 ;J' ° a d v a a 9 V°a d J�a m° a ° ° ° dO °�d O O' ° ° ° o° d d d° (12)° O e a a ° °° <Oae e0 e0 e0 e0 e0 C d ( \ (3) F o d °d 0 d e d d d d JU v/ o , a a° III— cv Ex. Ex. Ex. Ex. Ex, (1) 8 (2) B SOUTH CAYUCA STREET (66' WIDE) z ° ° ° ° ° ° d ° �° d d a ° ° d ° °° d o ° d e d ° ¢ ° ° °° a °A ° �° ° ° d d ° d d d ° < ° a °-(�- < ° ° ° ° d < d° T ° ° ° ° d ° ° 6 C � d d Y � a ° ° a d° a ° d d n d ° d d °d° ° 'd ° ° ° d ° 8 ° ° v °d d° d °d ° ° °4 d d Q • Q a ° ° e a e ° d d d a ° d ° a ° e d ° ° d ° d ° a d° g e d ° a ° ° ° d °° d• a d ° g ° d °d d < d ° d° d ° ° ° d ° ^ ° d °d ° a ° ° ° ° 9 a d - - - - - - -d — - - - - - - - - - -"- - - - - - — - - - - - - - - - - - - P 0105 � LA �5� P PLAN � SCALE: 1"=20' LANf75GAPING NOTES: UL PRUNE BACK ALL EXISTING PLANTS SCHEDULED TO REMAIN. ' 0 5 10 20 40 60 - PROVIDE STAKED SUPPORTS AS NECESSARY FOR PROPER SUPPORT. GUYING; - PROVIDE PREMIUM MULCH OR PINE NEEDLES IN ALL BEDS t AT ALL PLANTINGS. STAKING: X FOR ALL TREES LARGER o NOTE: SITE INFORMATION TAKEN FROM SITE PLAN SP-1 DATED 7/17/13 - REMOVE ALL NEEDS $ FOREIGN MATTER FROM ALL PLANTING BEDS. " THAN 4" CALIPER FOR ALL TREES 4 CALIPER OR LESS y PREPARED BY SHACKLETON BOY ARCHITECTS AND ENGINEERS - REGRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. AND EVERGREENS OVER 4' IN HEIGHT ROBERTS, � � w WRAP TRUNK WITI-4 I-IEAVY THIN BRANCHES AND FOLIAGE CHEEKTONAGA, NY. NH ARCHITECTURE, PC DOES NOT ASSUME ANY - REPAIR ALL GRASS TO "LIKE NEW" CONDITION, SET TRUCK PLUM CREPE PAPER, BURLAP, OR (NOT ALL END TIP5) BY 1/3 RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION CONTAINED. - INSTALL ALL NEW PLANTINGS PER DETAILS ABOVE. GARDEN NOSE OTHER SUITABLE MATERIAL RETAINING NATURAL PLANT DER. (6"-S" STRIPS) NEVER CUT EVERGREEN LEADER. BASE OF PLANT PIT SHALL L'3 2 STRANDS NO. 12 GALS. PLIABLE RODENT GUARD BE SCARIFIED TO A DEPTH Q- m STEEL WIRE (TWIST TO TIGHTEN) (A,O.B,E) J OF 12" MINIMUM AKE FLAGGING LANI;� 5r AFE 5CHEL7UL SEEDING NOTE: (THREET5IDES) NEED BARRIER Q ALL AREAS OF THE PROJECT THAT INVOLVE SOIL DISTURBING ACTIVITIES ARE EARTH SAUCER SYMBOL. BOTANICAL NAME GENERIC NAME 5IZE QUANTITY REQUIRED TO PROVIDE THE FOLLONING SEED MIXTURES DURING CONSTRUCTION: 3" MULCH / 6� z MULCH A GLEDITSIA TRIACANTHOS INERMISA HONEY LOCUST 2 I/2" DIA. 12 N FINISHED GRADE 3 SAUCER RIM b FIN15HED GRADE A' ROBINIA PSEUDOACACIA BLACK LOCUST I 1/2" DIA. Ol ADD 6" TOPSOIL $ TEMPORARY SEEDING: RYEGRASS (ANNUAL OR PERENNIAL) @ — �' B MALUS IOENSIS 'PLENA' MALAS CRAB 1/2" DIA. 10 30LBS. PER ACRE OR 0.7 LBS. PER I000 SQUARE FEET. llllll IIIII REMOVE TOP I/3 \//�\/� \//�/, o z Tm —I 2"x4"x48" WOOD OF BURLAP C PENN I5ETUM ALOPECUROI DE5 ORNAMENTAL GRASS 1 GAL. 20 NOTE: - STAKES - NOTCHED TOPSOIL $ D EUONYI✓IUS ALATUS BURNING BUSH 2411 77 ADD 6" TOPSOIL $ PERMANENT SEEDING: 65% KENTUCKY BLUEGRASS BLEND @ USE 8' STAKES DRIVE 45" �\ Z \, 85LBS. PER ACRE OR BELOW GROUND SURFACE i=„III=III=III;III — TOPSOIL MIXTURE E JUNIPERUS VIRGINIANA 'CANAERTII' CANAERT JUNIPER (UPRIGHT) 24'' 26 III I III—I 2.0-2.6LBS. PER 1000 SQUARE FEET "' "' 12 \\\ F POTENTILLA FRUTICOSA POTENTILLA 24' 223 20% PERENNIAL RYEGRASS @ 26-35LBS. PER ACRE OR 0.6-0.BLBS. PER 1000 UNDI5TURSED EARTH 1 AS PER A.A.N SQUARE FEET 12 STANDARDS 12 12 Drawing No. 15% FINE FESCUE @Iq-26LBS. PER ACRE OR 0.4-0.6LB5. PER 1000 SQUARE FEET FOR ALL SEEDING STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE T FLANT I O ETA I 5HRU FL I DTI I 6 ETA OWNER $ CONTRACTOR TO ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. N.T.5 N.T.5 of *ALL SEED MIXTURES USED SHALL FOLLOW THE RECOMMENDATIONS OF THE NYS SEDIMENT AND EROSION CONTROL HANDBOOK. i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5-5336 wmiriharch itectu re.ocm Planning u u u u u u u u u u u Board Submission: 15T 4 3RD 10-21-15 ONLY UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNI7 TYPE 'A' UNIT TYPE 'D' UN17 TYPE 'D3' UNIT TYPE 'A' 171 (71q 1�7 1G5 I 1r3 5G1 I F 57q 157 155 153 1 151 DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN ACCE551BLE UNIT ACCESSIBLE UNIT LAUNDRY ROLL-IN S�CV4ER 152 `D C� C9 E� �z W O GORRI DOR � � � Lu STAIRS ----- - ELEVATOR WOMEN'S O1 z S ROOM 154 STA I RSLL (170 S 072 LL- EXERCISE CONFERENCE CONFERENCE ROOM ROOM B ROOM A ELEV. 168 164 1 22 111 1 I ELEVATOR I tj I — LOBBY UNIT TYPE A 158 —"— 150 �— MEN'S DOUBLE QUEEN w EL01 Lo 1L1 0 RM Mri Fr-- f� F � ® U 5TORA6E 0 VESTIBULE tuIH-- Z 14q ° GOAT ROOMS LL, F 147 ® O Q PREFUNGTION Jill ( :j: ju N 0 148 z Q X VESTIBULE / \ 14( 1 -- O -- QLtL Q- m PAR7AL 57 FLOOR PLAN SCALE: b- C — o z° o � � Drawing No. Al of i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5—5336 www.nharch itectu re.ocm Planning IF Board u Lu u Lu Lu u u u u u u Submission: 10-21-15 UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'D' UNIT T`(PE 'A' UNIT TYPE 'A2' 271 26c1 267 2D5 263 261 25701 257 2 575 253 251 DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN ACCESSIBLE UNIT 5TORAGE 273 `9 F-E Ll g — Q . >- CORRIDOR ICI)II W 272 III— Z z ® � O (7) IN - Z STAIRS ,_� — �VENDING TAIR5 LL LL SDI Z Z 256 S 22 - ; c D ILI LEV. ELEVATOR {� UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' - LOBBY W 268 266 264 262 260 25)F 254 UNIT TYPE 'A' UNIT TYPE 'D2' Z DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN LE 252 250 }— CIO DOUBLE QUEEN DOUBLE QUEEN — STORAC6E ACCESSIBLE UNIT 270 " _ U 1V1Lpl IH-- Z UNIT TYPE 'B' r ® Z 29 LU Z Q DOUBLE QUEEN .(D MA N o IN— c�v � CORRIDOR 248 < UNIT TYPE '5' 247 DOUBLE QUEEN II�II® YIJ� SCALE: I/8"=1'-0" N Q- m b- cn — o z° o � � Drawing No. A2 of i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5-5336 www.nharch itectu re.ocm Planning Board Submission: 10-21-15 0 ISTONL RD o (Nw (40% UNIT TYPE 'D' UNIT TYPE 'D3' tu W UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'AZ III— Z FX 7-11 X 76C 1 X 7 FXG5 X�3 FX671 X5G X57 X55 XFS-31 X51 ® W O DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN ACCESSIBLE UNIT ACCESSIBLE UNIT DOUBLE QUEEN J ROLL-IN SHOWERLL II Z Q LL X73 R E�E Cq C�E C�E i Q CORRIDOR � W E 121A E X72 O Lo �57AIQ r - 5TA I R5 < S01 VENDING I S02 LLJ L— � X56 � O � � �] IH-- ELEv ® CO < Q LU ® � Q ID ELEVATOR N UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE 'A' UNIT TYPE G LOBBY UNIT TYPE 'A' UNIT TYPE 'D2' a_ X�8 X�� X�4 X�2 X�0 X58 X54 X52 SUITE X50 DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN ELE DOUBLE QUEEN DOUBLE QUEEN STORAGE X70 � � J IL- 3 D=57H FLOOR LA LL SCALE: I/511=11-01' CN o � Q- m b- V) - o z > $ o � � Drawing No. A3 of i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5—5336 www.nharch itectu re.00m ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; I I I I I I Planning I I Board R R Submission: o � y R s i 10-21-15 ITIT47, FTI ° ° L�JLJI L�JLJI IJL�IJI IJ�J IJI�IJ ° R I a t n �_ \� ® ED IH k R 8 I R t ELASTOMERIC PAINT, COLOR 'C' b11f a I Au - I I I'D — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 N Izi- ELASTOMERIC PAINT, COLOR 'A' OVERALL 57 L Yl ON SCALE: 1/32" n(()=1'-0" 11�11 w ELA5TOMERIC PAINT, COLOR '3' ® z W LL Q Q w L-1 o \ \ � VA \ ALUMINUM COMPOSITEMETAL (ACT-1) O \\ PANEL SYSTEM, COLOR ' COMPOSITE uw METAL (ACM) PANEL ALUMINUM COMPOSITE METAL (AGM) PANEL ® D SYSTEM, COLOR 'A' SYSTEM, COLOR 'S' METAL CLAD -y�-- ROOFING MATERIAL ® O U METAL COPING v tu-UI Q :T: C IN— cNv METAL CLAD COLUMN GLA55 BUTT- GLAZED RAILING SYSTEM w/ ROUND ILI \ TOPRA I L SLIDING GLASS \\ \ \\ \ \\ DOOR TO BALCONY `l U 111 V VERTICAL GLASS \ CORR DOR TERMINATION ION FEATURE \, LE ROC STONE VENEER I^II III 5TAINLE55 STEEL lu qp its I j LED SCONCE w/ OPAL ACRYLIC tu DIFFUSER K -III 36" ORNAMENTAL \\ \\ RAILING (SLACK) \\ \ \ \ \ \\ \ X 4 NIGNSTONE UII EIF11 . COVERED PIER GATE pE W — ' - - \ - - \ - a _ - - - - - - - - - - - - - - _ - _ - - - - - o z III II III III - - - e e� - _ - - Drawing No. NEW GLULAM SOLID WOOD AND ALUMINUMLENROC STONE VENEER POLE w/ +{Ip LUMINAII2E A4 EA5 fifi of 4 SCALE.- i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5-5336 www.nharch itectu re.00m Planning Board Submission: 10-21-15 0 ELASTOMERIC PAINT, COLOR 'C' rc� �ll 111 J w C IH— z z �It z o Qa LL ELA5TCOLOR 'A' PAINT, d COLOR 'A' HOTEL I THRCR W W O Lo CIO ELASTOMERIC. PAINT, COLOR ALUMINUM COMPOSITE METAL (ACM) PANEL SYSTEM, COLOR 'B' I� —IIIIIlIlIlI ® U � ALUMINUM COMPOSITE J�-UI I� W METAL (AGM) PANEL z SYSTEM, COLOR 'C' METAL COPING IIIIIIIIII ® (� ELASTOMERIC PAINT, ALUMINUM COMPOSITE ALUMINUM COMPOSITE ELASTOMERIC PAINT, U J UI COLOR 'C' METAL (ACM) PANEL METAL (ACM) PANEL COLOR 'C' N SYSTEM, COLOR A SYSTEM, COLOR B' V1 CL Y� \ \ \ \ \ \ \ \ \\ \ \\ luMETAL ju COLUMN GLAD Q lIu tu GLASS BUTT- GLAZED RAILING SYSTEM uw/ ROUND TOPRAI L --j RL L: L\ C — tiwrvs� �Wo ` roc �W Jg i r f o z° - � - - PHIAHMPRIJERWHIMIJ IWHIM N LENROG STONE Drawing No. VENEER NEW GLULAM SOLID WOOD AND ALUMINUM \-36" ORNAMENTAL POLE w/ HID LUMINAIRE RAILING (BLACK) NIGH STONE COVERED PIER � fifi of A5 SCALE: 1/8"=1'-0" i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5-5336 www.nharch itectu re.ocm Planning Board Submission: 10-21-15 0 V 0 1tu w IH— �n z ® z IN— Q LD w w o co Lb tu ALUMINUM COMPOSITE I� z METAL (ACM) PANEL ® }- 5Y5TEM, COLOR 'C' J O ELASTOMERIC PAINT, ALUMINUM COMPOSITE ALUMINUM COMPOSITE METAL COPING NEL III II III ® � Q COLOR 'C' METAL (ACM)S 5TEr-1, COLORA'B�L 5Y5TEM, COLOR AA' METAL CLAD (D I N ROOFING MATERIAL N ET 11111q i q 11 1� i X7X-1111111 2 � � I CL METAL CLAD COLUMN GLASSBUTT- GLAZED RAILING SYSTEM w/ ROUND TOPRA I L ALUMINUM COMP05ITE METAL (ACM) PANEL HHH E L SYSTEM, COLOR 'D' lu ju ------------- E\\\ \ / o STAINLESS STEEL - - - -EEL- LED SCONCE w/ - - - - - - - - - - - - - - OPAL ACRYLIC DIFFUSER - _ - - _ - - - - - - - - _ - - _ - - _ - - - - _ - - _ LENROC STONE d Cn VENEER O O Drawing No. A6 5OU7H ELEEVA70N of SCALE.- 1/8"=1'-0" i q NH Architecture 2099 W, Ridge Rd. Rochester, N.Y. 14626 Ph; (585)225-4310 Fx (585) 22.5—5336 www.nharch itectu re.00m Planning Board Submission: 10-21-15 ELASTOMERIC PAINT, COLOR ❑ �z rc� O �ll 111 tu W z ❑ z J Q Q LL ELASTOMERIC PAINT, COLOR i m W ELASTOMERIC PAINT, COLOR 'B' w W O Lo CIO I� IIII�III ® mow ELASTOMERIC PAINT, z COLOR 'C' ALUMINUM COMPOSITE ® ® O f" (ACM) PANEL SYSTEM, COLOR 'C' METAL COPING ALUMINUM COMPOSITE METAL (ACM) PANEL � SYSTEM, COLOR '$' ALUMINUM COMPOSITE METAL (ACM) PANEL SYSTEM, COLOR 'A' lI Will 1tr 1 1 } ju 1:1 DO-d tutu a 36" ORNAMENTAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A C� RAILING (BLACK) 2'-6"x2'-6"x 41 ,0 1' NIGH STONE - - - - - - COVERED PIER .",� - - - - - —_ - - —_ - - - - —_ - - —_ - Cn — 1 _- 0 W F` v t I Drawing No. 36" WIDE GATE STAINLESS STEEL LENROC STONE VENEER LED SCONCE w/ OPAL ACRYLIC A 7 ^ 5fi ELmEVA70N of A7 SCALE: 1/8"=1'-0" 110%IF lr a fir '� 'N' IF - Sj A IRIPF 1 1 . 4 } �` ■ 1 v, a It qd If r . Y -• -- _ - a: 1w ■ r I 3 " r --.r _ __. �� • ■ I �� OF r. r Im It < � .IWI wt, wF Yrr r.. « ® I 1 I r ' F _ yK` hL Lo Y41 YYYYYY1Y � . - roan :� --T'A +N _ •w � : 16! 4 4lllt� INS, - �_ -- F,.. ,. Y =• j � °- . i �l � � � irii " ' �iii I - � _.- r I � — - ��� •z��e�cT�-c ; � � < ir I a � f � _ I d tk him Ik ,ems.., .. " '"ii. - - 1 •;� . _ > ;tia_ ' ar.—"*r - -- - Ci - :.4_ ,. &) � I Are reeler . apt All, delp, -^� 4 x :. . le ie , ° ti +�. .Ike r f A4 pop a Are pAA • ' y 1 Own + edge t r1 ? e 0 ,r : re, , ere v y► ere ere . g� erre A elf d i to _ r ■■ ■ All_ ■ It >� {� .■■ IA� o `•'C 2 v ell, G � ri lV•• ■ ■ ■ i1M�q !. 1 dd Irk 4API, AA ere } a3. elf " r -� 9 +.:'s. % - VI4Y;1t�* - c11 p tLT ■ ■ �1 t , � ,a,x r ... '3 :i �- , 1 ,. l 't �n _ 6 Lk I fill I j � IIelf � - ■7 yyy _ o - Lam rr� drier Ile ere r — , _ NA r Ir g - .: _. — �. - � � !� . — _ help PROPOSED RESOLUTION City of Ithaca Preliminary&Final Approval Site Plan Review Planning&Development Board Hotel Ithaca Modernization 222 S. Cayuga Street October 27,2015 WHEREAS: the City of Ithaca Planning and Development Board has one pending application for Site Plan Review for improvements to the Hotel Ithaca (formerly Holiday Inn) located at 222 S. Cayuga Street by Hart Hotels, Inc., applicant and owner, and WHEREAS: on 7/24/12, the Planning Board approved a project for this site consisting of two new additions: a one-story banquet and meeting facility on the north side of the main building and a new 10-story tower with 115 new guest rooms, and WHEREAS: the applicant has since redesigned the project and now seeks Site Plan Approval for a new proposal. The new proposal is for construction of a five-story wing with first- and second-floor connections to the existing building. These connections will create a new pre-function area on the north side of the existing ballroom, new break-out rooms, and a new fitness center. Site improvements will include new landscaping, walkways, and site furnishings. Vehicular circulation will remain the same, but parking throughout the site will be reorganized, resulting in a reduction from 106 to 97 spaces. Site demolition will include removal of the north and west multi-story wings, as well as paving and some landscaping. The project is in the CDB-100 Zoning District and has received Design Review; and requires a Stormwater Pollution Prevention Plan(SWPPP), and WHEREAS: this is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance ("CEQRO"), §176-4 B. (1) (h.) (4) and (1), and the State Environmental Quality Review Act ("SEQRA"), §617.4 (11), for which the Lead Agency amended the Negative Declaration issued on 3/27/12, and WHEREAS: legal notice was published and property posted in accordance with Chapters 276-6 (B) (4) and 176-12 (A) (2) (c) of the City of Ithaca Code, and WHEREAS: the Planning and Development Board held the required Public Hearing on October 27,2015, and WHEREAS: Tompkins County Planning Department and other interested parties have been given the opportunity to comment on the proposed project and any received comments have been considered, and WHEREAS: on October 27, 2015, the Planning Board reviewed and accepted as adequate: drawings entitled "Existing Site Plan (Cl)," dated 8/11/15; and "Site Plan (S1)," "Proposed Landscape Plan (L1)," "Partial First Floor Plan (Al)," "Second Floor Plan (A2)," "3rd-5`h Floor Plan (A3)," "Exterior Elevations (A4) showing east elevation," "Exterior Elevations (A5) showing north elevation," "Exterior Elevations (A6) showing south elevation," and "Exterior Elevations (A7) showing west elevation," all dated 10/21/15 and prepared by NH Architecture, as well as two undated unattributed renderings; and other application materials, now, therefore, be it RESOLVED: that the City of Ithaca Planning and Development Board grants Preliminary and Final Site Plan Approval for the proposed project, subject to the following conditions: i. Submission for approval by the Planning Board of building materials sample sheet,keyed to the elevations, and ii. Submission of a revised site plan showing responses to the City Transportation Engineer's concerns about bike rack location and the hardscape on the corner of Cayuga and Clinton Streets, and iii. Written approval from the City Stormwater Management Officer, and iv. Any work within the City Right of Way will require a Street Permit, and V. Any City tree removal will require a Tree Permit, and vi. Bike racks to be installed before a Certificate of Occupancy is issued. Moved by: Seconded by: In Favor: Against: Abstain: Absent: Lewis Vacancies: 0 PROPOSED RESOLUTION City of Ithaca Planning&Development Board Declaration of Lead Agency Site Plan Review Herson Funeral Home Relocation 327 Elmira Rd. October 27,2015 WHEREAS: 6 NYCRR, Part 617, of the State Environmental Quality Review Law and Chapter 176.6 of the City Code, Environmental Quality Review, require that a Lead Agency be established for conducting environmental review of projects in accordance with local and state environmental law, and WHEREAS: State Law specifies that, for actions governed by local environmental review, the Lead Agency shall be that local agency which has primary responsibility for approving and funding or carrying out the action, and WHEREAS: the City of Ithaca Planning and Development Board has one pending application for Site Plan Approval for the relocation of Herson Funeral Home to 327 Elmira Road., by Greg Myer of Myer Funeral Services Corp., and WHEREAS: the applicant is proposing to relocate a funeral home business to this location. The L-shaped project site is 1.24 acres and contains two existing buildings. The proposed project is to renovate the existing buildings, add a 46-space parking area, a portion of which will be porous paving, entrance drive and drop-off area, install internal pedestrian walkways, as well as a connection to the public sidewalk, and add landscaping, lighting, and signage. The project site is in two Zoning Districts: the portion of the site contiguous to Elmira Road and containing the larger building is in the SW-2 District, while the larger portion of the site containing the smaller building and proposed parking lot is in the R-2a District. The rear portion of the site is currently used for outdoor storage of goods and construction equipment. The project requires a Use Variance for the proposed parking area in the R-2a District, and WHEREAS: this is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance and the State Environmental Quality Review Act, and is subject to environmental review,now, therefore, be it RESOLVED: that the City of Ithaca Planning and Development Board does hereby declare itself Lead Agency for the environmental review of the proposed project, to be located 327 Elmira Road in the City of Ithaca. Moved by: Seconded by: In Favor: Against: Abstain: Absent: Lewis Vacancies: 0 I^r � CITY OF ITHACA 108 E. Green Street— 3rd Floor Ithaca, NY 14850-5690 DEPARTMENT OF PLANNING, BUILDING,ZONING, & ECONOMIC DEVELOPMENT Al JOANN CORNISH, DIRECTOR OF PLANNING & DEVELOPMENT 4►'poRA }` PHYLLISA A. DeSARNO, DEPUTY DIRECTOR FOR ECONOMIC DEVELOPMENT Telephone: Planning & Development—607-274-6550 Community Development/IURA—607-274-6559 Email: dgrunder@cityofithaca.org Email: iura@cityofithaca.org Fax: 607-274-6558 Fax: 607-274-6558 TO: Board of Zoning Appeals FROM: Planning & Development Board DATE: October 28, 2015 SUBJECT: Comments for Zoning Appeals 2994&3006 On October 27, 2015, members of the Planning and Development Board discussed the above-listed Zoning Appeals and agreed to forward the following recommendations: APPEAL#2994 215-221 W. SPENCER STREET Area Variances Appeal of Noah Demarest, for PPM Homes, owner of 215-221 W. Spencer Street, for an Area Variance from Section 325-20 F. (a) [1], Rear Yard Parking Setbacks, requirements of the Zoning Ordinance. The owner proposes to construct four 3-story residential buildings containing three units each on a steeply sloped site between West Spencer and West Cayuga Streets. Because of the site's topography, the applicant proposes to locate the 12 required off-street parking spaces for this project in the property's rear yard, where there is access to Cayuga Street. However, Section 325-20 F. (a) [1] does not allow parking in a property's required rear yard setback. The rear yard setback requirement is 31 feet and the applicant's design requires parking in 77%of the required rear yard. The property at 215-221 W. Spencer Street is located in an R-3b zone where the proposed residential use is permitted. However, Section 325-38 requires that a variance be granted before a Building Permit can be issued. The Board feels that the unique attributes of the site (steeply sloped with street frontage at both the front and back of the site)present a large barrier to locating the parking such that it will not require a variance. The Board has worked with the applicant to mitigate concerns about visual/aesthetic impact of the proposed parking location. The applicant has agreed to install fencing (see Perspectives L001, dated 816115) and landscaping to block view of parking lot from Cayuga Street adjacent property owners. The Board recommends granting this appeal. APPEAL#3006 707 MITCHELL ST. Area Variance Appeal of Nicole S. Roy, owner with Christopher J. Riley of 707 Mitchell Street, for Area Variances from Section 325-8, Columns 6, 7, 11, 12, and 13, Lot Area, Lot Width, Front Yard, Side Yard, and Other Side Yard, respectively, requirements of the Zoning Ordinance. "An Equal Opportunity Employer with a commitment to workforce diversification." 1of2 The property at 707 Mitchell Street is an existing single-family home with a 9'4" x 8'0" attached deck on the building's rear exterior wall and off-set approximately two feet west of the house's exterior east wall. The applicant proposes to demolish this deck and construct a larger deck, measuring 11'4" x 11'0" and in line with the building's east exterior wall. However, the existing side yard, measured from this east wall to the east property line is only 7'2". Zoning requires a 10-foot side yard for this property; the proposed deck will increase the existing side yard deficiency between the east wall and property line an additional 11 feet. The property at 707 Mitchell Street has other existing deficiencies, but these deficiencies will not be exacerbated by the construction of a larger deck. The property has a lot area of 5,227 feet; required is a minimum lot area of 6,000 SF. The lot width is 45 feet; required is a lot width of 50 feet. The front yard is 22'9"; required is a 25-foot front yard. Finally,the other side yard is 3'10"; required is a 10-foot other side yard. 707 Mitchell Street is located in an R-lb Zoning District, where a single-family home is a permitted use; however, Section 325-38 requires that variances be granted before a Building Permit can be issued. The Board recommends granting this appeal. There are no long term planning issues, the proposed expansion is small and the appellant has discussed the plans with neighbors. "An Equal Opportunity Employer with a commitment to workforce diversification." 2of2