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Home My WebLink AboutComfort Inn prelim SPR/Special Permit PB packet 2023-09-19 TOWN OF ITHACA PLANNING BOARD Shirley A.Raffensperger Board Room, Town Hall 215 North Tioga Street Ithaca,New York 14850 Tuesday, September 19,2023 7:00 P.M. Members of the public are welcome to attend in-person at Town Hall or virtually via Zoom. The public will have an opportunity to see and hear the meeting live and provide comments in-person or through Zoom at https://us06web.zoom.us/i/83643764382. If the public would like to attend the meeting for viewing purposes only,it is recommended to watch the livestream video on YouTube (https://www.youtube.com/channel/UCC9vycXkJ6klVIibihCy7NO/live). AGENDA 1. SEQR Determination: Comfort Inn Hotel—635 Elmira Road. 2. PUBLIC HEARING: Consideration of Preliminary Site Plan Approval and Special Permit for the proposed Comfort Inn Hotel located at 635 Elmira Road,Neighborhood Commercial Zone and Inlet Valley Overlay District. The proposal involves demolishing the existing structures to allow the construction of a 3-story, 37,000+/-square foot hotel. The facility will include 67 hotel rooms, 67 parking spaces, stormwater facilities, outdoor lighting, and landscaping. The Planning Board granted final site plan approval for this project on March 7, 2017,but the approval expired because construction did not materially commence within 36 months of the approval. This is a Type I Action under the State Environmental Quality Review Act and is subject to environmental review. Pratik Ahir,Ramji Hospitality, LLC,Owner/Applicant;Adam M. Fishel,PE,Marathon Engineering,Agent. 3. Persons to be heard. 4. Approval of Minutes. 5. Other Business. 6. Adjournment. C.J. Randall Director of Planning 607-273-1747 NOTE:IF ANY MEMBER OF THE PLANNING BOARD IS UNABLE TO ATTEND,PLEASE NOTIFY CHRIS BALESTRA AT 607-273-1747 or CBALESTRAna,TOWN.ITHACA.NY.US. (A quorum of four(4)members is necessary to conduct Planning Board business.) Accessing Meeting Materials Online Site Plan and Subdivision applications and associated project materials are accessible electronically on the Town's website at httns://www.town.ithaca.nv.us/meeting-calendar-agendas/under the calendar meeting date. TOWN OF ITHACA PLANNING BOARD PUBLIC HEARING NOTICE The Planning Board will hold a public hearing on Tuesday, September 19,2023, starting at 7:00 P.M. on the following matter: Consideration of Preliminary Site Plan Approval and Special Permit for the proposed Comfort Inn Hotel located at 635 Elmira Road,Neighborhood Commercial Zone and Inlet Valley Overlay District. The proposal involves demolishing the existing structures to allow the construction of a 3-story,37,000 +/-square foot hotel.The facility will include 67 hotel rooms,67 parking spaces,stormwater facilities, outdoor lighting,and landscaping.The Planning Board granted fmal site plan approval for this project on March 7,2017,but the approval expired because construction did not materially commence within 36 months of the approval.This is a Type I Action under the State Environmental Quality Review Act and is subject to environmental review.Pratik Ahir,Ramji Hospitality,LLC,Owner/Applicant;Adam M.Fishel,PE,Marathon Engineering,Agent. Members of the public are welcome to attend in-person at Town Hall or virtually via Zoom. The public will have an opportunity to see and hear the meeting live and provide comments in-person or through Zoom at https://us06web.zoom.us/j/83643764382. If the public would like to attend the meeting for viewing purposes only, it is recommended to watch the livestream video on YouTube(https://www.ygutube.com/channeYUCC9yycXkJ6klVlibjhCy7NQ/live). Any person wishing to address the board will be heard. In addition, comments can be sent via email to townclerk@town.ithaca.ny.us up to the end of business the day of the meeting and all comments will be forwarded to the board. Additional information is available at www.town.ithaca.ny.us. C.J.Randall,Director of Planning .. 1 N_ Ali■/�.I.ilitt.�._ ...,„w N■if.l.�I�ili�■_- _ On wN■i_.t.Y.■1.t■.•■/..lia.�I�.iHill N..i1/�t.�tiliiY�. _ /■.�■..tl/N■.�I■milli■il.I�i�.i..I.�I1�./.tlt.i.I/. �. ■ .es� 07 i T l C I �l TTT i ' , 1 I RAW k Hex� A�cNirects f � �ll k � .eetlBA�RYpkdNOA��'w 5�91�Pf�Wj� ? 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A FRONT ELEVATION COPYRIGHT©2022 HEX9ARCHITECTS ALL RIGHTS RESERVED A201 SCALE:1/8"44' REVISIONS NUMBER DATE REVISED BY ELEVATIONS KEY NOTES OROLLING ROCK-TSTV-LEDGE ROCK (COLOR:BERWICK) OCERTAINTEED ASPHALT SHINGLES-PRESIDENTIAL SHAKE TL (COLOR:AUTUMN BLEND) DATE JULY 17,2023 OALSIDE ASCEND COMPOSITE CLADDING-7"CEDAR MILL GRAIN LAP SIDING(COLOR: MONTEREY SAND) DRAWN BY CMT OSTUCCO PROJECT NUMBER 20103 4 (COLOR TO MATCH:DRYVIT-SUEDE 105) 19 4 18 6 TOP OF RIDGE O ALSIDE PELICAN BAY ONE POLYMER TRADITIONAL 7"SHAKES (COLOR:STORM) 12 49 9 LP SMARTSIDE-PRIMED PANEL AND TRIM-BOARD AND BATTEN STYLE ❑8 5 19 5 19 2 13 5A (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) 12 TOP OF RIDGE O ATAS STANDING SEAM METAL ROOFING O a5 44'-6" ,J (COLOR:CLASSIC BRONZE 01) 13 z AZEK 8"TRIM BAND-SMOOTH OR EQUAL 7 (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) 12 O FIXED DOUBLE HUNG WINDOW(COLOR:WHITE,GRILL PATTERN:T.B.D.) W/AZEK 4"TRIM-SMOOTH(COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) } 2 U 12 8 9 QUALITY STONE SIOTA HEADER-12"HIGH C O (COLOR:SAND) W ❑ -.. PTAC GRILLE W/AZEK 4"TRIM-SMOOTH 6 10 (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) O 19 TRUSS BEARING 18 11 RAILING SYSTEM O O G. 6 18 19 1 1/2" (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) W Ca �❑ -� 5A 19 12 DOWNSPOUT(COLOR:SHERWIN WILLIAMS SWVS 364 TANKER) _ 8 — 3RD FLR 13 RIDGE VENT BY'METAL-ERA' HI-PERF RIDGE VENT YORK BUILDING PRODUCTS-STANDARD SERIES-SPLIT FACE 3 22'-0" 14 (COLOR:FLINT-MORTAR:T.B.D.) ca 6"ALUM 7 J ■ ® _ �EE �� r� O O 17 15 (COLOR:BOX WIN WILOL AMS SLWVS 364 TANKKER)FASCIA OC❑ OIEEE 8 — _ O PRE CAST STONE CAP — M M - 1 LJV LJV 16 2ND FLR (COLOR:T.B.D.) y _ 17 LOGO SIGN BY OTHERS-PROVIDE BLOCKING AND ELEC.AS REQ'D. Lo -- 12'-0" 25 4 18 PROVIDE SNOW GUARD RAIL ON ALL METAL ROOFS r Q • - W _ r-❑ 19 4"ALUM BOX GUTTER OVER 2x10 ALUM WRAPPED FASCIA O a O W ❑❑ I1I IIII I I 11 1 1 1 1 1 I I I I I 1 C ❑ (COLOR:SHERWIN WILLIAMS SWVS 364 TANKER) W O � 1 1 I 111 I [ l 1 1 I l 1 1 1 l l l [ f I I 1 1 I I_ 1 I 1 I I I _ I I ❑ - , —� —� I I I I _I_ 1 - g - - - _- - - - � OC W \ 1 C ! _ 9 20 WALL PACK LIGHT FIXTURE(SEE LIGHTING PLAN) r c_ [ I L I l I_ 1 1 1 l l _ 1 1 _I l l - i l _ 1 1ST FLR ��! �C �� ACC VINYL CLAD ENTRY DOOR Z 0 ca 0'-0" W/ALUM WRAPPED 2x6 SURROUND - J PAINTED METAL INSULATED DOOR W W v W 1 16 25 23 1 14 7 3 8 9 24 9 8 14 7 25 1 � �j 8 2z 0 _ _ O (COLOR:T.B.D.) 3 O LO axIEEE �� 4 �❑ ` ❑❑ 1. C4 L W M = �i w - - 0 - L 23 VINYL CLAD FIXED WINDOW z RO W W - �❑ _ % W 1 s i �� -� VINYL CLAD/GLASS DOOR o (w/SIDELIGHT WHERE SHOWN) U — 8"x 96")(TEXTURE:SMOOTH) S B RIGHT SIDE SOUTH ELEVATION =aL -j _ _-� -J _-�� JL 25 (COLOR.SIERRA TAN09) z A201 SCALE:1/8"=1'-0" ATAS WALL CAP FLASHING 1 ENLARGED TOWER ELEVATION 26 (COLOR:CLASSIC BRONZE 01) Z A201 SCALE:1/4"=1'-0" Z 0 0 0 0 PIANNING REVIEW DRAWING NUMBER 2'4 100'-01, 100'-01, 4'-8" 10'-4" 18 6 TOP OF RIDGE C��tTErTGR� 5427 Woodside Drive 49GE — — — — — — — — — — 12 Gap, 44 17527 I-IEX g QRCNITECTS (717) 4a2-soya (717) 283-0097 fa 2 13 5 5A 19 10 8 2 5 3 19 3 10 8 2 13 19 5 5A 3 10 8 5 5A 19 2 13 5 5A 19 10 8 ""`� An LLC Company 2 13 JOSEPH TURNOWCHYK, AIA, NCARB TO_P OF RIDGE 43'-3" - STATE OF 12- a4112" a NEW YORK L 12 7 REGISTRATION # O 7 036357-1 I -IO � O 10 00 O 0-� 2 � 011i 12 O - O OO �_ _ � - 000 � O - - ,L TRUSS BEARING 19 19 30'-5 1/2" 3 00 00 00 00 �� 00 FFT �� 00 24 ITR 3RD FLR ® Nm,' � 11 --- - ------------- Y 22'-0" -- fli - -- ---- 25 O OO� ffiffl O O La- r r „ r 'r3 ` �- - ;L -f L =- - -3__ 2ND FLR — LA - �� --�-� —� 12-01, - --------------------- O _� �� - - ___ �_1 _ _ ALL CONTRACTORS ARE TO VERIFY ALL O O ��- - -_ _ _ _ _ -1 1 _1 1 [ 1 1 J 1 1 -1 -1- �-- . _ ,� ��_ „, DIMENSIONS, FIELD CONDITIONS AND THE WORK - ,� , A \ A F OTHER TRADES BEFORE PRO Ll CEEDINGEEDIN WITH THEIR WORK. - _ This drawing is the exclusive property of HEX 9 1ST FLR w � 0'-0" ARCHITECTS and may not be reproduced in any 1 7 8 9 22 9 14 7 22 8 25 8 23 8 10 14 7 24 9 (1 23 9 3 23 9 23 9 14 7 8 9 24 9 14 7 form without written authorization from HEX 9 ARCHITECTS.Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S.copyright laws. COPYRIGHT©2022 HEX9ARCHITECTS ALL RIGHTS RESERVED c REAR ELEVATION REVISIONS A202 SCALE:1/8"44' NUMBER DATE REVISED BY ELEVATIONS KEY NOTES OROLLING ROCK-TSTV-LEDGE ROCK (COLOR: BERWICK) OCERTAINTEED ASPHALT SHINGLES-PRESIDENTIAL SHAKE TL (COLOR:AUTUMN BLEND) DATE JULY 17,2023 OALSIDE ASCEND COMPOSITE CLADDING-7"CEDAR MILL GRAIN DRAWN BY CMT LAP SIDING(COLOR: MONTEREY SAND) O PROJECT NUMBER 20103 STUCCO 4 (COLOR TO MATCH:DRYVIT-SUEDE 105) TO_P OF RIDGE 18 6 O ALSIDE PELICAN BAY ONE POLYMER TRADITIONAL 7"SHAKES 49'-9" 12 (COLOR:STORM) 2 13 5 5 25 19 ag 2 5A LP SMARTSIDE-PRIMED PANEL AND TRIM-BOARD AND BATTEN STYLE TOP OF RIDGE (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) 44'-6" O ATAS STANDING SEAM METAL ROOFING (COLOR:CLASSIC BRONZE 01) L'L]i LL - 7 AZEK 8"TRIM BAND-SMOOTH OR EQUAL =L'I 12 O (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) n� 5 FIXED DOUBLE HUNG WINDOW(COLOR:WHITE,GRILL PATTERN:T.B.D.) 5" 12 "� L 0 O T _. -L O W/AZEK 4"TRIM-SMOOTH(COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) } - - OQUALITY STONE SIOTA HEADER-12"HIGH (COLOR:SAND)- W L L 10 PTAC GRILLE W/AZEK 4"TRIM-SMOOTH TRUSS BEARING 19 L J L L L O (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) 30'-51/2" 6 18 19]EH11 RAILING SYSTEM W 5A ® O (COLOR:SHERWIN WILLIAMS SWVS 380 SERPENT) v 5A O 12 DOWNSPOUT(COLOR:SHERWIN WILLIAMS SWVS 364 TANKER) _ 5ALl v 3RD FLR 13 RIDGE VENT BY'METAL-ERA' HI-PERF RIDGE VENT 22'-0" - - - 7 _ 7 14 YORK BUILDING PRODUCTS-STANDARD SERIES-SPLIT FACE y �` (COLOR:FLINT-MORTAR:T.B.D.) LU jL O ® HH 15 6"ALUM BOX GUTTER OVER ALUM WRAPPED 2x FASCIAIEEE $ 3 O (COLOR:SHERWIN WILLIAMS SWVS 364 TANKER) 16 PRE-CAST STONE CAP 2ND FLR 3 3r 1 (COLOR:T.B.D.) O Z 12'-0' 17 LOGO SIGN BY OTHERS PROVIDE BLOCKING AND ELEC.AS REQ'D. O 25 PROVIDE SNOW GUARD RAIL ON ALL METAL ROOFS �� I i 1 I__I 1 I_ I C I � , I -i I L I - • • � Q W � 4"ALUM BOX GUTTER OVER 2x10 ALUM WRAPPED FASCIA x 0 O t _ 23 19 Ud (COLOR:SHERWIN WILLIAMS SWVS 364 TANKER) LAN Q NMI r i� �1 23 - III I I I ? I �� _ � OC W O _ WALL PACK LIGHT FIXTURE(SEE LIGHTING PLAN) Q 3 Z 1ST FLR W a VINYL CLAD ENTRY DOOR Z 0 W/ALUM WRAPPED 2x6 SURROUND Q Q 22 PAINTED METAL INSULATED DOOR W Q W 14 7 3 11 14 7 8 9 24 9 8 7 25 14 1 16 o O (COLOR:T.B.D.) 3 0 12 LO M = 23 VINYL CLAD FIXED WINDOW Z O ~ W o LEFT SIDE / NORTH ELEVATION 24 VINYL CLAD/GLASS DOOR Z A202 SCALE:1/8"44' (w/SIDELIGHT WHERE SHOWN) 0 25 ATAS OMAWALL(SIZE: 18"x 96")(TEXTURE:SMOOTH) (COLOR:SIERRA TAN 09) Z 26 ATAS WALL CAP FLASHING (COLOR:CLASSIC BRONZE 01) Z Z 0 0 0 PIANNING REVIEW DRAWING NUMBER SIT D V LO M NT LANS FOR 11 lcorliFicl too 1p4F4 Fil 10117mim 635 ELMIRA& ROAD ( NYS ROUTE 13 � 31dm & 96 ) SITUATED IN: TOWN OF ITHACA TOMPKINS COUNTY NEW YORK PROJECT CONTACTS : LIST OF DRAWINGS APPLICANT: SURVEYOR: DWG TITLE PRATIK AHIR NICK GULLA, PLS ---- COVER SHEET PAMJI HOSPITALITY, LLC THEW ASSOCIATES PE-LS, PLLC LPN ---- ALTA/ACSMSURVEY 654 ELM I RA ROAD 9478 RIVER ROAD ��N�FZ c1.o DEMOLITION PLAN ITHACA, NY 14850 MARCY, NY 13403 �'� (607) 272-5252 (315) 797-1957 C2.0 SITE PLAN C3.0 GRADING,DRAINAGE AND EROSION CONTROL PLAN(1 OF 3) ARCHITECT: CIVIL ENGINEER: C3.1 GRADING,DRAINAGE AND EROSION CONTROL PLAN(2 OF 3) JOSEPH TURNOWCHYK, AIA, NCARB, LEED AP ADAM M. FISHEL, PE, CPESC > C3.2 GRADING,DRAINAGE AND EROSION CONTROL PLAN(3 OF 3) HEX 9 ARCHITECTS MARATHON ENGINEERING of � C4.0 UTILITY PLAN 5427 WOODSIDE DRIVE 840 HANSHAW ROAD STE 6 Q �� C5.0 LIGHTING AND LANDSCAPING PLAN GAP, PA 17527 -1 `�� C6.0 CONSTRUCTION DETAILS(1 OF 7) (717) 442-9034 ITHACA,NY 14850 Pp� C6.1 CONSTRUCTION DETAILS(2 OF 7) (607) 241 -2917 0 C6.2 CONSTRUCTION DETAILS(3 OF 7) `�P C6.3 CONSTRUCTION DETAILS(4 OF 7) SANITARY SEWER: WATER: �� C6.4 CONSTRUCTION DETAILS 5 OF 7 TOWN OF ITHACA PUBLIC WORKS ( ) DAN THAETE TOWN OF ITHACA PUBLIC WORKS SITE LOCATION C6.5 CONSTRUCTION DETAILS(6 OF 7) DAN THAETE 0 C6.6 CONSTRUCTION DETAILS(7 OF 7) 215 N. TIOGA STREET 215 N. TIOGA STREET ITHACA, NY 14850 ITHACA, NY 14850 C7.0 HIGHWAY PLAN (1 OF 4) (607) 273-1656 607 273-1656 C7.1 HIGHWAY PLAN (2 OF 4) ( ) LOCATION MAP C7.2 HIGHWAY PLAN (3 OF 4) ELECTRIC: N.T.S. C7.3 HIGHWAY PLAN (4 OF 4) NEW YORK STATE ELECTRIC & GAS WATER: BOLTON POINT WATER SYSTEM C8.0 TRUCK TURN PLAN 18 LINK DRIVE STEVE RIDDLE BINGHAMTON , NY 13904 BP1.0 BACKFLOW PREVENTION PLAN (607) 343-5283 1402 EAST SHORE DRIVE � ITHACA, NY 14850 r (607) 277-0660 PERMIT SET GAS: NOT FOR CONSTRUCTION NEW YORK STATE ELECTRIC & GAS ENGINEERING 18 LINK DRIVE ROCHESTER LOCATION BINGHAMTON , NY 13904 39 CASCADE DRIVE (607) 343-5283 ROCHESTER , NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 Coinfort ITHACA , NY 1 4850 COPYRIGHT© 2023 6 0 7 - 2 4 1 - 2 9 1 7 INN & SUITES MARATHON ENGINEERING www.marathoneng.com OF ROCHESTER, P.C. Legal Description Found Concrete Monumew I extends 0 5 feet above grade �Le Description of Lands of Thomas L. and Mary D. McGuire (P—W) Contains: 2.197 acres 40 All that tract or parcel of land situate in the Town of Ithaca, County of Tompkins, State of New York,and being more precisely described as follows of Beginning at a 5/8-inch rebar(extending 0,3 feet above grade) found on the southerly bounds of New York State Routes 13, 34 and 96(also known as Mile Marker Elmira Road-variable width), said rebar being at the northwesterly comer of a parcel of land conveyed by Inlet Valley Cemetery Inc to the Town of Ithaca 13 3603 43790 by deed dated November 9, 2009 and recorded in the Tompkins County Clerk's Office on April 1, 2010 as Instrument Number 556791-001, said rebar 1119 General Notes: having New York State plane coordinates(NAD8312011-Central Zone)of 878,251 51 feet North and 832,320 22 feet East, thence along the southerly bounds of Elmira Road, the following three courses and distances 1. This survey is referenced horizontally to the North Amencan Datum of 1983, 2011 adjustment (NAD8312011) and projected on the New 44023 +43874 o < 1 `��`) `,per York State Plane Coordinate System(Central Zone),and vertically to the North American Vertical Datum of 1988(NA VD88) 1. North 61 degrees 51 minutes 04 seconds East a distance of 72.16 feet to a set rebar with a 1 1/4-inch diameter red plastic cap marked 8, Ok P 0 'Thew Associates Utica, NY'(herein referred to as a set 5/8 43854 -inch rebar) r A A� 2. North arrow as shown indicates Grid North referenced to NAD8312011 and projected on the New York State Plane Coordinate System 1 F Found d 314-inch rebar Found 1-inch iron pope 2 North 39 degrees 20 minutes 04 seconds East a distance of 172.39 feet to a set 5,18-inch rebar, 76 1 0 2 rfeet below grade extends 0 3 feet above grade (Central Zone). 3 North 46 degrees 39 minutes 02 seconds East a distance of 223.96 feet to a 5/8-inch rebar (extending 0 3 feet above grade) found at the 44073 northwesterly comer of a parcel of land conveyed by Karen K. Dieter to Bryan T Poole-DiSalvo by deed dated January 31, 2014 and recorded in p 3 The reference horizontal and vertical control station is a GPS Continuously Operating Reference Station (COBS)designated as 'Watkins +4.W 50 Glen CORS ARP" (NYWG), NYWG is a horizontal and vertical Control Station established by The New York State Department of the Tompkins County Clerk's Office on January 31.2014 as Instrument Number 2014-01236, f owu Transportation and last adjusted by the National Geodetic Survey in 2011. thence South 43 degrees 31 minutes 49 seconds East, along the westerly line of Bryan T Poole-DiSalvo, a distance of 182.38 feet to a 1-inch iron pipe X/ 4 (extending 0.2 feet above grade) found at the bottom of a steep bank, said iron pipe being on the westerly line of a parcel of land conveyed by Mancini & 1.32 11// 1 1 0 4 Contours shown hereon were generated from a digital terrain model utilizing Autodesk Civil 3D surveying and engineering software. Realty, L P. to The People of the State of New York by deed dated October 25, 2000 and recorded in the Tompkins County Clerk's Office on November 15, & 1 1 +43967 2000 in Liber 891 of Deeds at Page 234, 5 The subsurface utilities shown hereon are of Quality Level D (QL-D), C (QL-C). and 8 (QL-B), as listed below, and defined by the ot p 44020 tilled "Standard Guidelines for the Collection and Depiction of Existing thence along the bottom of said bank and along the westerly line of The People of the State of New York, as it winds and turns, a distance of 450 feet, more Amencan Society of Civil Engineers (ASCE) in document 38-02 fill ik �q Subsurface Utility Data" The subsurface utilities are based on physical evidence located during the field survey and existing record or less, to a 518-inch rebar set at the northeasterly comer of a parcel of land conveyed by Earl Cortright to Hazel S.Cortnght by deed dated August 14, 1953 X- �S. or mapping. The surveyor makes no guarantee that the subsurface utilities comprise all such utilities in the area, either in service or CPI -1 �, and recorded in the Tompkins County Clerk's Office on August 17, 1953 in Liber 360 of at Page 564(chord:South 45*54*38"West,391.63 feet) 0 00 43 4319.4 11 abandoned The surveyor does not warrant, guarantee, or certify that the subsurface utilities are in the exact location indicated although 01 ��+ %,'->� 441.15+ or 0 the subsurface utilities are depicted as accurately as possible from the information available. thence along the northerly line of Hazel S. Cortnght, the following three courses and distances. 4mag + 1. South 73 degrees 01 minutes 37 seconds West a distance of 84.92 feet to a set rV&tnch rebar, Telephone. QL-C W/ Sanitary Sewer QL-B 2 North 09 degrees 59 minutes 23 seconds West a distance of 57 28 feet to a 5M-inch rebar(extending 0.1 feet above grade)found at the base of a (v Storm Sewer QL-C 2 bole 16-inch Elm -0 C� 'V&inch rebar (extending 0 5 feet above grade) found on the Gas QL-C 1�1 4 Water QL-C 3 South 87 degrees 46 minutes 35 seconds West a distance of 23 79 feet to a Reputes '40�. 1, 1 In Loc.R.' northerly line of the Town of Ithaca(Inlet Valley Cemetery), +/ ry or 4417 a co' 4�6, The information shown hereon is based on an instrument survey completed +"260 f I on February 26,2016 thence North 50 degrees 55 minutes 24 seconds West,along the northerly line of the Town of Ithaca,a distance of 83.92 feet to the Point of Beginning f I U.S+G.S+ Quadrangle r +44272 Q West Ithaca, New York T To the best of our knowledge, there are no proposed changes in street right of way lines. To contain 2.197 acres of land,more or less, as surveyed by Nicholas D Gulia, Licensed Land Surveyor No 050924 2 0 Spruce 1 2.000' & At the time of the survey, there was no observed evidence of current earth moving work,building construction,or building additions The above described parcel of land is intended to be the same premises conveyed by McGuire Gardens, Inc to Thomas L and Mary D. McGuire by deed 041 4 43 fi) 441.00 dated February11, 2005 and recorded in the Tompkins County Clerk's Office on February 11, 2005 as Instrument No 468462-001 us 13.11 Ali�ftx,126 +4372 Line of Sight PWW Ito- 9- At the time of the survey,there were no wetland delineation markers observed. The above-mentioned coordinates, beanngs, and distances are referenced to the North Amencan Datum of 1983, 2011 adjustment (NAD83,2011), + Deciduous projected on the New York State Plane Coordinate System(Central Zone) Reference Point No. 1 "3 21 44234 A 12 Stopping Sight Distance(SSD) Zoning: Right-960' +44,382 ice { , — oubd 518--mch rebar 0 yp Left. 405' a41 extends 0 3 feet above gracgrade0, k� The surveyed parcel as shown is currently zoned as Neighborhood Commercial(NC), having abbreviated restrictions as follows pea 0�. A, *I/ / 4420 - No +434.1 A. 00 o 12 1. Minimum area I acre 0_�, O�,, 0,. --"-depm to Legend- NYSEG L393 23-1 +"388 Sanitary Line 2+Height limitation 38 feet from lowest intenor grade. 36 feet from lowest exterior grade, no structure other than a building shall exceed 30 Bell Atlantic 127 10' op, 44425 4431,1 4396 Property Line 19�c, 0, OL"- 54'dep-n to feet in height 6.)l P& 0 // sanorla-', +0 '79 +4JI6 +4X3 3 Yard regulations Olp 5rp 4417 4377 _1 Adjoiner Line 4J5- S +4457\� + 4111+ a. Front yard. not less than 50 feet in depth W 4111 b Rear and not less then 30 feet in depth 14 "1 1 +"It 10, 420.5 Interior Line M&I of 0- 11 (o c Side yard none required with respect to buildings all on the same lot,but not less than 30 feet from any structure to a side property line I 4"J3 0 11 t 'd 30'Mde Easement I + LCI Building Setback Line Kenneth G.McGuire % -V2 5 or 32 4. Building area shall not exceed 7,500 square feet to If 444 16' +"&45 1 New York State EJect*&Gas Corporation 44639 Hemlock Parcel Taking Deed-Liber 342 Page%4 /1/ 446,01 4481 "83 +43 5.Minimum usable open space shall not be less than 30%of the lot area Dated:13,June 1951 14681 �"3�O or Ff-4493t + Recorded 18,July 1951 55 or Laid Up Stonewall of FF=" 87 6 Size and area of lot +4066 a- Minimum lot area shall beat least 30,000 square feet if public sewer facilities are available,-otherwise the minimum lot area shall beat +44530 Major Contour least 2 acres 415 01 1 "73 1 b. Minimum width at the street line shall be 100 feet ".5 38 Z \ -9 + Minor Contour Site Benchmark No 2 Root Height FF-447 49 4411 c Minimum width at the maximum required front yard setback line(50 feet from the street line)shall be 150 feet +"583 Elov hon 44752- 16' .,o d Minimum depth from the street line shall be 200 feet "8 42t'T 4441 011 Chimney Height ------- Approximate Flood Zone Line C.11, Elev 17"' 446 9 4"1 Base Flood Elevation 7 Parking requirements for a hotel/motel, one space for each guest room, which space must be available at night \ \ lox - —— ——— — — - Edge of Gravel "5 55 NYSEG I +44594 +"5 69 23 NYT 127 -CFA 06 "71 Flood Zone: 44532 1<1_ 4474 Tree Sanitary Line S ".5 53 1 Shww ry note Manhole- 15' A 4460 Line of Sight Sanea San IV`IC!, f \. 4"16 The surveyed parcel shown hereon partially lies in Zone A7 and Zone C as indicated on Community-Panel Number 361049 0001 bearing an Reference Point No. 2 Rim Elevation Force Main Deciduous FF="7196 "74+ + +4078 Gas Line effective date of June 19, 1985, which such map panel covers the area in which the subject land is situated The base flood elevation Rom EIL vation"5 66 79 C�u I of determined for Zone A 7 is 416 6 feet NA VD88(Elevation 417 feet referenced to NG VD 29)_ & Intersection Sight Distance(ISD) +4as3 L_ Tree 3 1 of of Left-- 1,365' +44&W 74 Stump It I w— — — Waterline Stopping Sight Distance(SSD) '1416 - Found 14fich Nor pipe Reference Drawings: �o 0 "S 67 cr 0 kv extends 0-2 feet above grade Q G' Right: 1,115' 1 4445 01 -K"7 0 kt 4091+ Overhead Electric KA "72 0 -k IL 44�6 8 h/ 4427+ j (hold) I "Map of Pearson Estate Farni`o, dated December 31, 1941,prepared by Carl Crandall, C.E., and filed in the Tompkins County Clerk's Office Left: 1,890' "1 -- I \+,�, I Tree of on February 19, 1942in Map DrawerF-1 33as Instrument Number BF023269-001 0, �- 0, co. /1 1 81 +"592 "So 75 Stump It.4 Overhead Telephone 00"o, '9,6 Pave(Stone `!�. New York State Routes +446 "5 69 'N 447 0 443 1 01 7 Retai V oe ning Wall 2 'Location on Military Lot 81-Town of Ithaca", dated December 22, 1947,prepared by Carl Crandall, C_E. and filed in the Tompkins County 0 X \V 4465 C, 3 Bok� of Overhead Cable Television Clerk's Office in Mortgage Book 225 at Page 500 13, 34 and 96 +"72 S 44,14 "3 1 or 4106 e 1§_ 44o5 5 11 1�15' or of qi� a.k.a. Elmira Road "45 It Z"�" 0- of or 1+ 44,i 9 4460 +"58 0 C110 of Overhead Utilities(Electric, Telephone,and Cable Television) -Tompkins County-New York, dated February 13. 1987. prepared "71 of 3. *Survey Map of 635 Elmira Road(NYS 13)-Lot 81- Town of Ithaca (variable width) +441585 or / /V or AL A4 A4 by Kenneth A Baker, Professional Land Surveyor, and filed in the Tompkins County Clerk's Office on March 16, 1987 in Map Drawer VII, 44565 "5 7 or of Wooden Fence Was Instrument Number BF023656-001 Bollard with +"12 or or a, "23+ or of+ 44541 EAectric F-"765 50, of or or "5 go czp/ 4469 11 435 or 402 +4088 +"545 Spot Elevation and Location 4 'Survey Map Showing Lands of Inlet Valley Cemetery", dated August 14, 2009, prepared by T G. Miller P.C., Engineers and Surveyors, Line of Sight SA "6'o 2 Bole of / or and filed in the Tompkins County Clerk's Office on April 1, 2010 as Instrument Number 556791-002, 5=- 4eL4" 25-Maple I I / Reference Point No. 3 44597 1 �' 451 No Identified /I of 7 or Utility Pole Intersection Sight Distance(ISD) C� 0 Parking Spaces4a69 Underground "I I 5 "Survey Map Lands of Karen K. Dieter, dated January 15, 2014,prepared by Michael John Reagan, Professional Land Surveyor, and f `15 A +"52 +4451 16, EJectric into or /or or fled Left: 1,275' IrV N Deciduous 4, 4"2 / I in the Tompkins County Clerk's Office on January 31, 2014 as Instrument Number 2014-01238 Stopping Sight Distance(SSL 1 44524 "5 26 N "61 4415 4+ �53 44Z4 / / A4 A4 J� A4 Guy Pole "5 84t, Roof + or/I A or if of Right 415' 2 Height 10- It. / E-- +"553 462+ or Guy Anchor 6. 'Land to be Provided for the Reconstruction of the Ithaca Road (Spencer Section) State Highway No 454, County of Tompkins to be "26 of or // Obtained from Fred Pearson, designated as S H_ No. 454, Map No. 6, Parcel B, dated February 28, 1936 and is on file at the New York Left: 1,795' Al/I I _41 or of to State Department of Transportation Office(Region 3)in Syracuse, New York 40,40 - Edr Of&-,—d Gravel Driveway 0 or 0S Sanitary Sewer Manhole sm-AI------ +4"a 4"7 veway 4458 4415 12P 46 "54 of 11 11 4444 +"48 7, "Land to be Provided for the Reconstruction of the Ithaca Road (Spencer Section) State Highway No 454, County of Tompkins to be Found 314-inch rebar +,4414 14 20' 4081 Sanitary Clean Out Obtained from Susie Allen, designated as S H. No 454, Map No 7, dated February 28, 1936 and is on file at the New York State flush with grade - 444.71 (R Deciduous AL A, JJL Ref Map No 3 30'11ololde Easement Site Benchmark No I Parcel I Tree Stump Department of Transportation Office(Region 3)in Syracuse,New York Q0 0 Elevation.44611 Kenneth G.McGuire "Set 4443 & & +4".5 11 ./ to k4"I+ Ok 8. "New York State Department of Public Works, Ithaca Road S H No 454", designated as Map No. 30, Parcel No. 38. dated July 9, 1957 40� 0 635 Elmira Road N.Y4 Star.Electric&Gas Corporation Deciduous 4019 O� �Q; o % % e Sign and is on file at the New York State Department of Transportation Office(Region 3) n Sy No On-site Parking Spaces Peed Liber 342 Page 564 0 I Syracuse,New York 0 q0 1�� 6 / I Dated 13,June 1951 4"70 01 //"I I Recorded:18,July 1951 0 Electric Meter 9 'New York State Department of Public Works, Ithaca Road S H. No 454, designated as Map No. 32, Parcel No 4Q dated July 9, 1957 Property of +"36 .2 e ot \�` I AL Z, All. UL 4"29 '00 10 and is on file at the New York State Department of Transportation Office(Region 3)in Syracuse,New York N�v + Thomas L. and Mary D. McGuire 22' V e t& Gas Meter 73 + Piro I? "3 46 443 7 1Z tx +441 j Instrument Number 468462-001 "51 12* wv Site Benchmarks.- Deciduous ti 4447+ X) Water Valve Site Benchmark No. 1 0�ej 61 +"357 Tax Parcel No. 35.4-21 +4433 12' 4a4+ 4wo +4083 Gas Valve Benchmark Tie set 1.0 feet above grade in the easterly face of a utility pole marked 24, Bc1I Atlantic 128, located on the southerly side of New 12' Deciduous or "3W Ref. Map Nos. 1 and 3 Deciduous York State Route 13 Elevation 446 11 feet 7+ Ak AL A4 A4 A4 No ot ? / / / / dsd ZZ utilities /I / / / -V Fire Hydrant Site Benchmark No 2 Vol "3 07+ "?7+ 4,12 8 Contains: 2.197 Acres 8- Deciduous I/ / or 450':t exVIN I-Aram I or or / / 39�/ 2 BcAe Z,.3,� Deciduous Tree +"27 Deciduous 1 4018 Benchmark Tie set 1.0 feet above grade in the southerly face of a utility pole marked NYSEG L393, 23. NYT127, located on the southerly side lo'DecKkious of of (along the bottom 44257 or of New York State Route 13. Elevation 447.52 feet. 44212 1 of or of a steep bank) Coniferous Tree of Sanitary or or Tax Parcel Number- Rim Elevation 4T310-11011le +4425 or/ 1 391.63' +"12 AL AL AL AL Swamp "T Aire SE / / Town of Ithaca, Tompkins County,New York A "' 25 "234 Ugm road" "2 29+ vo e 95,707± Sq.Ft. Chord S 45*5438*W Mille Marker "13 + +442 7 + 1 4 7C • Found Iron(Pipe, Rebar,etcetera)As Noted Section 35.Block 1 Lot 21 13 + +"a 5 11/ /I /3603 + 44147 ot +4415 Flood Zone C 4079 Set 5/8-inch Rebar with 1 1/4-inch Red Plastic Cap marked"THEW Deed Reference: 129 1 4"o 90 44163 Point of 8001nning + +435 6 +4340 1 1 +41d5 ASSOCIATES UTICA NY" tut ore + Northing 878,25151' Ref Me No 3 4424+ 4413 +4358 1 1 McGuire Gardens, Inc p I ,I I I AL AL AL AL Eastrng 632,320 22' parcel 2 Point not Monumented Found 5,34nch rebar +4f,H +4289 to +�N,f )+4399I ice/ Thomas L and Mary D McGuire 99 --- extends 0 3 feet above grade -429 6 4080 Instrument Number 468462-001 4370 (9 1? (held) +4416 1 Finished Floor Elevation V LP -06 +440 1 . — I % 440 70+ + 'a -, +4356 1� or Dated: 11, February2005 439 1 ,,+4a, 4 +4153 (M) Measured Distance of - "', Recorded; 11, Febfuary2005 24 1 , .1 Car,t� 4388- ____—(]V + +AX-6 4X2 4100 P,01 E An 43 411,7+ AL A& AL AL (P) Platted Distance Schedule B-Section 2 Exceptions levavon 430 17 4X_2 .1 + 4323+ + 4- 4388+ Liber 891-Page 234 Deed Book and Page This survey is based on Title No 0-8911,dated April 14,2016, and prepared by Stewart Title Insurance Company. +4398 +4410 + 49 - 1 +"12 + 0 4306 S 87*46'35"w I'Mca) Highway Appropriation Map and Parcel Reference 41a2 +4we /M6\ Items not listed below are standard title exceptions and/or are not matters 439 76 4" + 23.79'(" Found 518-rich rebar It rs or Issues that pertain to this survey. 1 1-at the base of a 2 Bole 16-0m, 410.0 \-a 4N 4S+ 23.5-(P) extends 0 1 feet above grade 4390+ 1__1 --- +41d2 439 021 AL AL Ak at Subject to an utility easement as set forth in a conveyance by Susie R Allen to New York State Gas & Electric Corporation by (held) 440-0- +4395 '00 11 deed dated July 15, 1924 and recorded in the Tompkins County Clerk's Office on September 18, 1924 in Book 5 of Miscellaneous +4390 4394 Records at Page 370 Description is ambiguous:however the easement is presumed to encumber the surveyed premises, but 1 +4305 Found&18-inch rebar (31 4390 not shown hereon 49 extends 0 5 feet above grade __4 + (held) t292 -r, C14-6 -_ --- - " .1 Subject to an utility easement as set forth in a conveyance by Elizabeth Pearson Brown. Lena Pearson Wandling, Harry Pearson, ?75 It @Alice B. Pearson, and Fred D Pearson to New York State Electric&Gas Corporation by deed dated July 15, 1936 and recorded in the Tompkins County Clerk's Office on September 22, 1936 in Liber 241 of Deeds at Page 44. Description is ambiguous. AL ALL A4 Sit sic AU rzae GRAPHIC SCALE 4114 however the easement is presumed to encumber the surveyed premises,but is not shown hereon Q �P�,A 0 _45 + ----------- 4113 Flood Zone A 7 30 C, s 60 120 0 +4n.2 _ also Subject to an utility easement as set forth in a conveyance by Elizabeth P Brow n, Harry and Alice B Pearson, Frederick D. and -d' tR" ,-_Z_ \N Ln 13, Base Flood Eieva!jon Surveyors Certification O Theresa H Pearson, and James Clyde Wandling to New York State Electric& Gas Corporation by deed dated October 25, 1939 1�p P 413,3+ -7S11`u 1113 A, 13 and recorded in the Tompkins County Clerk's Office on January 31, 1940 in Liber 254 of Deeds at Page 451. Does not encumber ta 1.(P)(V) *Frind3wchponchodpope The undersigned hereby certifies to. W 85. 1 1 Z.(M) extends 0.3 feet above grade the surveyed premises q 1§ &$ 84.9 AdI $, ALL AL AL ALL A4 Ramp Hospitality, LLC (IN FEET) of or -�414.7 Subject to an utility easement as set forth in a conveyance by Kenneth G. McGuire to New York State Electnc& Gas Corporation A,� q9 14 by deed dated June 13, 1951 and recorded in the Tompkins County Clerk's Office on July 18, 1951 in Liber 342 of Deeds at Page + or +4114 Thomas L. McGuire and Mary D. McGuire: 1 inch=30 ft. 564. Encumbers the surveyed premises and is shown hereon 4310 4120+ Stewart Title Insurance Company,its successors and/or assigns. DRAWN ALTAINSPS Land Title Survey Subject to an utility easement as set forth in a conveyance by Kenneth G. and Laura McGuire to New York State Electric& Gas +4114 This is to certify that this map or plat and the survey on which it is based were Corporation by deed dated July 29, 1964 and recorded in the Tompkins County Clerk's Office on September 2, 1964 in Liber 452 or made in accordance with the 2016 Minimum Standard Detail Requirements of NEIV T.J.F. 1© Corporation of of Deeds at Page 867 Does not encumber the surveyed premises 4129 sic AL ALsic sLc +411 2 AL AL for ALTAINSPS Land Title Surveys,jointly established and adopted by ALTA 'S S. 0 CHECKED and NSPS, and includes iteyls 1, 2, 3, 4, 5, 6a, 6b, 7a, 7c, 8, 9, 11, 13, 14, 16, 4, Thomas L. and Mary D. McGuire +4108 17, and 18. The fieldwork S d on March 17, 2016. CO yY J.S.T. Tax Parcel No. 35.4-21 SCALE Certifications indicated hereon signify that this survey was prepared in accordance with the existing code of Town of Ithaca Land Surveyors. Said Now or Formerly +4120 1 30' practice for land surveys as adopted by the New York State Association of Professional L nd Su Si nature: 7/.4- Al. County of Tompkins certifications shall run only to the person for whom this survey was prepared and on his behalf to the title insurance Property of + AL Name. mes S. Thew 0S State of New York company, governmental agency,and lending institution. Certifications are not transferable to subsequent owners. Hazel S. Cortright DATE. Unauthorized alteration or addition to a survey map bearing a licensed land surveyors seal is a violation of Section Liber 360-Page 564 Registration No.: OW226 LAND P 0 Sm 463 Thew Associates 9478 River Road 7209, Subdivision 2 of the New York State Education Law. 411512016 6431 US Highway I I I � Tax Parcel No. 35-1-18 Date. April 15, 2016 1- f k �I L_- Marcy.New York 13403 York 13617 T 3151733-7278 PROJECTNUMBER T 315*'386-2776 F*315,797-1957 Only copies from the original of this survey marked with an original of the surveyor's inked seal or his embossed UK567-02-16 F 3151386-1012 www.ThetvA5500ate5 com seal shall be considered to be valid and true copies- Copyright©2016 Thew Associates PE-LS, PLLC All Rights Reserved 1RFV1 DESCRIPTION 0 0 30 60 DEMOLITION NOTES 10. REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS,STRUCTURES, ETC.SHALL ONLY BE PERFORMED AFTER 25. NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY r CRITICAL NEW OR TEMPORARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL(I.E. UTILITIES, DRAINAGE, PAVING, OWNER(S), EXCEPT AS SHOWN. 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL,AND DISPOSAL(IN LOCATION ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING. 26. THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS,AND SURVEY SCALE M44MT ON APPROVED BY ALL GOVERNING AUTHORITIES)OF ALL STRUCTURES, PADS,WALLS, FLUMES, FOUNDATIONS, PARKING, MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION. DRIVES PIPES,STRUCTURES, UTILITIES, ETC.SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES,STORM ENGINEERING CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND DRAINAGE,SIGNS, ETC.AS REQUIRED.ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S 27 THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF ITHACA WATER BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS: SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK. COSTS FOR SUCH AUTHORITY. ROCHESTER LOCATION RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. 39 CASCADE DRIVE A. AREAS WITHIN NEW BUILDING FOOTPRINT(INCLUDING SIDEWALKS): IMPORTED STRUCTURAL FILL(NYSDOT 28. THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED,THE R O C H E S T E R, NY 1 4 6 1 4 304.14)SHALL BE USED TO BACKFILL THESE AREAS_PLACED IN LOOSE LIFTS NOT EXCEEDING 12"AND 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS. CONTRACTOR SHALL DISPOSE OF SYSTEM COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL 5 8 5 - 4 5 8 - 7 7 7 0 COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES MANNER. ITHACA LOCATION 13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL,TELEPHONE,CABLE,WATER, FIBER B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON-SITE OPTIC,AND/OR GAS LINES NEEDING RELOCATION OR REMOVAL. ADEQUATE TIME SHALL BE PROVIDED FOR 840 H A N S H AW R D, ST E 6 RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIDE A 29. THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED,ALL EXISTING WELLS LOCATED ITHACA , NY 1 485 0 MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12"AND COMPACTED TO THE MAXIMUM DRY DENSITIES WITHIN THE SITE DEVELOPMENT AREA SHALL BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE SMOOTH TRANSITION IN UTILITY SERVICE. REQUIREMENTS. WHICH INCLUDES:COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT 6 0 7 - 2 4 1 - 2 9 1 7 BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07(SELECT GRANULAR)FILL MAY BE USED. CEMENT GROUT. DEPTH,TYPE, ETC.OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS www.marathoneng.com 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED TO:GAS, TO BE ABANDONED AND ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK. THE USE OF ALTERNATE BACKFILL/FILL MATERIALS SHALL BE EVALUATED ON A CASE-BY-CASE BASIS BY THE ELECTRIC,TELEPHONE,STORM DRAINAGE,SANITARY SEWAGE,COMMUNICATIONS, HEAT,ETC.THROUGHOUT ALL PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO USE. PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT IN A LEGAL 15. THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC.AS O Ise MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND REQUIRED BY THE OWNER,TOWN OF ITHACA AND/OR THE ENGINEER. DISPOSAL. 0 16. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITE/BUILDING IMPROVEMENTS. TIMES. LI-I 17. NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE. z 4. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND TOM RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING 18. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC.WHICH PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID MAY BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND HAZARDOUS BUILDING MATERIALS SURVEY W uj CHARGES. 19. EXISTING PAVEMENT AND CONCRETE SHALL BE SAW-CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL. Q 20. THE CONTRACTOR SHALL LIMIT SAW-CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN 1. THE OWNER/DEVELOPER HAS PERFORMED A HAZARDOUS BUILDING MATERIALS SURVEY.THE DEMOLITIONLU < 5. THIS PLAN DOES NOT SHOW ALL ITEMS TO BE DEMOLISHED,ABANDONED AND/OR REMOVED. EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED,OR RELOCATED AS NECESSARY, UNLESS ON THE PLANS. IF SURROUNDING PAVEMENT/CONCRETE IS DAMAGED,THE CONTRACTOR SHALL BE RESPONSIBLE CONTRACTOR SHALL OBTAIN A COPY AND REVIEW THE HAZARDOUS BUILDING MATERIALS SURVEY PRIOR TO THE START OF (/)WORK. SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID. FOR ITS REMOVAL AND/OR REPAIR. 44 1... M 6. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS. 21. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2. THE OWNER/DEVELOPER IS CONTRACTING WITH AN APPROPRIATE ABATEMENT CONTRACTOR TO PROPERLY REMOVE LOCATION SKETCH =01 O � O 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING 22. ALL SIGNS,STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED. AND DISPOSE OF THOSE HAZARDOUS BUILDING MATERIALS. N.T.S. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL ABATEMENT WORK HAS BEEN COMPLETED PRIOR TO BUILDING PRIOR TO DEMOLITION. INITIATING STRUCTURE DEMOLITION. Cn 23. THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING 8. ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS(INCLUDING 5 FEET BEYOND THE PERIMETER)SHALL BE TREES TO REMAIN DURING CONSTRUCTION. REMOVED AND THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION >0 DOCUMENTS. 24. TREES TO REMAIN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS z ASSOCIATED WITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED,THE uj z 9. THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE TREE(S)AT THE DEMOLITION KEYNOTES z O ABANDONED PIPES AND STRUCTURES WITHIN 2'OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS OWNER'S AND/OR TOWN OF ITHACA'S DISCRETION. SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN,ABANDONED PIPES SHALL BE CUT AND A BUILDING&ASSOCIATED PATIO, DECK,STEPS,STOOPS,WALKS, Q C/� PLUGGED AND THE REMAINING OPENING IN THE MANHOLE/STRUCTURE SHALL BE FILLED SO TO MATCH THE REMAINING STRUCTURE/MANHOLE. THE CONTRACTOR HAS THE OPTION TO REMOVE THOSE UTILITIES TO BE O CURBS,RETAINING WALLS, ETC.TO BE REMOVED L6 Z ABANDONED AT NO ADDITIONAL COST TO THE OWNER. O �e BO ASPHALT DRIVEWAY TO BE REMOVED a OGRAVEL DRIVEWAY TO BE REMOVED O O EL/M/RA ROAD D MISCELLANEOUS ITEM TO BE REMOVED ui ~ OFF5/TE IMPROVEMENTS RIGHT-OF-WAY O p. s REFER TO SHEETS C7.0 FOR ALL g. s p. s UTILITIES TO BE REMOVED. COORDINATE SERVICE > O�'tcPo�rd WORK WITHIN NYSDOT RIGHT OF WAY, TYP. �'FPo�rd �'�°�rd O DISCONNECTION/REMOVAL AND ASSOCIATED METER REMOVAL --- `°%�2i _ `d�2� - - - - - \ WITH RESPECTIVE UTILITY COMPANY. um Y�96pP ui / YQ/JO m s8 o G , GUY Inv. 434.70 8"PVC _ Inv. 438.85� _ _ = - - _ - _ _ _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = Inv.438.30 - - - - - - - - - - - - - - - - - - = _ = = _ = = _ = S - - - - - - - - 10"Steel Force Main _ _ _ 10"Steel Force Main Inv.432.�-�w_430.70 - - - - 9p"pVC _ O - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ - - - - - - - - - - - - - r - - - = ANCHORS ETC TO BE RELOCATED CONTRACTOR TO - - - - - - - - - - -I- - - - W F w COORDINATE WORK SCOPE AND SCHEDULE WITH UTILITY a IMP 2�a W W--� COMPANY(IES) tiYo I ui _ w W W o a -� VV ��d° o L L_-J ��I O EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE 0 446 J / i SERVICE TAP. EXISTING CORPORATION TAP TO BE REMOVED ANDUJ Q PLUGGED. CONTRACTOR TO COORDINATE WORK SCOPE AND U I I SCHEDULE WITH UTILITY COMPANY. PORTION OF WATER SERVICE Q I I REMAINING UNDER ELMIRA ROAD IS TO BE ABANDONED. L _ r"-_------ , I EXISTING GAS SERVICE TO BE CUT,CAPPED AND ABANDONED AT HO THE RIGHT OF WAY LINE. CONTRACTOR TO COORDINATE WORK LL a I - nH SCOPE AND SCHEDULE WITH UTILITY COMPANY O gyp...... \ �.. �e�'•c / s eF b -- Split Rail Fence \ I 7 \ / o�s L / s EXISTING SANITARY SEWER LATERAL TO BE CUT AND CAPPED AT L----------- - - - - - i \----- Ja -- -------------- --- i e r - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - _'_'i O THE RIGHT OF WAY LINE. PORTIONS OF LATERAL LOCATED ON O / a PRIVATE PROPERTY TO BE REMOVED. THE PORTION WITHIN / G gg� H p NYSDOT RIGHT-OF-WAY SHALL BE ABANDONED IN PLACE. 0 -J F Edge o E ��7 , D O I �- � / CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY O S O7 0,7 0 7 O as 7 7 poda� 7 co /✓i/. LATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUG O 7 So 0,7 / JO STRUCTURE ENTRANCE PER TOWN OF ITHACA REQUIREMENTS. Slate 192D L4uh�/ s EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH O 7 C / F3o� P 6' / I SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. I O \ m/. . tee. . 1 Sfory. . `Oa .cy . . oo� m JOB NO: 0728-16 7 \ _ D cG ✓. . . ry'ani/ p6S e� 19 60' I O w m Mason. . . o-hr. �✓// / p .Wood Frame �X c SCALE: 1��-30, I I PHASING NOTES o a ✓.o DRAWN: AMF's ✓ /` 635 Elmira Road m 7 d F N On-site Parking Spaces � 0.90' / / Porch Porch o PHASE I: DESIGNED: AMF f� .. . . . . �'rs I DATE: 03/31/16 `\ I �r / T 1. INSTALLATION OF ALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES AS p.o. ��Q SHOWN ON C3.0 REVISIONS PROPOSED BUILDING FOOTPRINT a / 2. DISCONNECTION/REMOVAL OF ALL UTILITIES IDENTIFIED ON THIS PLAN. TYPICAL L I o/ /� I State Concrete l 3. DEMOLITION OF THE EXISTING STRUCTURES, PATIO AND DECK. EXISTING DATE BY REVISION �\ I ---- I _ i. . . . . . . . r� 7 � -� 7 PAVED/GRAVEL DRIVEWAYS ARE NOT TO BE REMOVED AS PART OF PHASE I. J I--' _� - REVISED PER BOLTON POINT r o {/ / 4. DISPOSAL OF DEMOLITION DEBRIS IN A MANNER COMPLYING WITH THE 7/25/16 AF \ O � O oo O � � � � � � � � � �w COMMENTS \ 7 \ 7 °s I - D / REGULATIONS OF THE TOWN OF ITHACA. 5. BACKFILL OF EXISTING BASEMENT FACILITIES. 2/09/17 AF REVISED PER TOWN COMMENTS E 3.1.zo' I 7 6. STABILIZATION OF ALL DISTURBED AREAS AS SHOWN ON SHEET C3.0 6/21/17 AF REVISED PER TOWN&NYDOT O I Gr, oG E \ G� o Lod iP COMMENTS 7� ocs \ °cr30 /�e\ PHASE I I m L.I to voQ2eo \ \ �rooG�� 3 J /d9eofG e� / 3/25/20 AF MISC.REVISIONS Ln % 0,.8 shP� - E �a I 3. INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON AGOG AGOG Imo.�8,. \ e of/ 7 C3.1. s��.�• ��.'a s °Go E I Ea9 4/20/20 AF PLAN UPDATES FOR PHASED DEMOLITION a a o Gr ey / / I 4. DEMOLITION/REMOVAL OF ALL OTHER EXISTING FEATURES SHOWN ON THIS PLAN s �P �'o-. Gs oc�Go °s �aGo4s �a4oGs i / / (IE.PAVEMENT,GRAVEL,SIDEWALKS, ETC.) 2/17/23 AF PLANNING BOARD SUBMITTAL s � O J\ ---- ---- A22, j .i29.80' - J - l 7/26/23 AF TOWN SUBMITTAL pecL.�'. P '� S /C \ o Roof Height a4&T:o / L------x- � en . . . . . . . . / \ (?7 11.90' co A / \ \ O\ Porch= A COPYRIGHT©2023 MARATHON ENG. 01 `� OF NEW O \ oe L/M/T OF DISTURBANCE (-?7 �Q 7 \ / 07 7 NO. 086648 AROFESSIONP�'F. .000 ADAM M. FISHEL 110/1 DRAWING TITLE: � *01 `- - � Demolition Plan Comfort INN & SUITES 2 of 21 SHEET No: C- 1 ■ O 0728-16 JOB No: DRAWING No: 0 GENERAL CONSTRUCTION SITE KEYNOTES 0 30 60 r 1. STAKEOUT-THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING 1. APPLICABILITY-THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C"SERIES CONTROL PROVIDED ON THE"LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 7/24/23,WERE PROVIDED O RAISED SIDEWALK WITH INTEGRAL CURBING,WIDTH SHOWN ON TWO-RAIL CEDAR SPLIT RAIL FENCE, NATURAL COLOR. PROVIDE SCALE A 1 "CAUTION-STEEP SLOPE, DO NOT CROSS FENCE"SIGNAGE AWAUMT ONBUILDINGRE:9/C-6.DRAWINGS. THE"C"SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BY HEX 9 ARCHITECTS. DISCREPANCIES WITH BUILDING(S),CONTROL POINTS,AND/OR TIE DIMENSIONS SHALL BE PLAN,ENVELOPE INCLUDES ALL AREA WITHIN 5'OUTSIDE OF THE BUILDING'S EXTERIOR WALL. REPORTED TO THE DESIGN ENGINEER(PRIOR TO THE INSTALLATION OF IMPROVEMENTS)FOR COORDINATION 0EVERY 50'ON FENCE OR AS DIRECTED BY THE OWNER. ENGINEERING AND CLARIFICATION. O 18"CONCRETE CURBING, RE:3/C-6.1 CONTRACTOR TO PROVIDE FENCE SHOP DRAWINGS FOR 2. MAPPING-THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY APPROVAL PRIOR TO INSTALLATION. ROCHESTER LOCATION OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION,SIZE,TYPE, ELEVATION,AND/OR NUMBER OF 2• LAYOUT-DIMENSIONS SHOWN,WHERE APPLICABLE,SHALL BE FROM THE FACE OF CURB UNLESS O CURB TRANSITION, RE:4/C-6.1 39 CASCADE DRIVE PROVIDE "CAUTION-STEEP SLOPE, DO NOT CROSS"SIGNAGE EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL SPECIFICALLY CALLED OUT OTHERWISE. R O C H E S T E R, NY 1 4 6 1 4 LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. O REGULAR DUTY ASPHALT PAVEMENT, RE: 1/C-6.1 (9 OWNER. ON FENCE/GUIDE RAIL OR AS DIRECTED BY THE OWNER.. CONTRACTOR SIGNAGE SHOP DRAWINGS FOR 5 8 5 - 4 5 8 - 7 7 7 0 3. DEMOLITION-CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE"WORK LIMIT O HEAVY DUTY ASPHALT PAVEMENT, RE:2/C-6.1 APPROVAL PRIOR TO INSTALLATION. I T H A CA LOCATION 3. STAKEOUT-THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK(1-800-962-7962)FOR A UTILITY STAKEOUT LINE"AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD 840 H A N S H A W R D, S T E 6 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR O DUMPSTER ENCLOSURE, RE:5/C-6.3 15 BIKE RACK,WAVE STYLE. BLACK POWDER COATED FINISH. I T H A C A , NY 1 4 8 5 0 OWNER. RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS.ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL 6 0 7 - 2 4 1 - 2 9 1 7 X 4. PROPERTY PROTECTION-THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT,CURBS, REMOVED SHALL REMAIN. OG ACCESSIBLE RAMP, RE:5/C-6.1 PRIOR TO INSTALLATION. www.marathoneng.com WALKS, LAWNS,TREES, ETC.CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR 4. COORDINATION-THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE O CONCRETE SIDEWALK,WIDTH SHOWN ON THE PLANS, O STRIPED CROSSWALK,WIDTH SHOWN ON PLAN REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. UTILITIES(I.E.GAS, ELECTRIC, LIGHTING,COMMUNICATIONS)TO AVOID POTENTIAL INSTALLATION CONFLICTS. RE: 10/C-6.1 OCONCRETE SIDEWALK,WIDTH SHOWN ON PLANS seo 5. ACCESS-THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, 5. STAGING-AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING ACCESSIBLE PARKING SPACES WITH ASSOCIATED PAVEMENT O PRIVATE ROADWAYS, PARKING FACILITIES,AND PUBLIC STREETS DURING CONSTRUCTION. AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS O MARKINGS AND SIGNAGE, RE:6/C-6.1 O SEGMENTAL BLOCK RETAINING WALL NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE Q 6. SITE SAFETY-PRIOR TO AND THROUGHOUT CONSTRUCTION,THE CONTRACTOR SHALL POST SIGNAGE IN REPRESENTATIVE. JO LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE:8/C-6.1 qg OUTDOOR PATIO/AMENITY SPACE CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. CLOSE-OUT-THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT O GUIDE RAIL, RE:7/C-6.3 L1J CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: z 7. EXCAVATIONS-ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REMOVAL OF ANY CONSTRUCTION DEBRIS. LO INGRESS/EGRESS, RE:ARCH REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. CLEANING PAVEMENT AND WALKWAY SURFACES. TOM RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. OM PORTE COCHERE,±2,000 SF, RE:ARCH O 8. MAINTENANCE-PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN PROVIDING BONDS, GUARANTEES,CERTIFICATIONS, ETC.AS REQUIRED W LJ-J MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE BY CONTRACT DOCUMENTS. NO HVAC UNITS, RE:ARCH OWNER'S ON-SITE REPRESENTATIVE. PROVIDING A RECORD DRAWING. Z LU IME < COMPLETION OF FINAL PUNCH LIST ITEMS. OO GAZEBO WITH±15'x20'CONCRETE PATIO, RE:ARCH 9. CONSTRUCTION STORAGE-STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND 44 1. D j) SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE O FREE STANDING SIGN, BY OTHERS REPRESENTATIVE. OELECTRIC TRANSFORMER, RE: UTILITY PLAN LOCATION SKETCH 10. PERMIT(S)-PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE N.T.S. O APPLICABLE MUNICIPALITY OR AGENCY. UNLESS SPECIFIED OTHERWISE,THE OWNER IS RESPONSIBLE FOR PERMIT O CURB CUT, RE: DETAIL FEES. O LEGEND: S 6'TALL PRIVACY FENCE, RE:6/C6-.3 11. SPECIFICATIONS-TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS,ARE EXISTING PROPOSED DESCRIPTION >_ INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR TRANSITION CONCRETE CURB FROM 0"REVEAL TO 6"REVEAL SHALL REQUEST A CLARIFICATION. O IN AREA NOTED. TOP AND FACE OF CURB TO BE PAINTED WITH SIGN >0 z TWO(2)COATS OF TRAFFIC YELLOW PAINT. -IQ Q SIGN Uj Z Z � U "NO PARKING"SIGN. 4- o-❑ LIGHT POLE 0 O Z � 0 POWER POLE ouY ii O Q Z Property of G� GAS MAIN & VALVE Tax Parcel No. 33.-3-5.2 p y G.V. LLI Volunteer Firemen's Association Now or Formerly > of Ithaca,N.Y., Inc. E� ELECTRIC CONDUIT & STRUCTURE a � Property of a Liber 750-Page 217 IEEE Now or Formerly Volunteer Firemen's Association I 5 T� TELEPHONE CONDUIT & STRUCTURE EL/M/ ROAD O Property of of Ithaca, N.Y., Inc. OFFS/TE IMPROVEMENTS � RIGHT- T-OF-WAY Tax Parcel No. 33.-3-4 � ADD � � Eddy Hill, Inc. Liber 750-Page 217 REFER TO SHEETS C7.0 FOR ALL CENTERLINE AND STATIONING Uj Liber 698-Page 286 o WORK WITHIN NYSDOT RIGHT OF WAY" TYP. Approximate wester/ Tax Parcel No. 33.-3-5.1 y RIGHT-OF-WAY OR PROPERTY LINE O -rJG a� Bounds of Elmira Road ApproximateWesterly ��---------------------------------- gi - - 6� °% N, CURB ti Bounds of Elmira Road Tax Parcel .-3-1.�- �. � - - - - - - \ sro Ls rh ch 8 60 o c 9 + Uj 1/&19�, S c ��b� sus X X FENCE (DESCRIPTION) UM nha 8"SA-�----- 8 PVC SDR-35`�~sAN©i.o% SANITARY SEWER WITH MANHOLE Edg 0-8"ST---� io-2�ST1� STORM SEWER, MANHOLE & FIELD/DROP INLET WFULL ACCESS DRIVEWAY STORMWATER MANAGEMENT FACILI New York State Routes 13, 34 and 96 (NYSD0T PERM/T REQU/RED) B/ORETENT/ON #3a.k.a. Elmira Road 8"W�V WV WATER MAIN WITH HYDRANT & GATE VALVE(variable width) STORMWATER I W'V' _ _ LU� U MANAGEMENT FACILITY ''' Q B/ORETENT/ON f2 CENTERLINE OF SWALE L Edge o �� 2�2�c sA 2 \ CONTOUR 5 yls I LT2j9� o sA 2 �P DRAINAGE FLOW ARROW LL_ \ a�F Z 5' � �.� �Ps �� / 29 �\ a Cc + SHOT + SPOT ELEVATION O ��--- ------------------------ - ---- - �V�6�32Q2� - - - - - - - - - - - - - -- 123.2fi'�1L1 - - - - - - - - -0�= 9/ 525.00 N ofRunds �eoF 0 172.39' I - - - -P - - - - - - - - - - - - - - - - - - - - - - - - - - - � R °�o,� ��,�26 TREE LINE a ad - 0 0 6j57�¢, ( ( - - - - ------------ -----------� �c Headstones F R vs Co �2�6 rMl N 3 004E I C I RC B O6 O PROJECT STATISTICS TREE PROTECTION 9, CO R01 Headstones STORMWA TER U O7 B 0' FRONT 14.2' PARKING SPACE COUNT 0 0 MANAGEMENT B/ORETENT/ON FACILITY ' .P R=29" BUIL ING SETBACK rn 1. GENERAL: =5' 8 w 0, 9� 1 R R=20' I B 6' R=2' 9 Inlet Valley Cemetery I R=J R 1.1 PROPERTY OWNER-RAMJI HOSPITALITY, LLC JOB NO: 0728-16 Now or Formerly I �� ! TYP J Z `' _ Y w I 1.2 PROPERTY ADDRESS-635 ELMIRA ROAD(NYS RT. 13) SCALE: 1��=30' Property of I I O ---------- Town of Ithaca z 9 R=3' R=25' / o LTIJ /Q=10' O P p R=10' Y 1 I TOWN OF ITHACA, 14850 Instrument Number 556791-001 Headstones� o ` - F TYP. N 1 Now or Formerly v N M ® ® ® ® I m m o Property of 1.3 TAX ACCOUNT-35.0-1-21 DRAWN: AMF Tax Parcel No. 35.-1-20 ^ TURN O 'a :a,. I I 9 24' ow X T Bryan T.Poole-DiSalvo AROUND AREA 28' `O A �' I I cn N Instrument Number2014-0123 2. ZONING REGULATIONS: DESIGNED: AMF Ref. Map No. 4 ` Y - o :.... .. .< ..'. G - ' T cn DATE: 05/05/16 Tax Parcel No. 35.-1 22 2.1 ZONING DISTRICT-NEIGHBORHOOD COMMERCIAL WITH INLET VALLEY OVERLAY DISTRICT �8�° O�tiG, SAD Og 2.9' 5.6' T 5.7 5 84.6' X Ref.Map Nos. 2 and 5 REVISIONS 213.3 , , 4 7 5 5 2.2 CODE REQUIREMENTS- DATE BY REVISION Shed �0'/r MAIN ENTRANCE & PROPERTY LINE REQUIRED PROPOSED VARIANCEREQ'D? 1/12/18 AF REVISED PER IFDCOORD. E a L Now or Formerly J LOADING/UNLOADING Property of 5.5' D TYP PARKING PROPOSED Thomas L.McGuire and Mary D.McGuire X SPACE SIZE 180 SF 9'xl8'(162 SF) ' � q as L o COMFORT INN HOTEL Instrument Number 468462-001 3/01/18 AF REVISED PER BOLTON POINT NUMBER OF SPACES COMMENTS Tax Parcel No.35.-1-21 L S STANDARD SPACES 64 63 2/04/20 AF REVISED PER BUILDING END MECHAN/CAL ROOM 3 STORY I ADA ACCESSIBLE SPACES 3 4 NO FOOTPRINT UPDATE FENCE ° RE.' PLUMBING 67 ROOMS Ref.Map Nos. 1 and 3 A � TOTAL 67(1 PER ROOM) 67 NO e IV 3/25/20 AF MISC.REVISIONS ±37,210 SF TOTAL �O Q D °o o,° X a (FFE=446.7±) Contains:2.197Acres �) BICYCLE PARKING 15 15 NO V W �o .� CHAMFER, TYP. L 95,707±Sq.Ft.or 4/20/20 AF PLAN UPDATES FOR PHASED DEMOLITION L g SETBACKS(BUILDING) \ K FRONT(MAIN BUILDING) 30' ±81.3' NO 6/03/21 AF ZBA RESUBMITTAL e F W FRONT(PORTE COCHERE) 30' ±43.0' NO X 8gs2, + N ____ END FENCE AT SIDE 20' ±82.7' NO 4/3/23 AF SKETCH PLAN SUBMITTAL a.¢�Q �'.: o ----- BUILDING REAR(MAIN BUILDING) 40' ±62.1' NO '° 6 - = H REAR(GAZEBO) 40' ±56.0' NO 7/26/23 AF TOWN SUBMITTAL S>3° ' a a -- ----======-- _== END RAIL 0�3) '.7 X "^ ?` ,� V W AT BUILDING SETBACKS(PARKING) AB O 40 RJR PARKING IN FRONT YARD NOT ALLOWED YES YES" COPYRIGHT 2023 MARATHON ENG. No�roperty of or Formerly O W i� AB END FENCE AT gU1LD) ACK 6, u� FRONT YARD SETBACK 20' 2' YES** Hazel S. Cortright END FENCE AT GAZEBO RA/LING � Liber 360-Page 564 DUMPSTER ENCLOSURE O SIDE YARD 10' ±14' NO OG INL y�, O ® NEW BUILDING Al Tax Parcel No. 35.4-18 \ / HEIGHT 40' ±49'-9" YES** APPROXIMATE TOP OF BUILDING COVERAGE 30%(MAX) 12% NO TyO A I PE LOCATION p. GREENSPACE 30%MIN. ±55% NO 'V / MAXIMUM NUMBER OF HOTEL ROOMS 60 67 YES" SFO A O. 086648 INTERIOR PARKING LANDSCAPING NA NO %FESSIONP `�.ah�bRso 3. PARCEL STATISTICS: ARAM M. FISHEL s err .X Now or Formerly Property of 3.1 PARCEL AREA-±2.2 ACRES The People of the State of New York oo Liber 891-Page 234 3.2 EXISTING CONDITIONS: COMMERCIAL USE o, Tax Parcel No. 35.4-5.2 3.3 PROPOSED CONDITIONS: 3-STORY, 67 ROOM HOTEL WITH INDOOR SWIMMING POOL AND DRAWING TITLE: DETACHED GAZEBO REQUIRES WAIVER APPROVAL BY PLANNING BOARD. Site V i to Plan REQUIRES AREA VARIANCE APPROVAL BY ZONING BOARD OF APPEALS. " PARKING AREAS HAVING EQUAL TO OR GREATER THAN 10 SPACES SHALL PROVIDE A LANDSCAPE ISLAND GREATER OR EQUAL TO 9'WIDE AND EXTENDING FULL DEPTH OF ROW Comfort 3.4 FLOOD ZONE DESIGNATION: ZONE C-AREAS OF MINIMAL FLOODING INN & SUITES ZONE A -AREAS DETERMINED TO HAVE A BASE FLOOD REFERENCES ELEVATION(BFE)=417(NGVD 29) 3 of 21 INFORMATION TAKEN FROM AVAILABLE FIRM MAP HAVING SHEET No: 1. EXISTING PARCEL BOUNDARY INFORMATION TAKEN FROM SURVEY TITLED"ALTA/ACSM LAND TITLE COMMUNITY-PANEL NUMBER:3608510017 C C-2 . 0 SURVEY LANDS OF THOMAS L. MGGUIRE AND MARY D. McGUIRE TAX PARCEL No. 35-1-21"PREPARED BY 0728-16 THEW ASSOCIATES LAND SURVEYORS DATED 4/15/16. JOB No. DRAWING No: 0 0 30 60 r EARTHWORK 1. GEOTECHNICAL ENGINEERING REPORT-THE CONTRACTOR SHALL REFER TO THE FOLLOWING SCALE M44MT ON INVESTIGATIONS AND REPORTS PREPARED BY EMPIRE GEO SERVICES, INC.WITH REGARDS TO EXISTING SOIL CONDITIONS, EARTHWORK, PAVEMENT, DEWATERING, ETC CONSTRUCTION RECOMMENDATIONS. ENGINEERING GEOTECHNICAL ENGINEERING EVALUATION DATED APRIL 12,2016. SUPPLEMENTAL INFILTRATION TESTING REPORT DATED JUNE 22,2016. ROCHESTER LOCATION 39 CASCADE DRIVE 2. PREPARATION -PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE R O C H E S T E R, NY 1 4 6 1 4 FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: 5 8 5 - 4 5 8 - 7 7 7 0 SITE DEMOLITION-REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER;STRUCTURES, UTILITIES, ITHACA LOCATION PAVEMENTS, ETC. 840 HANSHAW RD, STE 6 CLEARING AND GRUBBING-REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER;TREES, BRUSH, ITHACA , NY 1 4 8 5 0 STUMPS, ETC. 6 0 7 - 2 4 1 - 2 9 1 7 TOPSOIL STRIPPING-STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED www.marathoneng.com FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY. 3. RESPONSIBILITY-THE CONTRACTOR IS RESPONSIBLE FOR: ESTIMATE-COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL,AND TOPSOIL. Ise COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. GRADE TOLERANCES-ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT O (0.10')IN PAVEMENT AREAS(INCLUDING WALKS)AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT(0.33') 0 FOR ALL REMAINING AREAS. COMPACTION -ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS"FILL"AND EMBANKMENT"ARE INTERCHANGEABLE. Cn uj CUTS-ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE Z THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER TOM U- DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE O IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION L1J MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE uj F_ CONTRACT. UJ � Q 4. TESTING -THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED W PROCTOR METHOD ASTM D-1557: 95%UNDER PAVEMENTS,WALKS,AND IN STRUCTURAL FILL AREAS LOCATION SKETCH O 85%IN REMAINING AREAS z O THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND N.T.S. RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. 5. LIFT THICKNESS-UNLESS OTHERWISE RECOMMENDED IN THE AFOREMENTIONED GEOTECHNICAL INVESTIGATION, EROSION CONTROL (PHASE 1) THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS,WALKS,AND STRUCTURAL FILLS SHALL BE 12 INCHES, HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. 1. CERTIFICATION -THE BASIC STORM WATER POLLUTION PREVENTION PLAN(BASIC SWPPP),WHICH INCLUDES THE >0 "GRADING PLAN","EROSION CONTROL PLAN","EROSION CONTROL NOTES",ALONG WITH THE"DRAINAGE REPORT", z 6. PROOF ROLLING-THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL(I.E. LOADED TEN WHEELER) DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION z OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT"FAIL"SHALL BE REMOVED AND (NYSDEC)PHASE II STORM WATER REGULATIONS. O REPLACED TO ACHIEVE A PASSING SUBGRADE. PROOF ROLLING AND OVER-EXCAVATION OF UNSUITABLE MATERIAL STABIL/ZED CONSTRUCTION ENTRANCE STAB/L/ZED CONSTRUCTION ENTRANCE U SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL EVALUATION. THE CONTRACTOR TO RE-USE EXISTING THE CONTRACTOR TO RE-USE EXISTING GRAVEL 2. CONTRACTOR RESPONSIBILITY-ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE ASPHALT/GRAVEL DRIVEWAY AND SWEEP THE DRIVEWAY AND SWEEP THE PUBLIC ROAD DAILY. Q PUBLIC ROAD DAILY. IF TRACK OUT BECOMES IF TRACK OUT BECOMES AN ISSUE THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 0 z 0 AN ISSUE THE CONTRACTOR SHALL INSTALL A CONTRACTOR SHALL INSTALL A STABILIZED L6 STABILIZED CONSTRUCTION ENTRANCE/EXIT FOR CONSTRUCTION ENTRANCE/EXIT FOR ALL SITE 3. INSPECTION -EROSION CONTROL(EC)MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ALL SITE ACCESS NEEDS. RE.- DETAIL 6106.0 ACCESS NEEDS. RE. DETAIL 6106.0 ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC,AND OWNER'S 44� REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE A4a MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS(LE...ADDITIONAL SILT FENCE,COLLARS, FABRICS, ETC.)SHALL BE SEED & MULCH GRAVEL MULCH INSTALLED AS WARRANTED BY FIELD CONDITIONS,AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. O EXISTING DRIVEWAY NOT TO 446 PLACE WITHIN O s s BE USED DURING DEMOLITION s s ENTIRE DEMOLISHED s 4. NOTIFICATION -AS DESIGN ENGINEER,OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS ACTIVITIES BUILDING FOOTPRINT d UNDER GP-0-15-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF ��aQ ho INTENT(NOI)AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) �6 P A LICENSED PROFESSIONAL COMPLETE A WEEKLY Lu um Inv. 434.70 8"PVC Inv. 438.85' 10"Steel Force main - - - - - - - - - - - - - - - - - - - - _ 10"Steel Force Main - lnv.432.30_6 Inv_43o_ - _ - - - - _ _ _ INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). .... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ = Inv.438.30 - - - - - - - - - - - - �1r'Pvc N T E . - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - dip c°�rd wX o w ___x_ w S- w 5. PRE-CONSTRUCTION -THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION wv DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. A PRE-CONSTRUCTION W w w ��2'd�O'� 04 O p F �0%• "do P �T MEETING WITH THE TOWN OF ITHACA SHALL OCCUR PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. o q0 a w cn 6. TOPSOIL-UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION,STOCKPILES SHALL BE STABILIZED IN U ti ACCORDANCE TO NYSDEC REGULATIONS. 446 Site Bench ark No.2 Q Elevatio :447.52 7. SLOPES-UPON COMPLETION OF GRADING,SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET L site Bend HORIZONTAL(1 ON 3)OR GREATER SHALL BE: TOPSOILED,SEEDED, FERTILIZED AND STABILIZED WITH A ROLLED evatiom 446.11 444 EROSION CONTROL BLANKET(ECB). ECB SHALL BE NORTH AMERICAN GREEN-BIONET PRODUCT#S150BN OR L_ t39 \ e= c \\ s e nN' APPROVED EQUAL. Cc O '9 \I\I y I/ Landscape Area Split Rail Fence 445 o 7 with Timber Curb p o e L 7 OHU i / ecP' 8. DUST-THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE,AS CONDITIONS WARRANT,TO CONTROL 35 qy x 446 �O WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS,CUT AND FILL OPERATIONS,SUB-BASE AND ANY 435 �v�O Timbe k O X T�gg x \ OTHER EXPOSED SURFACES. O 434 9 yT 447 / p �� 433 Edge of �> p> r 43B 9. OPERATION & MAINTENANCE-THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING O Bob O dL O> cQ s' 7.' j67'20'' fro FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE O O Q Q 7 t°i o o m a �co /ll. 432 7 7 * \ oc.°r ra�'s I O> °s o % TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE,THE SILTATION FACILITIES SHALL BE RE-EXCAVATED n h o� . . . . . . . . 5z� 9 �� y T 8 WHEN THE VOLUME(3600 CUBIC FEET/DISTURBED ACRE)IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED `jai I ?920' n . .1s9 ^ CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. O> \ Slate ' 431 ��. ��. . Story JOB'��Lti '�� JOB NO: 0728-16 O \ .w ✓ Masonry'and pbg`o.4hr, .,1� ', ��D 10. WORK STOPPAGE-ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 21 DAYS MUST BE SEEDED WITHIN ��- H d C 7 ¢I Wood Frame / \ R ��.. . .�g � O � 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. SCALE: 1 -3O O� \ " / ✓ 's /� F �`' 11. SEQUENCE-THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE DRAWN: RLJ 635EImiraRoadm j., l/. �//// , �� ., . . \� No On-site Parking Spa es 090700 /R 3s:9o' UNLESS AUTHORIZED OTHERWISE AT PRE DESIGNED: AMF °s Poreh X x X T eofG Porch o� k °o PHASE I: o° - _ _ _ fs CONTRACTOR SHALL DENOTE THE LOCATION OF EQUIPMENT STORAGE/LAYDOWN,JOB TRAILERS, PORTA-POTTY,WASTE DATE: 04/20/20 p.�. �oo� RECEPTACLES, ETC. ON THE CONSTRUCTION DRAWINGS PRIOR TO THE START OF WORK. CONTRACTOR SHALL LIMIT THE 4 °o °� LOCATION OF ALL CONSTRUCTION PARKING, LAYDOWN,STORAGE,STAGING, ETC.AREAS TO THE SUBJECT PROPERTY. IF REVISIONS 41 x. ! OFFSITE AREAS ARE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPROPRIATE EASEMENTS FROM �/. . . . . . . . . . .jA slat DATE BY I REVISION > RESPECTIVE LAND OWNERS AND APPROVALS FROM THE TOWN OF ITHACA AND/OR NYSDOT PRIOR TO THE USE OF THESE �• -�--�6 Stg) ��' �`3� OFFSITE AREAS. PLANNING BOARD SUBMITTAL wo O O co- O / PROTECT EXISTING VEGETATION AND ENVIRONMENTAL FEATURES TO REMAIN. 2/17/23 AF \ °s INSTALL PERIMETER SEDIMENT CONTROLS. y�8 \ 445 / o l/ _ INSTALL STABILIZED CONSTRUCTION ENTRANCE. 7/26/23 AF TOWN SUBMITTAL 3a.zo' J COMMENCE PROPOSED DEMOLITION. FILL ANY EXCAVATED AREAS ACCORDING TO THE EARTHWORK NOTES. 0 ' G%�soGo4s \ \ o�000 o Yss o 2�e\ ^NCO STABILIZE DISTURBED AREAS ACCORDING TO THE PLANS. '43 k� mo.oiP m�_8-- shP n �d9 aye 425 N �`��s OP QPo�2 �G�Gs OPcoGo" p \ \ o oe EROSION CONTROL LEGEND HpE 420 442 �08 °s cQoo STABILIZED CONSTRUCTION ENTRANCE/EXIT Q 443 415 414 Q X O �o A A Shed w 2'do� '7 GRAVEL MULCH, RE: DETAIL 3/C3.0 % o�Roof Height Wooden 29.$0'% 3 � peck 11.9 ' 3 g0o \ kq1 ca' Porch' �� SILT FENCE 41 Q2s 440 COPYRIGHT©2023 MARATHON ENG. Q2O\� co OF NEW ¢rs �P� �CKINLEy,�.✓ �� ° ° R SEED & MULCH C/' - � ♦E3 p Z 435 GRAVEL MULCH SEED MIX SHALL BE TOWN&COUNTRY SEED MIX A 4�? ifp AS MANUFACTURED BY CROSSMAN SEED CORPORATION. _ I V 436 43 / SEED MIX SHALL CONSIST OF: 30%CREEPING RED FESCUE SF N0. 086648 20%GATOR 3 PERENNIAL RYEGRASS O AROF P� p8 SEED & MULCH 20%ALL STAR 3 PERENNIAL RYEGRASS ESS04 - STABILIZE ALL OTHER AREAS / 20%KEYSTONE 2 PERENNIAL RYEGRASS - 4L0 DISTURBED DURING STRUCTURE 10%KENTUCKY BLUEGRASS 98/85 ADAM M. FISHEL DEMOLITION WITH SEED & MULCH SEEDING RATE SHALL BE 6LBS./1000 S.F.OF PURE LIVE SEED. 410 k166 - MULCH:SHALL BE STRAW APPLIED AT 2 TONS/ACRE � k16 ``� SILT FENCE WS PLACE AT TOP OF SLOPE UPON REMOVAL OF DECK & SHED DRAWING TITLE: Grading, Drainage 3" MIN. LAYER CLEAN, WASHED, CRUSHED 410 I GRAVEL (26 OR 3A - 1-1/2") & Erosion Control � I SUITABLE SUBGRADE Plan 1 of 3 REFERENCES GRAVEL MULCH 4of21 1 1. EXISTING PARCEL BOUNDARY INFORMATION TAKEN FROM SURVEY TITLED"ALTA/ACSM LAND TITLE SHEET No: C3 . 0 SURVEY LANDS OF THOMAS L. McGUIRE AND MARY D. McGUIRE TAX PARCEL No. 35-1-21"PREPARED BY 0728-16 THEW ASSOCIATES LAND SURVEYORS DATED 3/21/16. JOB No: DRAWING No: 0 0 30 60 r EARTHWORK: 1. REFER TO SHEET C3.0 FOR EARTHWORK NOTES. SCALE M44M T ON SEED AND MULCH: ENGINEERING ROCHESTER LOCATION 1. REFER TO SHEET C3.0 FOR SEED AND MULCH NOTES. 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA , NY 1 4850 6 0 7 - 2 4 1 - 2 9 1 7 www.marathoneng.com 0 Ise O M w r U- t� J W uj o Z W a � LOCATION SKETCH O N.T.S. � O EROSION CONTROL (PHASE 11) cr) >_ Z > F___ 1. CERTIFICATION -THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP),WHICH INCLUDES THE"GRADING uj Z 2-7 � PLAN","EROSION CONTROL PLAN","EROSION CONTROL NOTES",ALONG WITH THE"DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION(NYSDEC) O PHASE II STORM WATER REGULATIONS. z z U 2. CONTRACTOR RESPONSIBILITY-ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE Q Q z C SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. OLLM 44 3. INSPECTION -EROSION CONTROL(EC)MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR � O 44$ 441 ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC,AND OWNER'S O REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE 0 EL/M/RA ROAD MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT uj OFFS/TE IMPROVEMENTS 446 RIGHT-OF-WAY SPECIFICALLY SHOWN ON CONTRACT DRAWINGS(LE...ADDITIONAL SILT FENCE, COLLARS, FABRICS, ETC.)SHALL BE � O REFER TO SHEETS C7.0 FOR ALL INSTALLED AS WARRANTED BY FIELD CONDITIONS,AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. ��Fs°ter WORK WITHIN NYSDOT RIGHT OF WAY, TYP. 6 d2, 4. NOTIFICATION -AS DESIGN ENGINEER,OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS uj UNDER GP-0-20-001. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT ms _ _ 8' Inv. 434.A 8"PVC Inv. 438.85 - - - -10"SteelForceMain- - - Inv.432. 0 6 Iiv.430.70 (NOI)AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM(SPDES)GENERAL um - - - - - - - - - - 12"PVC 10"Steel Force Main - -_ - _ ______ _ ___- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - AT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION - - - - Inv.438.30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - 171_1 (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). - - - - - - - - - - - - - - - - - - - - - - q� r� s W--� W � -� w T E . LJ T d�. tiY0 W I Lu W W W ��d °oh J o° I 5. PRE-CONSTRUCTION -THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION °t °o� o'°• �' I DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. APRE-CONSTRUCTION CONSTRUCT/ON LAYDOWN�STAG/NG AREA STAB/L/ZED CONSTRUCTION ENTR4NCE 44 ARs �s's, �5'� g�`2 / I �Ai MEETING WITH THE TOWN OF ITHACA SHALL OCCUR PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. CONSTRUCTION SITE EOUIPMENT STORAGE/LAYDOWN, JOB TRAILER(S) RE-.' DETAIL 6/C6.0 I U PORTA-POTY, WASTE RECEPTACLES, ETC. APPROXIMATE SIZE AND EXTEND FULL WIDTH OF PROPOSED I 6. TOPSOIL-UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION,STOCKPILES SHALL BE STABILIZED IN Q LOCATION SHOWN. CONTRACTOR /S RESPONSIBLE FOR CONFIRMING DRIVEWAY 446 Site Bence ACCORDANCE TO NYSDEC REGULATIONS. Ln SIZE AND LOCAT/ON OF STOCKPILE(S) AND SHALL LIMIT THE LOCATION Elevation:447.52 OF ALL CONSTRUCT/ON PARKING, LAYDOWN, STORAGE AND STAGING, ------ ------- I - Site Ben ark No.1 -I 7. SLOPES-UPON COMPLETION OF GRADING,SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET ETC. AREAS TO THE SUBJECT PROPERTY /F OFFS/TE AREAS ARE evatio :446.11 444 HORIZONTAL(1 ON 3)OR GREATER SHALL BE: TOPSOILED,SEEDED, FERTILIZED AND STABILIZED WITH A ROLLED U9 REQU/RED, THE CONTRACTOR /S RESPONSIBLE FOR SECURING APPROPRIATE- 7 i J EASEMENTS AND APPROVALS FROM THE TOWN OF ITHACA AND/OR e Fs --- _ 445 / ors / EROSION CONTROL BLANKET(ECB). ECB SHALL BE NORTH AMERICAN GREEN-BIONET PRODUCT#S150BN OR NYSDOT PR/OR TO THE USE OF THESE OFFS/TE AREAS. a�P, APPROVED EQUAL. /- ' / 35 \� L--- ________ _- _____ _______ _________________�� O �� $. DUST-THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE,AS CONDITIONS WARRANT,TO CONTROL O 435 � a - r 447 R WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS,CUT AND FILL OPERATIONS,SUB-BASE AND ANY �- TOPSO/L STOCKP/LE ` - - - ------ - -- Q OTHER EXPOSED SURFACES. F..I ENCIRCLE PILE WITH SILT FENCE AND STAB1117E J 1 p p o7 p o sd�ra°Af 43$ MATERNAL /N ACCORDANCE WITH THE SWPPP. / O O p s'-.7 7 ° 9. OPERATION & MAINTENANCE-THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING CONTRACTOR /S RESPONSIBLE FOR CONFIRMING O Q7 I\ Q 7 7 7 I O °°4 s°, hP 7 '7 p m Q ra'Orh FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE SIZE AND LOCAT/ON OF STOCKPILE(,-) AND / u�p p 0 o DENOTING ON THE GRADING, DRAINAGE AND EROSION '� TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE,THE SILTATION FACILITIES SHALL BE RE-EXCAVATED _ I � ° CONTROL PLANS KEPT ON SITE PR/OR TO THE p7 \ s / p� WHEN THE VOLUME(3600 CUBIC FEET/DISTURBED ACRE)IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED START OF CONSTRUCT/ON. °°� CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. JOB NO: 0728-1 6 \ r I r 10. WORK STOPPAGE-ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 21 DAYS MUST BE SEEDED WITHIN SCALE: 1��=30' S/LT FENCE \ I I I I RE' DETAIL 3/C6.0 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. DRAWN: AMF 07 I - -� r � I I / 11. TEMPORARY STABILIZATION -TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ACRE OF DESIGNED: AMF SOIL TYPE I \ I DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED. - t- I BOUNDARY I I DATE: 03/31/16 TYP I \ 441 I I 12. WINTER STABILIZATION -ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS'BLUE BOOK'SHALL BE REVISIONS UNDERGROUND I li - -1 p / UNDERGROUND FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH-APRIL 1ST. DETENTION FACILITY DETENTION FACILITY DATE BY REVISION CONTRACTOR TO RESTRICT I _--------�L 7 L a - - I _ 446 I 7 CONTRACTOR TO RESTRICT 13. SUBSOIL RESTORATION-ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5(5.1.6)OF r _ --'r- HEAVY EOUIPMENT FROM THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE TABLE 5.3-SOIL 6/21/17 AF REVISED PER TOWN&NYDOT o HEAVY EOUIPMENT FROM O \ p oo p -� _ J (T ABLE DR/�/NG/TRACK/NG OVER OR/�/NG/TRACK/NG OVER RESTORATION REQUIREMENTS)SHOWN ON THE PLANS.THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP_AND COMMENTS THE FACILITY, RE. C3.1 445 - J THE FACILITY, RE. C3.1 SHALL BE RESTORED AS SPECIFIED. �8 1 \ O //I 3/01/18 AF REVISED PER BOLTON POINT 7 \ vs d I 7 �h/ COMMENTS Z, I s'yeo� / �// 14. SEQUENCE-THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE 2/04/20 AF REVISED PER BUILDING 430 I 7°s cs 3° �r�•^t�' UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING: FOOTPRINT UPDATE moo.. 2 \ / PHASE II: °teP .8 \ -J CONTRACTOR SHALL DENOTE THE LOCATION OF EQUIPMENT STORAGE/LAYDOWN,JOB TRAILERS, PORTA-POTTY,WASTE 3/25/20 AF 425 �O°c p �9°4 �P�.'8'- \ RECEPTACLES, ETC. ON THE CONSTRUCTION DRAWINGS PRIOR TO THE START OF WORK. CONTRACTOR SHALL LIMIT THE MISC.REVISIONS SILT FENCE a RE. DETAIL 3 C6.0 s OP oP`O2 s °oc C' LOCATION OF ALL CONSTRUCTION PARKING, LAYDOWN,STORAGE,STAGING, ETC.AREAS TO THE SUBJECT PROPERTY. IF O / I 42 `° O °° OP '2 s OP 20 I 7 4/20/20 AF PLAN UPDATES FOR PHASED DEMOLITION H E 20 4 OFFSITE AREAS ARE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPROPRIATE EASEMENTS FROM p 4 6 (DOUBLE ROW) °o °° Go /416• I °cs °s � °s 3 RESPECTIVE LAND OWNERS AND APPROVALS FROM THE TOWN OF ITHACA AND/OR NYSDOT PRIOR TO THE USE OF THESE zBAREsuBMITTAL _ Q �- � 44 OFFSITE AREAS. 6/03/21 AF 415 4 SrQ --__r --- �2„ r a - °% PROTECT EXISTING VEGETATION AND ENVIRONMENTAL FEATURES TO REMAIN. 41 O BUILDING FOOTPRINT , �P I - - - - - - - - °O'o 7 INSTALL PERIMETER SEDIMENT CONTROLS. 2/17/23 AF PLANNING BOARD SUBMITTAL A. DISTURBANCE SUMMARY: TYP. ---------- INSTALL STABILIZED CONSTRUCTION ENTRANCE. ONSITE DISTURBED:±1.80 ACRES 3 +1 PROTECT VEGETATION TO REMAIN. 7/26/23 AF TOWN SUBMITTAL OFFSITE DISTURBED:±0.10 ACRES g3 kq1 �� COMPLETE CLEARING AND GRUBBING. TOTAL DISTURBED:±1.9 ACRES 413 A p 44� �/ S/LT FENCE STRIP TOPSOIL AND PLACE EROSION CONTROL MEASURES AROUND ALL TOPSOIL STOCKPILES. CONTRACTOR TO DENOTE COPYRIGHT(92023 MARATHON ENG. TOTAL UNDISTURBED:±0.40 ACRES �S LOCATION OF STOCKPILE(S)ON THE CONSTRUCTION DRAWINGS. A RE.' DETAIL 3/C6.0 p TOTAL PROJECT AREA:±2.3 ACRES INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROLS ACCORDING TO PLAN. 2p o (DOUBLE ROW) w GRADE SITE. OF NEVI/ EXISTING IMPERVIOUS:±0.60 ACRES g76 THE CONTRACTOR SHALL PROTECT THE FOOTPRINT OF THE TWO (2) UNDERGROUND STORMWATER DETENTION �PF' �GKINLEy77 �o� FACILITIES FROM HEAVY TRAFFIC TO THE MAXIMUM EXTENT PRACTICAL SO TO NOT OVER-COMPACT THE FLOOR AND EXISTING PERVIOUS:±1.30 ACRES Q�g A REDUCE INFILTRATIVE CAPACITY OF THE FACILITIES. THE CONTRACTOR SHALL NOT ROUGH GRADE THE SITE WITHIN T OF PROPOSED IMPERVIOUS:±1.20 ACRES g' O THE BOTTOM OF EACH OF THE UNDERGROUND STORMWATER MANAGEMENT FACILITIES UNTIL THE INFILTRATION BASIN PROPOSED PERVIOUS:±0.70 ACRES � 7 435 IS READY FOR CONSTRUCTION. w-� N STABILIZE DENUDED AREAS AND STOCKPILES WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY IN EACH AREA. _ INSTALL/PLACE CONCRETE WASHOUT AREA(S). CONTRACTOR TO DENOTE LOCATION OF CONCRETE WASHOUT AREA(S) STONE OUTLET PROTECTION ON THE CONSTRUCTION DRAWINGS. N0. 086648 C� FO k� THE CONTRACTOR SHALL PLACE STONE FROM THE TOP INSTALL UTILITIES./ - AROF P� - _ 40g OF THE SLOPE, DOWN TO THE BASE. ALL SOIL DISTURBED APPLY STONE TO ROADS AND PARKING AREAS./ COMPLETE GRADING AND CONSTRUCTION OF PERMANENT STORMWATER UNDERGROUND DETENTION FACILITIES, ESSION SILT FENCE �� SHALL BE STAB/L/ZED WITH EROS/ON CONTROL BLANKETS (ECB) AS NOTED ON THIS PLAN THE SAME DAY AS SOIL DISTURBANCES STABILIZE SIDE SLOPES, ETC. FINAL EXCAVATION TO THE FINISHED SUBGRADE ELEVATION OF THE FACILITIES SHOULD BE RE. DETAIL 3/C6.0 OCCUR. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS DEFERRED UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED OR PROTECTED. IT IS CRITICAL THAT ADEQUATE INLET ADAM M. FISHEL EXIST/NG FLOOD PLAIN (DOUBLE ROW) PROTECTION BE PROVIDED AT ALL DRAINAGE INLETS, MANHOLES, ETC. WHICH COLLECT AND DIVERT RUNOFF TO THE RE_- FEMA PANEL FOR BASED 6 REQU/RED. UNDERGROUND DETENTION FACILITIES TO PREVENT SEDIMENT ACCUMULATION WITHIN THESE PRACTICES. THE FLOOD ELEVATION (BFE) 410 d16' UNDERGROUND DETENTION FACILITIES SHALL NOT BE USED AS TEMPORARY SEDIMENT TRAPPING DEVICES. PLACEMENT OF FILL BELOW k15 �F ONCE ALL AREAS DRAINING TO BIORETENTION AREA(S) HAVE ACHIEVED FINAL STABILIZATION, CONSTRUCT WS BFE SHALL NOT OCCUR. BIORETENTION AREA(S). NSTIALLPERMANENTSEEDING FPLETE GRADING, REAPPLY OERTIOIL,AND LIZERANDE�FOCH SOIL RESTORATION. DRAWING TITLE: STONE OUTLET PROTECTION COMPLETE FINAL PAVING. THE CONTRACTOR SHALL PLACE STONE FROM THE TOP REMOVE ACCUMULATED SEDIMENT FROM BIORETENTION AREA(S), STORMWATER DETENTION FACILITIES, STORM Grading, Drainage OF THE SLOPE, DOWN TO THE BASE. ALL SOIL DISTURBED S/TE OUTFALL LOCy4T/ON. SEWERS,STORM STRUCTURES, ETC.SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS (ECB) THE SITE DRAINS TO FEDERALLY REMOVE ALL TEMPORARY SEDIMENT CONTROL PRODUCTS AFTER SOILS ARE STABILIZED. & Erosion Control Comfort AS NOTED ON THIS PLAN THE SAME DAY AS SOIL DISTURBANCES JURISDICTIONAL WETLANDS LOCATED OCCUR. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS EAST OF THE SUBJECT PROPERTY. Plan 2 of 3 REQUIRED. THESE WETLANDS THEN DRAIN TO INN & SUITES LICK BROOK WHICH UL T/MATEL Y DISCHARGES TO THE CAYUGA LAKE INLET. ALONG ENT/RE NORTHERN, 5 of 21 EASTERN AND SOUTHERN PRO✓ECT REFERENCES I LIMITS. 1. No: C-3 . 1 1. EXISTING PARCEL BOUNDARY INFORMATION TAKEN FROM SURVEY TITLED"ALTA/ACSM LAND TITLE SURVEY LANDS OF THOMAS L. McGUIRE AND MARY D. McGUIRE TAX PARCEL No. 35-1-21"PREPARED BY 0728-16 THEW ASSOCIATES LAND SURVEYORS DATED 3/21/16. JOB No: DRAWING No: 0 30 60 r EARTHWORK: SCALE T ON 1. REFER TO SHEET C3.0 FOR EARTHWORK NOTES. M4M4 SEED AND MULCH: ENGINEERING ROCHESTER LOCATION 1. REFER TO SHEET C3.0 FOR SEED AND MULCH NOTES. 39 CASCADE D R I V E ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 EROSION CONTROL (PHASE 11): ITHACA LOCATION 840 HANSHAW RD, STE 6 1. REFER TO SHEET C3.1 FOR PHASE II EROSION CONTROL NOTES. ITHACA , NY 14 85 0 6 0 7 - 2 4 1 - 2 9 1 7 www.marathoneng.com 0 � O M w U- !� J W ui z Lua � ~ LOCATION SKETCH =01 O N.T.S. no O C Z W Z 2-7 Z z C) „�-- ii C) 2)STAB/L/ZED CONSTRUCTION EN7R4NCE O � RE. DETAIL 6/C6.0 49 EXTEND FULL WIDTH OF PROPOSED 448 441 O O DRIVEWAY OFFS/TE IMPROVEMENTS ELIMIRA ROAD W REFER TO SHEETS C7.0 FOR ALL 446 RIGHT-OF-WAY WORK WITHIN NYSDOT RIGHT OF WAY, TY10 h�sd O Q� s� > O �i°L W ------ ---°r 2' °'4- 4' Inv 434.70 8"PVC Inv. 438.85� 10"Steel Force Main - - - - - - - - - - - Inv.432.10 I v.430.70 12"PVC um 10"Steel Force Main _ _ - - _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - _ = Inv.438.30 - - 11 - - - - - - - - - - -- - - - w w IN V Q w �7'A;°2�a w I I W Y do I - W - w dd �I I i i �� STORMWA1ZrR L 1 J /�I / Q „ I I ° MANAGEMENT FACILITY Q�s Qk, Q_ I IEEE 5r-7 O hN +� B/ORETENT/ON #3 B/ORETENT/ON AREA Al I 01 STORMWATER EMERGENCY SPILLWAY I /w W o \ MANAGEMENT FACILITY I RE. DETAIL 4/C6.0 RE.' DETAIL 7/C6.0 I r/ V U Oy B/ORETENT/ON AREA #2 B/ORETENT/ON #2 1 446 Site Benchmark No.2 EMERGENCY SPILLWAY RE' DETAIL 4/C6.0 DA-6 Fip�at- DA 4 C-I_ ------- -------- DA-5 --i I RE.' DETAIL 7/C6 0 j j Site Benc ark N71 TC=445.39 TP=445.59 TC=445.63, I I Ln vatio :446.11 BC=445.39 BC=445.63 444 ' I I nN LL (39 -, II J 445, •r OHI 2-7 35 TP=445.42 \ --- --------- - - - - 4 ---- -- �O ------ aa3s Q 3sF ' TC=445.21 ------- o� O 435 w� U� STORMWATER BC=445.21 -- ---- -------- 438 434 433 \ MANAGEMENT FACILITY --- -- -------- -- \ B/ORETENT/ON #1 �� TC=445.i ____ TC=446.1 I TC=445.40 • TC=445.00 TC=445.8 TC=445.00 TC-445.85 RE.• DETAIL 4/C6.0 �� kh BC=445.1 BC=445.6 BC=445.40 BC=445.00 BC=445.3 BC=445.00 BC=445.35 432 w TC-445.8 TC=445.00 TC=445.0 TC=444.5 BC=445.3 BC=445.00 - BC=445.00 B =444.5 �Z TC=445.95 1 I I I 1\ � BC=445.45 M 431 _ TC=446.10 TC=446.64 TC=445.74 TC=446.13 TC=445.4 BC=445.60 I BC=446.14 BC=445.24 DA-3 BC=445.63 / BC=445.9 TC=445.38 TC= 5. / co JOB N O: 0728-16 BC=445.8810 BC 445 8 DA_2 SCALE: 1"-30' TC=446.10 \ - I I I BC=445.60 �� TC=446.10 TC=446 30 BC=445.60 TC=44 .10 2.' /�1 SLOPE w ECB DRAWN- AM F 446.10 x I BC=445.60 TC= BC=445 0 - 8C=445.60 ■ ® ® ® TC=446.40 TC=446.40 o H V TC=446.30 TC=446. 8 - 0 ° ED. AMF BC=445.80 BC-446. 8 BC-445.9 = SOIL TYPE BOUNDARY DATE: 03/31/16 TYP. v TC=446.40 TC=446.40 TC=446.40 TC=446.40 TC=446.40 TC=446.00 BC=445.90 BC=445.90 `' ° .f BC=445.90 BC=445.90 BC=445.90 REVISIONS BC=445.50 ° Li g�9 UNDERGROUND ° Q ( C6.5) �o DATE BY REVISION \ TC=446.40 (k W \ FACILITY f 1 TC=446.5 446.7 446.7 446.7 - 44g•7 BC=445.90 REVISED PER BOLTON POINT �\ E: C6.5) BC=446.0 I 446.7 D 6.1A DA 3.4 - 4 1 3/01/18 AF COMMENTS ��// 2� 1 •d° I o 4� REVISED PER TOWN COMMENTS B/ORETENT/ON AREA if1 �ti 4/03/18 AF EMERGENCY SPILLWAY - PROPOSED �, 0 RE' DETAIL 7/C6.01 `Iv 2/04/20 AF REVISED PER BUILDING 43 ° MECHAN/CAL ROOM COMFORT INN H TEL DA_3.2' . D� ��.�0��.�'' TC=446.5 RE. PLUMB/NG 3 STORY TC=446.40 FOOTPRINT UPDATE 3.1 SLOPE BC=446.0 67 ROOMS Bc=44sso DA-3.1 B 3/02/20 AF MISC.REVISIONS 425 H.•V IL--2 °" 446.7 ±37,210 SF TOTAL j / 3/25/20 AF MISC.REVISIONS O 4¢4 ,,,; (FFE=446.7t) ROOF DOWNSPOUTS TO LATERAL - H p E 4 j 416 6 D_4.1 Tc=444 7 TC=445s 446 D-6.1 RE_.' PLUMBING (TYPICAL OF ALL) DA-3.1 A t�,/ 4/20/20 AF BC=445.4 446.7 DA-3.1 A.1 446.7 ! PLAN UPDATES FOR PHASED DEMOLITION 415 BC=444.2 445.9 / �• 443 \/ 2.1 SLOPE 414 " .�.� H.•V I , 2/17/23 AF PLANNING BOARD SUBMITTAL DISTURBANCE SUMMARY: __ _ P/PE OUTLET PROTECTION INLET PROTECTION ° I TOWN SUBMITTAL __ _ I RE.• DETAIL 5/C6.0 7/26/23 AF ° co' _-- � ONSITE DISTURBED:±1.80 ACRES RE.' DETAIL 2/C6.0, TYP �•� '� • . � � � _- OFFSITE DISTURBED:±0.10 ACRES 413 -__ -- TOTAL DISTURBED:±1.9 ACRES 2S •°` :� ". COPYRIGHT©2023 MARATHON ENG. TOTAL UNDISTURBED:±0.40 ACRES 2.•1 SLOPE (W/ECB) H.V A TOTAL PROJECT AREA:±2.3 ACRES ?p j fi_ H'V / roo OF NEh �� 445 �� L/M/T OF D%STURR4NCE EXISTING IMPERVIOUS:±0.60 ACRES S 2.•1 SLOPE / TYP �CKINLEy, �0 EXISTING PERVIOUS:±1.30 ACRES EXISTING FLOOD PLAN lg (W/ECB) 3.1 SLOPE (W/ECB) PLACEMENT OF STONE OUTLETF -7- PROPOSED IMPERVIOUS:±1.20 ACRES 7 RE.• FEMA PANEL FOR BASED��7 H'V: - 440 j�" H.V r 3 \ PROTEON�R4 BELOW w�L� PLACE N „L I PROPOSED PERVIOUS:±0.70 ACRES �' FLOOD ELEVATION (BFE). �� alm PLACEMENT OF FILL BELOW�� \ BACKFLOW DEVICE OR4/N THE S/LT FENCE BFE SHALL NOT OCCUR. RE' DETAIL 3 C6.0 \ EL 447.7 RE' SP1.0 STONE SUCH THAT THE TOP OF / STONE /S AT THE SAME GRADE AS 2.5.1 SLOPE MAINTAIN POSITIVE -_ F` (DOUBLE ROW) THE EXISTING SLOPE. THEREBY NOT S3� � � DRAINAGE AWAY FROM BUILDING �S N0. 086648 c� - (W/ECS) RESULTING /N FILL PLACEMENT WITHIN p H.•V n2 / STONE OUTLET PROTECT/ON; FLOOD PLAIN. ROFESSIONP PIPE OUTLET PROTECTION �Z� 2.1 SLOPE THE CONTRACTOR SHALL PLACE STONE FROM THE TOP` H'V OF THE SLOPE, DOWN TO THE BASE. ALL SOIL DISTURBED ADAM M. F I S H E L RE- DETAIL 5/C6.0 � SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS (ECB) � / AS NOTED ON THIS PLAN THE SAME DAY AS SOIL DISTURBANCES 410 4N66 - OCCUR. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS PLACEMENT OF STONE OUTLET 416 SILT FENCE REQUIRED. W S PROTECT/ON BELOW BFE RE.- DETAIL 3/C6.0 THE CONTRACTOR SHALL PLACE STONE OUTLET PROTECTION (DOUBLE ROW) / \ STONE SUCH THAT THE TOP OF'`I<- THE CONTRACTOR SHALL PLACE STONE FROM THE TOP SITE OUTFALL LOCATION.- D RAW I N G TITLE: OF THE SLOPE, DOWN TO THE BASE. ALL SOIL DISTURBED STONE /S AT THE SAME GRADE AS THE SITE DRAINS TO FEDERALLY THE EXISTING SLOPE. THEREBY NOT SHALL BE STAB/L/ZED WITH EROSION CONTROL BLANKETS (ECB) JURISDICTIONAL WETLANDS LOCATED Grading, Drainage RESULTING /N F/LL PLACEMENT WITHIN AS NOTED ON THIS PLAN THE SAME DAY AS SOIL DISTURBANCES EAST OF THE SUBJECT PROPERTYra i n a e FLOOD PLAIN. OCCUR. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS THESE WETLANDS THEN DRAIN TO LICK • • REQUIRED. BROOK WHICH ULTIMATELY DISCHARGES & Erosion Control rt TO THE CAYUGA LAKE INLET. ALONG ENT/RE NORTHERN, EASTERN AND Plan 3 of 3 INN & SUITES SOUTHERN PROJECT L/MITS. 6of21 SHEET No: C-3 . 2 0728-16 JOB No: DRAWING No: 0 0 30 60 r UTILITIES SOUTHERN CAYUGA LAKE INTERMUNICIPAL WATER COMMISSION 3. STORM 1. SANITARY SPECIFICATIONS FOR WATER MAIN EXTENSIONS 3.1 REGULATIONS-STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH SCALE M44MT ON THE LATEST REGULATIONS OF THE MUNICIPALITY. 1.1 MATERIALS 3.2 MATERIALS-THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ENGINEERING - PVC LATERALS-PIPING SHALL BE POLYVINYL CHLORIDE(PVC)WITH END SUITABLE FOR ELASTOMERIC 1. COVER-WATER SERVICE LINES SHALL HAVE A MINIMUM OF 5 FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND GASKET JOINTS,AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: 6 FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT("N"FACTOR)IS 0.013 OR ROCHESTER LOCATION BETTER: ASTM D-3034(4"THRU 15") 2. HYDRANTS -CLOW-EDDY OR MUELLER WITH: REINFORCED CONCRETE PIPE(RCP),CLASS III 39 CASCADE DRIVE ASTM F-679(18"THRU 48") o 5 FOOT BURY,OPEN LEFT,TRAFFIC TYPE GROUND FLANGE,6 INCH INLET. CORRUGATED STEEL PIPE(CSP), 16 GAUGE R O C H E S T E R, NY 1 4 6 1 4 PVC JOINTING MATERIALS-SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC o 1 -4'/2 INCH NST STEAMER NOZZLE,2-2'/2 INCH NST HOSE NOZZLE. HIGH DENSITY CORRUGATED POLYETHYLENE PIPE(PE),AASHTO M-29,TYPE S,ASTM D-3350. 5 8 5 - 4 5 8 - 7 7 7 0 GASKET JOINTS,GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212.. • MECHANICAL JOINT CONNECTIONS,5 INCH HYDRANT VALVE SEAT, PENTAGON OPERATING NUT. ITHACA LOCATION • MUST HAVE TWO FORMS OF RESTRAINT,ONE OF WHICH MUST BE A THRUST BLOCK.SECOND RESTRAINT CAN BE-1) 3.3 ROOF DRAINAGE-ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM 840 H A N S H A W R D, S T E 6 1.2 INFILTRATION/ EXFILTRATION (PVC PIPE) - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION INTEGRALLY CAST RESTRAINT,2)3/4 INCH STAINLESS STEEL THREADED ROD AND FRICTION CLAMPS,3)RETAINER UNLESS SPECIFIED OTHERWISE. ITHACA , NY 1 4 8 5 0 SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF GLANDS. AN AIR TEST IS USED,THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM 6 0 7 - 2 4 1 - 2 9 1 7 3.4 TESTING-UPON COMPLETION OF SYSTEM INSTALLATION,THE MAIN SEWER SYSTEM AND LEADS TO DESIGNATION F-1417 ENTITLED PRACTICE FOR LOW PRESSURE AIR TEST OF PLASTIC PIPE LINES. SANITARY 3. WATER MAIN-CLASS 52(GREATER THAN 350 PSI), DUCTILE IRON,CEMENT LINED, PUSH ON JOINT WITH POLY STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. www.marathoneng.com MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR ENCASEMENT WRAP. VACUUM.VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK SANITARY SEWER SCHEDULE STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET(TIP) 4. MAIN VALVES-MECHANICAL JOINT, RESILIENT SEAT,GATE,2 INCH OPERATING NUT,OPEN LEFT,STAINLESS STEEL BONNET NO. 15(REVISED). AND PACKING BOLTS. TOP OF INVERT INVERT LENGTH PIPE DIA RIM OUT IN (FT) &MATT 7O' STRUCTURE ID STRUCTURE TYPE SLOPE(%) 1.4 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY 5. MAIN FITTINGS-ALL UNDERGROUND FITTINGS ARE DUCTILE IRON, MECHANICAL JOINT. FITTINGS IN BUILDINGS OR PITS ARE INVERT SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT TO BE DUCTILE IRON FLANGE JOINT. S-5 440.31 440.41 5 6"PVC. 3.00% UNCONTAMINATED GROUND WATER.ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER S-5 TO S-4 AT BUILDING MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE TOMPKINS COUNTY SEWER USE LAW. 6. MAIN VALVE BOXES-5'/4 INCH,SCREW TYPE,CAST IRON WITH LID MARKED"WATER". 5-4 PROPOSED CLEANOUT ^ �j S-4 TO S-3 AT BUILDING 446.50 440.06 440.16 8 6"PVC. 3.00% LJJ 1.5 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE.THE TEST SHALL BE CONDUCTED 7. SERVICE LINE FITTINGS-MUELLER OR FORD,COMPRESSION OR FLARED FITTINGS.CURB VALVES AND CORPORATION S_3 PROPOSED 4' DIA z AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION STOPS MUST BE"BALL TYPE-FULL PORT".STOP AND WASTE VALVES ARE NOT PERMITTED. 445.90 439.72 439.82 87 6"PVC. 3.00% OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A S-3 TO S-2 MANHOLE O DIAMETER EQUAL TO 95%OF THE INSIDE DIAMETER OF THE PIPE.THE TEST SHALL BE PERFORMED 8. SERVICE LINES-"K"COPPER WITH 3/4 INCH MINIMUM(1 INCH MINIMUM IN TOWN OF ITHACA). 1 INCH MINIMUM WHERE S-2 PROPOSED 4' DIA. WITHOUT MECHANICAL PULLING DEVICES. SPRINKLER SYSTEMS ARE REQUIRED. S-2 TO S-1 MANHOLE 445.46 437.01 437.11 54 6"PVC. 1.00% uj I J-J 1.6 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 9. CURB BOXES-BUFFALO STYLE,SCREW TYPE,CAST IRON, LID MARKED"WATER"WITH PENTAGON NUT,OPERATING ROD S 1 PROPOSED 4' DIA 443.00 431.17 436.47 74 8"PVC. 0.50% z Lu Q AND CENTERING RING. S-1 TO S DROP MANHOLE INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING.ONE FULL STANDARD LAYING W LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE S EXISTING MANHOLE 32.30 1 " F 10. RESTRAINT-2500 PSI,30 DAY CONCRETE THRUST BLOCK-PLUS-ONE OF THE FOLLOWING- - 430.70 - - - O AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION.WHEN THE WATER MAIN PASSES UNDER A SEWER, (1,2) 432.30 (10" FM) LOCATION SKETCH 1)INTEGRALLY CAST RESTRAINT ADEQUATE STRUCTURAL SUPPORT(COMPACTED SELECTED FILL)SHALL BE PROVIDED FOR THE SEWER TO 2)3/4 INCH STAINLESS STEEL THREADED ROD AND FRICTION CLAMPS O PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM 3)RETAINER GLANDS N.T.S. HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES(INCLUDING MANHOLES NOTES: UTILITY KEYNOTES ■■r AND VAULTS)SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 11. PRESSURE REDUCING VALVES-O.C.V MODEL 127, BERMAD OR ROSS VALVE (1) INVERT ELEVATION OF EXISTING SANITARY SEWER SHOWN IS APPROXIMATE. CONTRACTOR TO CONFIRM PRIOR TO THE START OF WORK. M 12. DEAD ENDS WITHOUT HYDRANTS O SANITARY SEWER LATERAL ENTRANCE, RE: BUILDING DRAWINGS FOR • 2 INCH FLUSHING OR BLOW OFF HYDRANTS MUST BE INSTALLED. (2) REMOVE AND RESHAPE INVERT WITHIN EXISTING MANHOLE FOR MAIN CONNECTION AS DIRECTED BY THE TOWN EXACT LOCATIONz >0 • 2'/z INCH NST NOZZLE,2 INCH IRON PIPE INLET,TRAFFIC BREAK AWAY FLANGE AND FULL DRAINING CAPABILITIES. OF ITHACA. z CONNECT SANITARY SEWER LATERAL TO EXISTING MANHOLE. 13. TESTING -WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE: (3)SANITARY SEWER INSTALLED UPSTREAM OF S-1 SHALL BE PRIVATELY OWNED& MAINTAINED. Og CORE DRILL NEW ENTRANCE AT STRUCTURE AND PROVIDE PIPE BOOT, Lu Z Z DRAINAGE SCHEDULE (DA) SEAL, &RESHAPE INVERT, ETC.AS REQUIRED BY THE TOWN OF 0 PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE SOUTHERN CAUGA LAKE INERMUNICIPAL WATER COMMISSION (SCLIWC). A SCLIWC AND A TOWN OF ITHACA DEPARTMENT OF PUBLIC WORKS STRUCTURE DESIGNATIONS Q REPRESENTATIVE MUST WITNESS THIS TEST. o COMBINED WATER SERVICE ENTRANCE, RE: BUILDING DRAWINGS FOR 0 z TOWN OF ITHACA UTILITIES FROM TO DIA.(IN) PIPE MAT'L LENGTH (FT) SLOPE(/o) O _ • DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER EXACT LOCATION 1. THE CONTRACTOR SHALL REFER TO C6.6 DETAIL SHEET(7 OF 7)FOR WATER AND SANITARY SEWER IMPROVEMENTS FLUSHING AND DISINFECTING THE SERVICE LINE,WATER SAMPLES SHALL BE COLLECTED BY THE SCLIWC. APPROVAL BCS 3.3 DA-6 DA-5 PROPOSED IN NYSDOT RIGHT OF WAY AND/OR THE PROPOSED WATER AND SANITARY SEWER EASEMENTS TO THE AND NOTIFICATION BY THE SCLIWC MUST BE RECEIVED BEFORE THE LATERAL IS PLACED IN SERVICE. TG= 444.25 O a TOWN OF ITHACA. o CONNECT TO EXISTING WATER MAIN WITH 8"x8"x8"TEE AND 8"VALVE. INV= 439.71 439.21 12 HDPE 50 1.00/o CONTRACTOR TO PROVIDE TOWN OF ITHACA&BOLTON POINT 48 HRS mj 2. THE CONTRACTOR SHALL REFER TO THE UTILITY CASING DETAIL ON C6.2 DETAIL SHEET(3 OF 7)FOR WATER AND EXISTING SAN. MH. BCS 3.2 DA-5 DA-4 O SANITARY SEWER INSTALLATIONS UNDER ELMIRA ROAD. TR=441.76 OB O (MIN.)ADVANCE NOTICE FOR THE TOWN TO TEMPORARILY SHUT uj ce TG= 444.25 DOWN/DEACTIVATE EXISTING WATER MAIN.CONTRACTOR TO INV= 439.21 438.59 12 HDPE 62 1.00% COORDINATE WORK SCOPE, FEES AND SCHEDULE WITH THE TOWN OF O EXISTING WATER MAIN DEPTH & BCS 3.1 DA-4 DA-3 ITHACA. OFFS/TE /MPROI�EMENTS LOCATION UNKNOWN. CONTRACTOR TO TG= 444.25 REFER TO SHEETS C7.0 FOR ALL MAINTAIN 18" VERTICAL CLEARANCE M/N. OE GAS SERVICE ENTRANCE, RE: BUILDING DRAWINGS FOR EXACT LOCATION uj EL/M/RA ROAD INV= 438.59 438.52 15 HDPE 28 0.25% um WORK WITHIN NYSDOT RIGHT OF WAY, TYP. RIGHT-OF-WAY /F 18" CLEARANCE CANNOT BE C.O. DA-3.4 DA-3.3 Q MAINTAINED, PROVIDE CONCRETE CONNECT NEW GAS SERVICE TO EXISTING GAS MAIN. CONTRACTOR TO ENCASEMENT ALONG WATER MAIN PER TR= 446.60 FO COORDINATE WITH UTILITY COMPANY TO CONFIRM SERVICE SIZE, TOWN OF ITHACA REQUIREMENTS. INV= 443.55 442.25 10 PVC 130 1.00% CAPACITY,CONNECTION REQUIREMENTS, FEES, ETC. Lu ' - - - Ldd '' - - - LdG 2i d� --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C.O. DA-3.3 DA-3.2 p�9ssm / 8.85 pv��o \ _ O SERVICE ENTRANCE, E. BUILDING DRAWINGS FOR EXACT O Inv. 434.70 8"PVC Inv. 438.85 _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S Inv.438.30 10"Steel Force Main - - - - - - - - - Inv.432.30 6 Inv-43Q70- - - - - - - - - - _ LOCATION TR 446 60 G 1r�Pvc INV= 442.52 442.25 10 PVC 27 1.00% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s �/ C.O. DA-3.2 DA 3.1 Q /�/� T dh. W- W I I PAD MOUNT TRANSFORMER. APPROXIMATE LOCATION SHOWN. O• V I w �N ��P32 ra W U TR= 446.60 CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR SIZE, w I I F��d 'Dh EX/STING WATER SERVICE I I 8" SANITARY MAIN I INV= 442.25 442.05 12 HDPE 20 1.00% O LOCATION, BOLLARD PROTECTION,WORK SCOPE, FEES AND SCHEDULE _ 8" WATER MAIN INSTALLED FLn /N CA SING. OWNED f146 LF 6" PERF. TO BE ABANDONED, RE' � TO BE OWNED AND I CB 30x30 DA-3.1B DA-3.1 REQUIREMENTS. � 0y I & MAINTAINED BY i i psss UNDERDRAIN 90.09 DEMOL/T/ON PLAN I I MA/NTA/NED BY I TG= 444.60 - THE TOWN OF ITHACA I i DA 5 DA 4 I THE TOWN OF I o UNDERGROUND ELECTRIC SERVICE. CONTRACTOR TO LL INV= 441.53 441.30 12 HDPE 47 0.50% I I DA-6 I ITHACA I I COORDINATE WITH UTILITY COMPANY FOR SIZE, LOCATION, BOLLARD Q NEW UTILITY POLE 0 J i i f 15 LF 6" PERF. BCS #3 BCS #3 BCS #3 I I C.O. DA-3.1A.1 DA 3.1A O OWNED MA/NTA/NED BY I I I I PROTECTION,WORK SCOPE, FEES,AND SCHEDULE REQUIREMENTS. REFER TO UTILITY II TG=444.25 TG=444.25 I I TR= 446.60 Z / NYSEG ENLARGEMENT i i UNDERORA/N ®0.09 TG=444.25 I I I o I K 1/C4.0 I I INV= 441.72 440.91 10 PVC 81 1.00% I I RELOCATED OVERHEAD UTILITY. APPROXIMATE LOCATION SHOWN. II • i i I C.O. DA-3.3A DA-3.1 O n0 CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR H TR= 445.00 ALIGNMENT,WORK SCOPE, FEES AND SCHEDULE REQUIREMENTS )c INV= 440.91 440.55 10 PVC 36 1.00% / MH 4 DA-3.1 DA-3 RELOCATED UTILITY POLE. APPROXIMATE LOCATION SHOWN. - - - - - - - - - - - - - - - - - - - - - - I - - - � - - - - - - - - - - - - - TR= 445.80 K CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR f26 LF 6" PERF. �Z - PERMANENT SANITARY SEWER o ALIGNMENT,WORK SCOPE, FEES AND SCHEDULE REQUIREMENTS UNDERDRA/N 90.09 BCS #2 ,: ------------------------ ---� EASEMENT TO THE TOWN OF INV= 440.55 440.02 15 HDPE 75 0.71/° TG=444.25 ITHACA MH 4 DA-3 DA-2 TEL./COM.SERVICE ENTRANCE, RE: BUILDING DRAWINGS FOR EXACT -- I -- - TR= 445.46 JOB NO: 0728-16 4' DIA. ST MH / P. .C. 1 o LOCATION TIA. ST 80 / CA EN OF INV= 438.52 438.50 15 HDPE 8 0.25/o SCALE: 1"-30, UN ERD WN, TYR PT 1 DA-2 UG DET 2 UNDERGROUND TELEPHONE SERVICE. CONTRACTOR TO - D=fU A �2 TR= 445.46 OM COORDINATE WITH UTILITY COMPANY FOR SIZE, LOCATION, BOLLARD DRAWN: AMF 6" COMBINED CLEAN OUT I D-5.1 ( } WATER SERVICE TR=445.90 4' DIA. SAN. MH. INV= 438.50 438.50 18 HDPE 7 0.00% PROTECTION,WORK SCOPE, FEES AND SCHEDULE REQUIREMENTS. BCS #1 I TR=445.46 4' DIA. SAN. MH. DESIGNED: AMF TG=443.50 (PR/t/ATE) WITH INTERIOR DROP STRUCTURE �1G DET 2 UG DIET 2 DA 1 ANTI-SEEP COLLAR SHALL BE AGRI-DRAIN,OR APPROVED EQUAL. THE I ❑ ❑ ROUTE FORTE COCHER ROOF DA-3 I DATE: 03/31/16 DOWNSPOUTS TO STORM 4' DIA. ST MH TR=443.0 CONTRACTOR MAY USE 200 PSI FLOWABLE FILL FORMED TO THE STATED Q-6 SEWER, TYP. TR=445.46 (TOWN MAINTAINED) INV= 438.50 438.50 18 HDPE 16 0.00% O DIMENSIONS WITH A THICKNESS OF VAS A SUBSTITUTE TO THE REVISIONS Q-4 J 4' DIA. ST MH I fE: DETAIL CS 2 DA-1 DA AGRI-DRAIN COLLAR. 4' DIA. ST MH - - - T 445.50 ® ® ® ® _ Q TR 445.32 DATE BY REVISION TR=445.00 7: ' CL N UT m INV= 438.50 437.20 12 HDPE 37 3.50% FIRE HYDRANT COMPLETE WITH CONTROL VALVE,SEE DETAIL. PLACE 4' UNDERGROUND a •,• T =44 .6 DETENTION DA 2 ES DA OO MIN. BEHIND CURB.OWNED&MAINTAINED BY THE TOWN OF ITHACA. 4/03/18 AF REVISED PER TOWN COMMENTS FACILITY 92-E Co. s PRE-TREATMENT STRUCTURE 2 INV= 437.20 - - - REVISED PER TOWN COMMENTS P " ; # P FIRE DEPARTMENT CONNECTION, RE:ARCH. 5/22/18 AF PRE-TREATMENT STRUCTURE #1 DETENTIORUNDERGROUND - - - - (RE: C6.5) (RE: 4/C6.4) DRAINAGE SCHEDULE (D) (RE: 3/C6.4) FACILITY #1 _ _ O E: C6.5) ELEVATOR SUMP PIT TO CONNECT TO SANITARY SEWER, RE:ARCH 6/06/18 AF REVISED PER TOWN COMMENTS ANT/-SEEP COLLAR P.O.C. STRUCTURE DESIGNATIONS �� DA 3.4 S 42 X42" O CLEAN OUT CLEAN OUT o ) R ELECTRICAL CT&METER, RE:ARCH 7/25/18 AF REVISED PER NYSDOT COMMENTS TR=446.6 TR=446.6 DA_3.2 DA-3.1 B FROM TO DIA.(IN) PIPE MATT LENGTH (FT) SLOPE(/o O .e, I REVISED PER BUILDING CLEAN OUT 30x3O CB BCS 2 D-7 D-6 NATURAL GAS POWERED BACK UP GENERATOR WITH BOLLARD 2/04/20 AF FOOTPRINT UPDATE MECHANICAL ROOM PROPOSED S-5 TR=446.6 TG=444.6 TG= 444.25 S PROTECTION. PROVIDE PAD PER MANUFACTURER'S REQUIREMENTS. �� •.� MASTER METER AND A INV. ® BLDG INV= 439.11 438.71 12 HDPE 40 1.00% O CONTROL STRUCTURE #1 BACKFLOW DEVICES COMFORT INN HOTEL O FINAL PAD SIZE TBD. INV=440.31 ANT/-SEEP COLLAR 3/02/20 AF MISC.REVISIONS RE: 1 C6.4 LOCATED IN MECHAN/CAL 3 STORY 42'x42„ O C.O. D-6.2 D-6.1 3/25/20 AF MISC.REVISIONS ( / ) ROOM RE.- BP1.0 67 ROOMS SEWER TRAP I TR= 446.60 STRUCTURE TYPES D-6.1 ±37,210 SF TOTAL AS REO D BY TOWN OF ITHACA PO C. f2 INV= 442.43 441.26 10 PVC 117 1.00% 2/17/23 AF PLANNING BOARD SUBMITTAL L (FFE=446.7t) I BCS=BIORETENTION CONTROL STRUCTURE, RE: DETAI L CLEAN OUT RE. 9IC6.3 DA-1 C.O. D-6.1 D 6 M TR=446.60 E G -4 CONTROL STRUCTURE #2 TR= 446.60 ES=END SECTION 7/26/23 AF TOWN SUBMITTAL R CLEAN OUT $• (RE: 2/C6.4) INV= 441.26 440.21 10 PVC 105 1.00% INMH 4=4' DIA. INLET MANHOLE I TR=4 ju e _ C.O. D-6.1A LAT MH 4-4' DIA. MANHOLE COPYRIGHT©2023 MARATHON ENG. = ANT/-SEEP COLLAR 30x30 CB -__= TR= 445.90 ap n ----= DA-3.1A.1 DA-3.1A 36 X36" O INV= 440.88 440.21 8 PVC 67 1.00% C.O. CLEAN OUT OF NE� TG=443.40 ---- ---_.a ------- _ --= CLEAN OUT CLEAN OUT MH 4 D-6 D-5 24x24 CB=24"x 24"CATCH BASIN _______ -= TR=446.60 TR=446.50 END SECTION I 8" WATER MAIN a D_6.2 _ INV=437.20 TR= 445.50 30x3O CB=30"x 30" CATCH BASIN INSTALLED IN CASING OWNED & K��A . , C CLEAN OUT 5-SAN. INV= 438.71 438.54 15 HDPE 71 0.25% MAINTAINED BY THE TOWN OF TR=446.60 4' DIA. SAN. M 4' DIA. ST MH BCS 1 D-5.1 IDS ITHACA �- TR=445.9 TR=445.80 TG= 443.50 PIPE MATERIALS N E= BACKFLOW DEWCE DRAIN <v ANT/-SEEP COLLAR INV= 438.65 438.54 12 HDPE 11 1.00% 0 8~ CURB I/ALI/E 4' DIA. ST MH O EL 447.7 RE- BP1.0 HDPE=HIGH DENSITY POLYETHYLENE �2 2� IEE AT PROPERTY LINE TR=440.00 36 06" MH 4 D-5 D-4 sFa NO. 086648 8 TR= 444.80 PVC=POLY (TOWN MA/NTA/NED) yYDR4NT VAL I/E -VI NYL CHLORI DE PI PE p x6 x8" 3 (TOWN MAINTAINED) INV= 438.54 438.52 15 HDPE 7 0.25% ROFESSIOA RE. SCLIWC DETAIL J2 CB 30x3O D-4.1 D-4 END SECTION TG= 443.40 ADAM M. FISHEL 8" COMBINED (TOWN MA/NTA/NED) ` INV=435.38 WATER SERVICE PROP RTY INV= 438.73 438.52 12 HDPE 86 0.25% (TOWN PERMANENT TOWN OF ITHACA EASEMENT NOTES: POINTS OF CROSSING (P.O.C.) SUMMARY MH4 DA D-3 MA/NTA/ ANT TR= 445.00 WATER EASEME WA THE TOWN OF 1. AS PART OF THIS PROJECT, PERMANENT WATER AND SANITARY SEWER EASEMENTS P.O.C. #1 INV= 438.52 438.50 15 HDPE 9 0.25% ITHACA TO THE TOWN OF ITHACA ARE REQUIRED.THE LIMITS OF THE PROPOSED EASEMENTS SANITARY STORM SEWER PT 1 D-3 UG DIET 1 DRAWING TITLE: SHOWN ON THIS DRAWING ARE APPROXIMATE AND SHALL BE FINALIZED WITH AN AS INVERT ±437.0 ±438.5 TR= 445.00 BUILT SURVEY. TOP OF PIPE ±437.5 ±439.5 O 11/<1 SEPARATION f1.0' INV= 438.50 438.50 18 HDPE 7 0.00% Utility Plan 2. PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY(C OF 0),THE TOWN UG DIET 1 UG DIET 1 D-2 VALI/E WILL REQUIRE AN AS BUILT SURVEY OF THE WATER AND SEWER UTILITIES AND P.O.C. #2 Comfort8" A COB/NED 8"AT EASEMENT LINE FINALIZED WATER AND SEWER EASEMENT AGREEMENTS AND ASSOCIATED MAPS AND STORM SEWER (UG DET) STORM SEWER (DA3.1 A) INV= 438.50 438.50 18 HDPE 11 0.00% WATER SERVICE • (TOWN MA/NTA/NED) LEGAL DESCRIPTIONS. TOP OF PIPE ±439.5 ±442 3 CS 1 D-2 D-1 INN & SUITES (PI'IVATE) SEPARATION t1.8' TR 444.90 REDUCER 3. THE CONTRACTOR SHALL TAKE NOTE THAT TIME WILL NEED TO BE ALLOCATED IN THE INV= 438.50 435.91 12 HDPE 74 3.50% 8x6" (PRIVATE) SCHEDULE SO TO ALLOW FOR THE DESIGN TEAM,OWNER AND THEIR LEGAL 7 Of 21 MH 4 D-1 D REPRESENTATIVE TO FINALIZE THE EASEMENTS WITH THE TOWN PRIOR TO THE P.O.C. #3 TR 440.00 SHEET No: C-4 . 0 UTILILARGEMENT ISSUANCE OF THE C OF O.THE CONTRACTOR IS ENCOURAGED TO ENGAGE THE SANITARY STORM SEWER INV= 435.91 435.38 12 HDPE 15 3.50% OSCALE� OWNER AND DESIGN TEAM TO INITIATE THE AS BUILT UTILITY SURVEY AS SOON AS INVERT ±439.9 ±442.0 1 = 10' PRACTICABLE. TOP OF PIPE ±440.4 ±442.8 ES D 0728-16 SEPARATION f1.6' INV= 435.38 JOB No: DRAWING No: 0 30 60 r SCALE /Ij AWAU" T 01V ^� ENGINEERING Q ROCHESTER LOCATION 39 CASCADE DRIVE t9o`rd �L rd t9P`rd �3 s�ro��d� � h Z R OC 5 ESTER,5R 8 7 N Y 1 7 6 1 40 4`?9�o�m Qps�O/� Qp)h0/ Qj� �- ITHACA LOCATION m ss Inv. 434 70 8"PVC Inv. 438.85r - - - - - - - - - - - S Inv 438.30 0"Steel Force Main _ - _ - - _ - - _ - _ Inv.432.30-6 Inv_43- _ - _ _ - _ �12•'PVC _ 640 H A N S H A W R D, S T E 12 10"Steel Force Main017= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -_ ____ _ __ _ __ _ _ _�_ = - _ _ _ _ _ _ - _ _ - 6 0 7 - , NY 9 1 7 - - - - - - - - - - s - w W II - w� 6 0 7 - 2 4 1 - 2 9 1 7 q p T d' w LJ 0 yyV /p.�oora ti w w w 3 �s www.marathoneng.com ADJUST PLACEMENT OF �`d,' ��% RAISED PLANTING BED STORMWATER LANDSCAPING TO MAINTAIN �'Q STONE MULCH w STONE MULCH BUFFER STRIP ACCESSIBILITY TO FIRE HYDRANT pss� 4' WIDE AROUND SIGN & MANAGEMENT FACILITY ALONG FLOOR OF B/ ETENT/ON AREAS / > ROLLED RIVER STONE ON WEED 8"ABOVE FIN/SHED LAWN GRADE BIORETENTION Z3 RE.- B/ORETENT/ON D /L � �1 S A64GE N TYR OF ALL B/ORETE TION AREAS 0 \ BLANKET, 3' WIDE I I MANAGEMENT FAC/CITY I I LANDSCAPING WITHIN NYSDOT RIGHT-OF-WAY BIORETENT/ON f2 w CD O Esc -� SUBJECT TO APPROVAL BY NYSDOT 28 Q II \ ~ 0 ° LJ ON 'p �� LU uOHU HU o s wlly y �s Z x �\' � LL_ o I 00 x p �a - _ - « O p SITE LOCATION a //, .o r x W ° �� o _ __ p �n -- p p O �) I 7 a t � I�7 t� P x STORMWATER o c x , x 007 x °' ° ' rx ° ° VD u� vD •9 x x o x7 ao x Uj MANAGEMENT FACIL17Y o p o ° s o� Q9 '° sr x x 5 ' x Pcs , p p C� BIORETE/VTION 1 _ x x " � 8 > > •9 x x _ O O O J 77 �?O x c, O� eO LED x RIVER s x 6 x AM 2 I oo �° AR o° x TYPE- x x x MR �, Po ,STONE �, x O x30 .> �Q x �9 x 8 CA x 1 x x ; AR LOCATION SKETCH O IOo Qp °, - p x s x p o �SEASDI�l�4L COL®R °a x '� x x �� x �9 x �p x x x x o ' o N.T.S. O x x TYPIC OF , x x o o 00 00 °70, o I Q �? p PE D �; �; c, �� AA VUALS, �ERENA 4LS o9 . �� x 7o x 79 i7 , x , 9 o MC(t4VT14VG !RE/GHT.'�12x p p x s x o °, , > > 's PC � s T I 1 x x , 7 sr st 1 xo �p �� x x x x O O 7 P/C 4,6 4 �?� x7 A x x �. s x® �11, � tF 9 �O i 8 0o x ° x o� �° VD p s Q �o M '. ° ' '� 7�0 ' `� x �' x o 0 0 o I UND R R' UN �, x, H 0 0� ,o� op 9 .9 s x 7Pcx x d: ` �o Q� x 8 I DETENTION } o o W Z x ° ' FAcI� � O d �O '? �c� x 19 x 8 x9 6 7 I IL d sTco. �p T� . .a .j y x. a a (RE: Cf 5) �' O p O O O� OEN N TE °� Q TE cP x U x �`� x s o FAC�r 2 � .o •� � p x s x Q LAWN 4 4 o s xs x E:SC6n5 x is PN , o x x x x O S c' ) 7 7 TF 2 3 is TF is 2 7 ' L? O 0 Z O O 2 x , x Q x x .a TF S x x x x x 6 JS ' 3 2 Q s X , RESTORATION AND LANDSCAPING p p o 0 9 x 3 c� x SCREEN/NG FENCE IN LIEU _� XS x � ''�p x ? g 2 PROPOSED WOOD MULCH OF LANDSCAPING BUFFER. 14 2Ei LIGHT FIXTURE x O a A p 1. GUARANTEE-THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, COMFORT INN HOTEL SHREDDED HARDWOOD TYPE. C � x p x ° ° x (SEE SITE PLANS O O �, a d 3 STORY MULCH, COLOR TBD BY x ,> 1?1, x , MAINTENANCE,AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. W o MOUNTING HEIGHT. 18' op p x Q x x ° �� 67 ROOMS OWNER. TYP. OF ALL s x x o TYPICAL OF 7 x d • . D , O O O u? t37,210 SF TOTAL PLANTING BEDS. �, O J 2. TOPSOIL-PLACE A MINIMUM OF 4 INCHES(REQUIRED)OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE qp x qp x ©7 x x x' x xX x X st st 4C SG (FFE=446.7f) LIGHT FIXTURE � TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL pOOO x' TYPE-B MOUNTING HEIGHT' 15' 7 L'' x x PRIOR TO SEEDING. O 7 x 7 x x PROPERTY L/NE W ° x ° x ° p o TYPICAL OF 6 s �s x �o Oo x Oo x ?p x O70 a x x 9 9 x O p 7 TYP 3. SEED-LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED;SEED MIXTURE,MULCH,AND FERTILIZER. THE Q x ° UM O O p7 O� 3 <xp:. , x - x.7 x x x H x APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A"STAND"OF GRASS. THE CONTRACTOR S. x .. "° x O x ° x x p O O Op SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL p ° Op Op x O p x O,p ,� a, st Q. x '„ �'J a __---- 7 x x st u' x u' x '' ' x ❑ O ° PRIOR TO APPLICATION. W O° 00 0Q. u • , `g .8 :� x .. _�-___ ___�__ d -_ ' ___- 7 .6, "'� �cP x ��' x � x ��' x •x' x 7 x ° ° x a. x d, 7 x �' x x x p O 4. PLANT STOCK-PLANT MATERIALS SHALL BE IN ACCORDANCE WITH"AMERICAN STANDARD FOR NURSERY STOCK". °0 . O FIV O p. .1rr.. . Off° `?6 x x ° 7 �? 7 O O 7 x O O po O° x ,p x x •, x � O , , , x .9 .O x , x •O x 'u' x 7 THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE OO 00 0 0�x °6 x ?o x x x O O HV O O x °� p0 p� °7 xOr 7 Q7 x �° FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. Q ' O ° O , x S x 8 p W p p O° O� �/ 02 st x 'st x x p ° p O 00 O� O ° 07 x u7 x O> �, x 5. PLANT LOCATIONS-THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED(SO THEY DO NOT Q .O x x x x x x p p x Op , xO x �.� x P6�INk]NG�'BED �`� x p o O RP O x �' x x7 x , p,0, x O; O, °7 x p p p INTERFERE WITH UTILITIES)AND TO TH Ln E SATISFACTION OF OWNER'S REPRESENTATIVE. ® 2 7 O p O O p O x 7 7 x 7 x O O p O O , 7 \,7- x , . 7 O 7 x 70 x p ° O O O O ° O 6. PLANTING BEDS-PROVIDE TWELVE INCHES(12")OF TOPSOIL,WEED FABRIC(AS DIRECTED BY OWNER),AND THREE ° x ° x 7 x 7 x 7 x �- J 7 O 70 p 7 7 D, x �7 RE' 5fYPRP � x 7 x ° INCHES(3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. ILL_ o° o0 00 07 07 x o7 x 07 x 7 x , 7 x 7 x 7 x 7 xFOR�dN AL��ERV�CjS A 0O � O ` OO OO x p p p° x 00 O° x 00 x ?p �p �p x ?O x ?O x q° x �° x �° x 7. MAINTENANCE STRIP-WHERE LAWN/GRASS AREAS ABUT THE PROPOSED BUILDING,THE CONTRACTOR SHALL z �l ° ° O ° p p O O � O O � ° PROVIDE AN 24"WIDE MAINTENANCE STRIP. MAINTENANCE STRIP SHALL BE A 3"(MIN.)THICK LAYER OF 2-3"ROLLED 1?00 o0 0o po o° o 0 0 o p p o o x o RIVER STONE PLACED UPON WEED BARRIER CLOTH. 00 0o Oo 0o x Oo x oo x oo x 40 x °o x °o x/� �° O • .`� p o0 00 00 00 00 00 0 °o � o \ x � o� o° °o p p o0 0 0 0 ,,� � SEED & MULCH O Oo °° x '?0 x O SEED MIX SHALL BE TOWN&COUNTRY SEED MIX AS MANUFACTURED BY CROSSMAN SEED CORPORATION. p SEED MIX SHALL CONSIST OF: x �° x ° 30%CREEPING RED FESCUE JOB NO: 0728-16 O 20%GATOR 3 PERENNIAL RYEGRASS x O x 20%ALL STAR 3 PERENNIAL RYEGRASS SCALE. 1"=30' _�° 20%KEYSTONE 2 PERENNIAL RYEGRASS DRAWN: AMF 10%KENTUCKY BLUEGRASS 98/85 SEEDING RATE SHALL BE 6LBS./1000 S.F.OF PURE LIVE SEED. DESIGNED: AMF MULCH:SHALL BE STRAW APPLIED AT 2 TONS/ACRE DATE: 03/31/16 REFERENCES REVISIONS LIGHTING INFORMATION DATE BY REVISION 1. EXISTING PARCEL BOUNDARY INFORMATION TAKEN FROM SURVEY TITLED"ALTA/ACSM LAND TITLE SURVEY LANDS OF THOMAS L. McGUIRE AND MARY D. McGUIRE TAX PARCEL No. 35-1-21"PREPARED BY 2/09/17 AF REVISED PER TOWN COMMENTS 1. LIGHTING INFORMATION PROVIDED BY ADART. THE LIGHTING AND PHOTOMETRIC INFORMATION THEW ASSOCIATES LAND SURVEYORS DATED 3/21/16. PRESENTED BELOW AND ON THIS PLAN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL CONTACT 6/21/17 AF REVISED PER TOWN&NYDOT LANDSCAPING SCHEDULE THE LIGHTING VENDOR TO CONFIRM LIGHTING LAYOUT AND FIXTURE TYPES PRIOR TO THE START OF COMMENTS WORK. 1/12/18 AF REVISED PER IFD COORD. KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE ROOT REMARKS 2. REFER TO ARCHITECTURAL PLANS FOR THE ROUTING OF ELECTRICAL SERVICE TO SITE LIGHTING. 2/04/20 AF REVISED PER BUILDING AR ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 4 2 - 2%2" CAL B&B FOOTPRINT CHANGES 3. FIXTURE AND POLE COLOR TO BE BRONZE. 3/25/20 AF MISC.REVISIONS AMR AMELANCHIER GRAN. 'ROBIN HILL' ROBIN HILL SERVICEBERRY 3 2 " CAL B&B Schedule 2/17/23 AF PLANNING BOARD SUBMITTAL HV HAMAMELIS VERNALIS VERNAL WITCHHAZEL 12 3-4' HT. B&BInput Symbol Label QTY Manufacturer Catalog Description Output LLF Power Distribution 7/26/23 AF TOWN SUBMITTAL JH JUNIPERUS CHIN. 'HETZI' HETZI COLUMNAR JUNIPER 4 4-5' HT. B&B 8 Lithonia Lighting DSXB LED 12C 700 30K ASY D-SERIES BOLLARD WITH 12 3000K LEDS 2173 0.92 31 TYPE IV,SHORT, BUG RATING: B1 -UO-G1 JSG JUNIPERUS CHIN. 'SEA GREEN' SEA GREEN JUNIPER 45 24-30" HT. B&B 5' O.C. OPERATED AT 700mA AND ASYMMETRIC DISTRIBUTION JS JUNIPERUS CHIN. 'SPARTAN' SPARTAN JUNIPER 12 5-6' HT B&B A COPYRIGHT©2023 MARATHON ENG. JC JUNIPERUS SAB. 'CALGARY CARPET' CALGARY CARPET JUNIPER 31 15-18" SPR. #3 CONT. HEAVY OF NEw MA MALUS 'ADIRONDACK' ADIRONDACK CRABAPPLE 2 2" CAL B&B 6 Lithonia Lighting WPX2 LED 30K Mvolt WPX2 LED wallpack 60001m 3000K color 5719 0.92 47.21 TYPE III,VERY SHORT, BUG RATING: B1 -UO-G1 �CKINLEyF �O temperature 120-277 Volt �P i PP PICEA PUNGENS COLORADO SPRUCE 7 5-6' HT. B&B 0 B PH PENNISETUM ALOP. 'HAMELN' HAMELN FOUNTAIN GRASS 11 CLUMP � "5 p #2 CONT. 4 O.C. N PN PICEA ABIES 'NIDIFORMIS' BIRDS NEST SPRUCE 6 21-24" SPR. #5 CONT. 7 Lithonia Lighting DSX1 LED P4 30K 80CR1 BLC4 D-Series Size 1 Area Luminaire P4 10491 0.92 123.94 TYPE IV,SHORT, BUG RATING: BO-UO-G3 SF NO. 086648 PC PYRUS CALL. 'CLEVELAND SELECT' CLEVELAND SELECT PEAR 2 2%2" CAL B&B Performance Package 3000K CCT 80 CRI O ARCFESSIONP�� RG RHUS ARON. 'GRO-LOW' GRO-LOW SUMAC 11 21-24" SPR. #2 CONT. HEAVY C Type 4 Extreme Backlight Control SN SPIREA JAP. 'NEON FLASH' NEON FLASH SPIREA 20 18" SPR. #3 CONT. ° ADAM M. FISHEL SS SPIRAEA JAP. 'SHIROBANA' SHIROBANA SPIREA 4 18" SPR. #3 CONT. 4 Lithonia Lighting LDN6 30/20 L06AR LID 61N LDN, 3000K, 2000LM, CLEAR, MATTE 1771 0.92 22.52 DIRECT, SC-0=1.02, SC-90=1.03 TF TAXUS MEDIA 'FAIRVIEW' FAIRVIEW YEW 18 18-24" SPR B&B SUB: TAXUS M LWARDI 0 D DIFFUSE REFLECTOR, CRI80 TE THUJA OCC. 'EMERALD' EMERALD ARBORVITAE 4 6-7' HT B&B SINGLE LEADER DRAWING TITLE' VC VIBURNUM CARL. 'CAYUGA' CAYUGA VIBURNUM 4 30" HT B&B Calculation Summary Lighting & PS PANICUM VIR. 'SHENANDOAH' SHENANDOAH SWITCHGRASS 70 CLUMP #2 CONT. TRIPLE STAGGERED Label CalcType Units Avg Max Min Avg/Min Max/Min Description Landsca in Plan BEHIND BUILDING SIDEWALK Illuminance Fc 5.35 11.6 0.8 6.69 14.50 readings placed at grade Comfo rt g ROWS, 3' O.C. PARKING Illuminance Fc 2.06 25.3 0.0 N.A. N.A. readings taken at grade INN & SUITES CI CORNUS ALBA 'IVORY HAVLO' IVORY HALO DOGWOOD 19 30" HT B&B PROPERTY LINE Illuminance Fc 0.00 0.0 0.0 N.A. N.A. readings taken at grade CA CORNUS AMOMUM SILKY DOGWOOD 15 3' HT B&B Object Summary 8 of 21 VD VIBURNUM DENTATUM ARROWWOOD VIBURNUM 32 34 Label Type Description SHEET No: C-5 . 0HT B&B BUILTDING Polygon-Flat built as blocking assumed 30'from grade 0728-16 JOB No: DRAWING No: WOVEN WIRE FENCE (MIN. 14 1/2 r CONCRETE WASHOUT SIGN GAUGE W/ MAX. 6" MESH SPACING) y SO'MIN.LENGTH MEA5M ALONG t OF CONSTRUCTION ENTRANCE(SEE NOTES I AID 21 H1WMT EDGE NF PAYEIENT 25' MIN APPLICATION NOTESi 10' MAX. C. TO C. 24' TRANSITION rrYPJ OUTSIDE EDGE WASHING AREAY 30 MUL GEE MOTE D _ OF TRAVEL LANE A THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE 15 TO REDUCE OR ELIMINATE 01v BERM ^ 6' CRUSHED STONE THE TRACKING OF SEDIMENT ONTO PIbLIC RIGHTS OF LAY OR STREETS. ir/ LENGTH FENCE OR GRAVEL ImL 4' MIN 1r IEN COVER DYER PIPE 1r fTlPU &II41RA • , ,. , MIN. 16 woTEs< �b ' '• :,.• ':: • . INTO GROUND. _ "'.=r�^ I. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. ENGINEERING POSTS DRIVEN ,v 3:1 GEOTEXTILE STABILIZATION—/ 2. A 30'MASH AREA SHALL BE PROVIDED,ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE ROCHESTER LOCATION • STRENGTH CLASS I •� FULL,MATERIAL WEET96 THE REOBREMEHTS WASHING AREAS. OF EMBANKMENT MATERIAL. 3, PROPOSED DRAINAGE PIPES SHALL BE S12ED WITH SUFFICIENT CAPACITY TO CARRY DITCH 3 9 CASCADE D R I V E ' ••• i• •• .. '•~• GRADE VERTICAL C GRADE (l2'MD.L ALTERNATIVE WAYS OF TRANSPORTING DnCH DRAINAGE ACROSS HEIGHT OF AS NECESSARY TO PROVIDE SMOOTH SA6 ON XAL �' AL CURVE ALONG CONSTRUCTION DRAINAGE PIPE. 12" MIN.IF NECESSARY CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY R O C H EST E R, NY 1 4 6 1 4 y FILTER = 16" ENTRANCE LSEE NOTE 4/ (SEE NOTE ll THE ENGINEER. MIN. 5 8 5 - 4 5 8 - 7 7 7 0 TYPICAL CONSTRUCTION ENTRANCE PROFILE �. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT I T H A C A LOCATION y �' )CUT AND DITCH SECTIONS) OF 6" OF•3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF m 3.1 8' X 8' MIN 3:1 �, I�\O� q, �, \11 O� �, 77 8" MIN. 5. DRAINAGE PIPES OYER 20" DIA.THAT ARE NOT BEHIND ROADSIDE BARRIER SHALL INCLUDE 840 H A N S H A W R D, S T E 6 � WAY EDGE \• I OF PAVEMENT SAFETY END SECTIONS OR GRATING TO ENSURE TRAIERSABILITY. I T H A C A , N Y 1 4 8 5 0 PERSPECTIVE VIEW 50 MIN LENGTH IEASIItFD ALONG OF CONSTRUCTION ENTRANCE(SEE NOTES I AND 21 OUTSIDE EDGE 6, LAYOUT DRIVEWAY OPENING PER TAPER METHNID OF LAYOUT FOR A MINOR CONMERCIAL 6 0 7 - 2 4 1 - 2 9 1 7 OF TRAVEL LANE DRIVEWAY ON STANDARD SHEET TITLED'DRIVEWAY ENTRANCE LAYOUT'. SAME SLOPE SAS SHOIIDER 7. DETERNO NE DRIVEWAY WIDTH'W' FROM THE MINOR COWERCIAL DRIVEWAY CLASSIFICATION www.marathoneng.com 36" MIN. FENCE POST 24' TRANSITION arj OF TABLE 1 ON STANDARD SHEET TITLED"DRIVEWAY DESIGN GIDDELINES'. 3:1 WOVEN WIRE FENCE (MIN. 12 B. PERIODIC IN THE MAT BE REQUIRED AND COST OF THIS MAINTENANCE WILL BE INCLUDED R THE WIT PRICE BID. 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH AMA FOR NISNO/G OPERATIONS AT TOP OF SLOPE 20"MIN. ONE NOTE n _ Off FLOW TYPICAL CONSTRUCTION ENTRANCE PROFILE O BERM �� FILL SECTIONS) >- UNDISTURBED GROUND EMBED FILTER CLOTH o �� PLAN VEHICLE TRACKING CONTROL A MIN. OF 6" IN GROUND. I M w (SEE VTC DETAIL) OR 16"MIN. , OTHER STABLE SURFACE COMPACTED SOIL DRAINAGE PDT Z 12" TYP. (SEE NOTE 3) 1 I WIDTH"W COMPACTED BERM AROUND 4" F I , ; n CRUSHED STONE OR QNAYFL SEE NOTE TI I4 THE PERIMETER O 2% SLOPE SECTION VIEW GEOTEXTnT STABILIZATION.CLASS I -- uj W � 1 1.5 � STRENGTH CLASS ] /� /��\ --1�SLOG RYP.) Q 011 GHT 6' L 3' MIN ij;�//;�//;�//;�//��//;�//;�//;�///; 1 i FILL MEETING THE ENTUMATE MATERIAL DIRECTION uj ix DIREcrtoN of 3 OF EMBANKMENT WTERIAL OF SURFACE 6" GRADE 70 DRAM I RUNOFF FLOW NDIPACTEDD IL 3 CONSTRUCTION SPECIFICATIONS ' Sl1RFACE FLOW COMPACTED SOIL 8' X 8' MIN �{ VEHICLE TRACKING , , SE TABLE I ------__ -_ - - :`'• O CONTROL (SEE VTC DETAIL) r ' 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, ; ; SEE NOTE 5 I -- POSTS SHALL BE STEEL "T" OF "U" TYPE OF HARDWOOD. ` 57 nl LEMOIN'L'YEASI�ALOIB E CNNtSTRI1CT10N ENTRANCE i BOTTOM OF DTTCII _ SECTION 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" -------------- - - i - - - - - { NOTES: H AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH I 1 N sAEr ANGLE 6 �, 1. CONTRACTOR TO VERIFY SIZE REQUIREMENTS BASED ON ANTICIPATED VOLUMES OF CONCRETE OPENING. ' ; ; ' TYPICAL CONSTRUCTION ENTRANCE SECTION WASHOUT. -V 2. CONCRETE WASHOUT SHOULD BE PLACED TO NOT ACCEPT SURFACE RUNOFF. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX �- >0 3. IF WATER DOES NOT EVAPORATE AND IS GREATER THAN 75% FULL CONTRACTOR SHALL REMOVE INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABLINKKA T140N, / I � Z LIQUIDS AS REQUIRED BY THE LOCAL AUTHORITY (SAN SEALER OF VAC TRUCK) OR APPROVED EQUIVALENT. tt�auNY SEm NO MILCH Z 4. PROVIDE MINIMUM AGGREGATE OF 10 MIL PLASTIC AS LINER. SECURE LINER TO PREVENT ' - O INFILTRATION & REPLACE AS NECESSARY FOR TEARS. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. i TABLE I STATE OF NEW PORK `� U ---► i I x HIGHWAY SPEED CONDITION '_ = DEPARTMENT OF TRANSPORTATION Q 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" ; i I5 I 2 ALL SPEEDS PROTECTED BY BARRIER 0 z l ' 7 •50 MPH U.S.CUSTOMARY STANDARD SHEET � DEVELOP IN THE SILT FENCE. i I 6 :50 MPH CONCRETE WASHOUT AREA 6. ENVIRO-FENCE WITH INTEGRAL MESH IS ACCEPTABLE SUBSTITUTE. I o O a 1 CONSTRUCTION ENTRANCES ' ,..� O I STAKE SI��N�C ) APPROVED FEBRUARY 09. 2010 ISSIED UNDER EB 09 036 W2"x 4" WOOD SCA TYPICAL CONSTRUCTION ENTRANCE PLAN FOR RICHARD 1.T LEE, P.E. O �. FRAME FABRIC (CUT/DITCH FILL SECTIONST EFFECTIVE DATE: 09/02/20I0 FOR THE DEPUTY CHIEF ENGINEER 209-OS < STABILIZED CONSTRUCTION ENTRANCE W =III- um - =1 I I=1 I I=1 I I=1 I I=I i •. PROPOSED GRADE NON-WOVEN NEEDLE PUNCHED PROPOSED GRADE SEE PLANS) GEOTEXTILE FABRIC BETWEEN STONE (SEE PLANS) �� =III=III=III=III= MULCH AND BIORETENTION SOIL MEDIA AS SHOWN ON PLAN O I-III-III-III-III = 2-3" DEEP LAYER OFF I-III=III III I I, T ROLLED RIVER STONE MULCHL,ill W U OVERFLOW GRATE ELEVATION END SECTION Q ' _11��11lllll�lllllTl= JLn -L 11 6" PONDING (MIN.) (--- FRAME BURIED FABRIC 0 PIPE DIAMETER (VARIES) 0 Z N _III-III-IIILd w DROP INLET III-) III zs. WITH GRATE I Z (L -IIIIIII I I- �.i.,. � � z• a III-) III W J - F - W W ^ I J _III-III-I I I- F GATHER EXCESS - - - xW AT CORNERS _ - - - PROVIDE NON-WOVEN NEEDLE PUNCHED 1 - - - :. • : : 8- 6 -) III I I I I-� GOT XTIL FABRIC B TW N NATIV Sol •_ (�gRrF JOB NO: 072 E E E E EE E L -,. S) END SECTION ROCK RIP RAP CONFORMING TO NYSDOT MEDIUM STONE FILL AND BIORETENTION SOIL MEDIA. (MIRAFI 140N ::: PER NYSDOT STANDARD SPECIFICATION SECTION 733.XX SCALE: NA OR APPROVED EQUAL) in:= DRAWN: AMF PROVIDE 1' LAP FOR GEOTEXTILE FABRIC 1>d a... �. I INVERT UP SIDE WALL OF BIORETENTION AREA DESIGNED: AMF PROVIDE NON-WOVEN NEEDLE PUNCHED UNDERDRAIN GRAVEL THICKNESS SHALL BE EQUAL TO DATE: 04/22/16 1/4"-3/4" PEA GRAVEL GEOTEXTILE FABRIC BETWEEN FILTER STONE 1.5 TIMES THE DIAMETER OF THE AND BIORETENTION SOIL MEDIA. (MIRAFI 140N ASHTO M-43. N0. 67 LARGEST STONE. REVISIONS CONSTRUCTION SPECIFICATIONS OR APPROVED EQUAL) dMAX=15" 6" PERFORATED PVC MINIMUM MAT THICKNESS=24" DATE BY REVISION 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT BIORETENTION AREA NOTES: UNDERDRAIN ® 0.0% TERM APPLICATIONS. SEPARATION FABRIC S 2/09/17 AF REVISED PER TOWN COMMENTS 1. BIORETENTION SOIL MEDIA: �°p 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE A. COMPOSITION - E BIORETENTION SOIL MEDIA SHALL CONFORM TO NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S (NYSDOTS) (I/ NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. BIORETENTION AND DRY SWALE SOIL" AS SPECIFIED IN NYSDOT STANDARD SPECIFICATION 208.01030022. qR/ 6/21/17 AF REVISED PER TOWN&NYDOT 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM B. TESTING - CONTRACTOR SHALL PROVIDE A CERTIFICATION OF BIORETENTION SOIL MEDIA COMPOSITION PRIOR FSJ COMMENTS LENGTH OF 3 FEET. TO THE START OF WORK. UPON PLACEMENT OF BIORETENTION SOIL MEDIA, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM OF 18 INCHES DEEP. SHALL BE PROVIDED LTOOAND ACCEPTED BY THERATORY ANALYSIS ENGINEER NGIN ER PRIOR TOYING THE ABOVE OPRO ECTTNCLOSE-OOUT.�Y TEST RESULTS BIORETENTION AREA 4/03/18 AF REVISED PER TOWN COMMENTS SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE C. PLACEMENT- IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF THE BIORETENMON SOIL MEDIA DURING CONTROL STRUCTURE FILTER FABRIC FOR SUPPORT. PLACEMENT. PLACE BIORETENTION SOIL MEDIA IN LIFTS NO LESS THAN 12" BY HAND OR LIGHT/COMPACT LOADER. RE: FIELD INLET DETAIL 3/25/20 AF MISC.REVISIONS DO NOT USE HEAVY EQUIPMENT WITHIN BIORETENTION AREA. RE: BIORETENTION DESIGN 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 2. MULCH: ROLLED RIVER STONE, MIX OF 1-3" DIAMETER STONES. SUMMARY FOR INLET SIZE 3' 2/17/23 AF PLANNING BOARD SUBMITTAL 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER 3. CONSTRUCTION SEQUENCE: THE BIORETENTION AREA MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING FLOW STABILITY. DRAINAGE AREA(S) HAVE BEEN STABILIZED. 7/26/23 AF TOWN SUBMITTAL 4. LANDSCAPING: REFER TO LANDSCAPING PLAN FOR PLANTINGS WITHIN THE BIORETENTION AREA. BIORETENTION DESIGN SUMMARY: AREA DESIGNATION AREA #1 AREA #2 AREA #3 \\\ 2 SURFACE AREA 490 SF 213 SF 930 SF ��\\��000 1 N SOIL MEDIA DEPTH, D 2.5' 2.5' 2.5' /\�j\\�/ O O UNDERDRAIN ELEVATION 439.50 440.25 440.25 \�\\�\i \\•\ 8 O DROP INLET PROTECTION OVERFLOW ELEVATION 443.50 444.25 44a.25 ° ,//\// 2 °`�' ° / /\\/\\ COPYRIGHT©2023 MARATHON ENG. STONE MULCH ELEVATION (TOP OF STONE) 443.00 443.75 443.75 SUBGRADE �j\\\\\ //\//\�/�/A SCALE: N.T.S INLET SIZE za"Xza" za'Xza" za•Xza" W' BIORETENTION AREA NYSDOT MEDIUM STONE FILL `�, OF NEw 4 SCALE: N.T.S THICK(NYSNESS SS HALLT ITEM 3BEXEQUAL TO �G�NLeYF��'y �� 2 TOP OF STONE 1.5 TIMES THE DIAMETER OF THE r 0000 1 LARGEST STONE. \j\\j O o dMAX=15" 40g8 CREST ELEVATION NOTES: MINIMUM MAT THICKNESS=24" n T II N FD SUBGRADE \\ \\\\ 'o ° /////��//:�//�\\//\/// 1. GRADE SUBGRADE BELOW RIP-RAP PAD SMOOTHLY BEFORE PLACING THE STONES. / j \\\�\\/ 2. PLACE SEPARATION FABRIC UPON SUITABLE SUBGRADE PRIOR TO PLACEMENT OF STONES. O OROF ESSION 12" THICK LIGHT STONE FILL 5 PIPE OUTLET PROTECTION ADAM M. FISHEL NOTES: NYSDOT ITEM #733.XX SCALE: N.T.S 1. GRADE SUBGRADE BELOW RIP-RAP PAD SMOOTHLY BEFORE PLACING THE STONES. 2. PLACE SEPARATION FABRIC UPON SUITABLE SUBGRADE PRIOR TO PLACEMENT OF STONES. 3. ALL STONES TO BE SPACED 1"-3" APART AND PLACED BY HAND. Comfort 4. RIP-RAP SHALL BE GROUTED WITH LEAN GROUT SUCH THAT NO CAVITY OR VOID SHALL DRAWING TITLE: EXIST UNDER THE STONES } } 5. EXTEND GROUTED SPILLWAY DOWN THE INSIDE AND OUTSIDE OF THE POND. Detail Sheet INN & SUITES 4. CREST ELEVATION NOTED IN THIS DETAIL SHALL BE TOP OF STONE SPILLWAY ID WIDTH. W CREST ELEVATION TOP OF STONE (1 of 7) BIORETENTION AREA #1 3.0 FT 443.75 444.50 Tj BIORETENTION AREA #2 3.0 FT 444.40 445.15 IEEE BIORETENTION AREA #3 5.0 FT 444.40 445.15 9 of 21 EMERGENCY SPILLWAY OUTLET SHEET No: �_6 . 0 7 0728-16 JOB No: DRAWING No: 1-Y2" 1-Y2" CAST-IN-PLACE OR FORMED r 2-Y2" 2-Y2" CONC. CURB, 4,000 P.S.I. 1.6" TO 2.4" O 6 6 g» AIR-ENTRAINED CONCRETE BASE DIAMETER " " MATCH ADJACENT CURB 5 N ON FINISH (RUBBED) CONC. 1 8" FINISH GRADE TO A UNIFORM SURFAC &LIIIIIUM E 3 MAN �01 00 OO 0 0000000000 000 00 00000 02" ENGINEERING =3/D' TACK-COAT GRADE LINE 0000000000 vo 0.9" to 1.4" ROCHESTER LOCATION FACE OF CURB 6" 5 8 5 -39 CASCADE DRIVE DOME SPACING DOME SECTION TER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION Li-112" ASPHALTIC CONCRETE TOP COURSE 2" ASPHALTIC CONCRETE TOP COURSE HMA D o 6.. DETECTABLE WARNING FIELD 840 HANSHAW RD, STE 6 N.Y.S.D.O.T. 402.098203 - 9.5 F2 (80 SERIES COMPACTION) N.Y.S.D.O.T. 402.098203 - 9.5 F2 (80 SERIES COMPACTION) SEE PAVEMENT - - - I T H A C A , NY 14 85 0 SECTION7 Du 6 0 7 - 2 4 1 - 2 9 1 7 2-1/2" ASPHALTIC CONCRETE BINDER COURSE 3" ASPHALTIC CONCRETE BINDER COURSE HMA ..° -. :111_ N.Y.S.D.O.T. ITEM No. 402.198903 - 19 F9 (80 SERIES COMPACTION) N.Y.S.D.O.T. ITEM No. 402.198903 - 19 F9 (80 SERIES COMPACTION) - 1- - _ _ DETECTABLE www.marathoneng.com 11=111=111= II C III WARNING FIELD 8" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM 12" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM 11 IiI-III-III-III No. 304.12 TYPE 2, 6" LIFT MAXIMUM No. 304.12 TYPE 2, 6" LIFT MAXIMUM 3" -II-I I- FLARED SIDE (TYP.) WELL COMPACTED SUBGRADE WELL COMPACTED SUBGRADE CRUSHED STONE OR DRY SLOPE 1:10 11 CONCRETE MIX LEVELING COURSE N GEOTEXTILE FABRIC - MIRAFI 50OX GEOTEXTILE FABRIC - MIRAFI 50OX NOTES: CURB TRANSITION o OR APPROVED EQUAL OR APPROVED EQUAL /I w 1. PROVIDE 7" REVEAL AT DROP INLETS `t o 2. PROVIDE CONSTRUCTION JOINTS WITH AT 20' INTERVALS AND 2'-0 J cn CURB cn W REGULAR DUTY PAVEMENT SECTION HEAVY DUTY PAVEMENT SECTION EXPANSION JOINTS AT 80 MAXIMUM SPACING. EXPANSION JOINTS SHALL z BE FORMED WITH PRE-MOLDED BITUMINOUS JOINT FILLER. 1 2 6" MIN. FULL DEPTH TOM �8" MAX. RAMS T 5'-0" MIN. T 6'-0" _ uj O CONCRETE CURB TRANS. Lij FLUSH CURB TRANS. < 3 DETECTABLE z LLJ F WARNING FIELD 44 co IEEE NOTE: 12" � O NOTE: O SIGN TO BE CENTERED SIGN TO BE CENTERED SEE LIGHTING SCHEDULE w AT THE INTERIOR END AT THE INTERIOR END 12 a- AT "/FT. z OF PARKING SPACE OF PARKING SPACE 1"/FT. � �� GREEN �{ NYS MUTCD P4-6C SLOPE SLOPE o - IEEE I I I I LsESFI(VE REFLECTORIZED SIGN w CONSTRUCTED OF 16 GA. RED 2'-0• N Z PA KING PORCELAIN STEEL WITH N 0 4" STEEL PIPE POST PAINTED ~ LA A BEADED TEXT OR EQUAL. M z °° LA PARK NG A w Lu 6" MIN. J O r wo 6'-0" �SEEAN 6'-0" CURB `� U WHITE c� TRANS. FLUSH CURB TRANS. _ A^Iv FILL PIPE WITH 3,000 PSI CONC. 8" MAX. WHITE ANY r. AND CROWN TOP cn BLUE TIME t w POLE PER VENDOR'S SPECIFICATIONS z �, NOTES: O Y `n 1. SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM R=1/2" M FINISHED TRANSVERSE TO RAMP. Z 2" x 2" SQUARE UNISTRUT POST O O (GALV. STEEL) VARIABLE LENGTH R=1/2" NYS MUTCD P1-7C 2. REFER TO TYPICAL SIDEWALK DETAIL FOR MATERIAL W o (PERFORATED) GROUND LUG ON POLE SPECIFICATIONS. 2 1/4 " x 2 1/4 " SQUARE UNISTRUT 3. DETECTABLE WARNING FIELD SHALL EXTEND THE FULL O POST BASE (GALVANIZED STEEL) ACCESS PANEL:�. GROUNDING CLAMP ON CONDUIT WIDTH OF CURB RAMP OR FLUSH SURFACE. 3" x 3/8 " BOLT (ZINC PLATED) OUTSIDE BASE 3/4" LEVELING NUTS 4. DETECTABLE WARNING FIELD SHALL BE "CHARCOAL" IN um o AND 3/8 " 0 NUT (ZINC PLATED) r COLOR, UNLESS OTHERWISE SPECIFIED IN THE 1" GROUT WITH 1" CHAMFER CONTRACT DOCUMENTS, OR AOBE. �r (4) 3/4"0 HOOKED ANCHOR BOLTS W K ° IIII .II IIIF OR BOLTS AS REQ'D. BY LIGHT POLE I ACCESS RAMP / II III ° MANUFACTURER 3 8 " CAP SCREW w 1 III.. 111 (ZINC PLATED) x O I dill III W SIGN FACE 3/8 FLAT WASHER zill�Li �Ilfi` FINISHED GRADE U / \ (ZINC PLATED) I al I I° Li 2" x 2" SQ. a UNISTRUT POST = _ _ = � _ I ii. ii j ) #5 VERTICAL BARS 4 (3/8 " HEX NUT _-I��- - LL (ZINC PLATED) r z I °' I~�P #2 TIES © 10'o.C. O SECTION A - A ¢ r x � II a ii° p I, #8 COPPER CONDUIT TO GROUND ROD z SIGN o �,�L_-1 x 3/4% 8'-0" COPPER GROUND ROD 0 POST WITH NO OI o a I b a v\\\ POST WITH RESERVED POST WITH NO PARKING � - �_--- - PARKING PARKING SIGN ANYTIME SIGN ------ I a ° - -- ANYTIME SIGN p POST WITH RESERVED POST WITH RESERVED 8 v PARKING SIGN PARKING SIGN 3,000 PSI CONCRETE ° - PVC CONDUIT, POLE TO POLE, SIZE AS REQ'D. al I JOB NO: 0728-16 Z r I ° 24"0 4,000 PSI CONCRETE BASE; Y -°.�°� RUB CONCRETE SMOOTH ABOVE GRADE RAMP FLUSH CURB RAMP SCALE: NA Li SECTION SIDEWALK ¢ DRAWN: AMF NOTES: DESIGNED: AMF TYP. 6" 1. POLE BASE MAY BE PRECAST BY LAKELANDS (LB24D) 2. LIGHT POLE MANUFACTURER TO SUPPLY ANCHOR BOLTS, DATE: 04/22/16 12" OUTSIDE BASE, AND BOLT PATTERN TEMPLATES. REVISIONS TYP. NOTE: PROVIDE PLASTIC COVER (COLOR BY OWNER) 3. IN PAVEMENT AREAS CONCRETE BASE SHALL EXTEND 24" J MINIMUM ABOVE ASPHALT. IN PROTECTED LANDSCAPE AREAS DATE BY REVISION EL WHITE SOLID WHITE SYMBOL ON BLUE BACKGROUND WHITE n45* IN ACCORDANCE WITH SECRETARY OF (BEHIND CURB) BASES SHALL HAVE A MINIMUM OF 6" 5/8" DIAMETER 10" LONG SMOOTH w �� 2/09/17 AF REVISED PER TOWN COMMENTS w PAVEMENT STATE PURSUANT TO SECTION ONE STEEL BOLLARD REVEAL ABOVE FINISHED GRADE. Ln MARKING HUNDRED ONE OF THE EXECUTIVE DOWEL. GREASE ONE END, LOCATE 12 (TYP.) LAW.(TYP.) 7 LIGHT BASE 6/21/17 AF REVISED PER TOWN&NYDOT FROM END OF SLAB & 18 O.C. 5/8" DIAMETER 10" LONG SMOOTH FIRST SLAB ELASTOMERIC JOINT FILLER COMMENTS DOWEL. GREASE ONE END, LOCATE 12" 8 1/8" SAWCUT 1/2" EXTRUDED JOINT FILLER 3/25/20 AF MISC.REVISIONS FROM END OF SLAB & 18" O.C. 1/3 SLAB THICKNESS • •• 2/17/23 AF PLANNING BOARD RESUBMITTAL ELASTOMERIC JOINT FILLER `. "•::'f �.: ;:;w SEE PLAN 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" D v �''•r SECOND SLAB 48'-0" 1/8" SAWCUT FIRST SLAB 1/2" EXTRUDED JOINT FILLER �'~'�1;•':•'' ' ' 7/26/23 AF TOWN SUBMITTAL •..yt }• • .• • ...1 .• .• • .,� . TYP. FOR RESERVED PARKING STALLS 1/3 SLAB THICKNESS L , .,., 4 : 6., ;`'':• , , PARKING a �. + s CONTROL/SCORE JOINT CONSTRUCTION/EXPANSION JOINT d D � • ° a D/2 : ' ::,; SECOND SLAB SEE PLAN RESERVED PARKING AND SIGNAGE "' " 6" REVEAL ON CURBING, TYPICAL 6 CONSTRUCTION EXPANSION JOINT 5" CONCRETE SIDEWALK UNLESS NOTED OTHERWISE COPYRIGHT©2023 MARATHON ENG. CONTROL SCORE JOINT / BUILDING, RE: ARCH 6" SUBBASE MATERIAL PAVEMENT •• (RE: DETAIL) 6" TYP SEE PLAN :r.. ,;.;. 12„ �, OF NEIV " CONCRETE SIDEWALK ELASTOMERIC JOINT FILLER ••...6", P �C4CINLEyX,� �0 1/2" EXTRUDED JOINT FILLER 6" SUBBASE MATERIAL :.. .�. a. • •f. \ \ .•.� • a • : s • .a : . / COMPACTED SUBGRADE 14 C STONE SUBBASE COMPACTED SUBGRADE CONCRETE NOTES N.Y.S.D.O.T. ITEM NO. 304.14OFESSIONP�' STONE SUBBASE 1. CONCRETE SHALL BE 4000 PSI AIR-ENTRAINED MIX. ADAM M. FISHEL N.Y.S.D.O.T. ITEM No. 304.14 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS NOTES: EXPOSED AGGREGATE CONCRETE) AND TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER. 3. EXPANSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES. 1. CONCRETE SHALL BE 4000 PSI AIR-ENTRAINED MIX. 4. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF DRAWING TITLE: Comfort EXPOSED AGGREGATE CONCRETE) AND TWO COATS OF A MEMBRANE FORMING CONCRETE PLACEMENT. SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER. 5. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY Detail Sheet 3. EXPANSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES. IN CERTAIN AREAS-COORDNIATE WITH OWNERS ONSITE REP PRIOR TO SCORING INN & SUITES 4. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE SIDEWALKS WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF (2 Of 7) CONCRETE PLACEMENT. 5. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY RAISED CONCRETE SIDEWALK WITH IN CERTAIN AREAS-COORDNIATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS INTEGRAL CURBING 10of21 CONCRETE SIDEWALK g 1 O SHEET No: c-6 . 1 0728-16 JOB No: DRAWING No: r 4 TOPSOIL SEE PAVEMENT SECTION EJ CASTINGS OR APPROVE �FIELD INLET DROP INLET ow" EQUIVALENT _ 1" CURB STOP 12 Tj CAV =11IIIII WATERTIGHT PICK HOLE MIN INLET FRAME & GRATE TO &L41M4 �IIIII CAST IRON MANHOLE FRAME AND COVER N.Y.S.D.O.T. — — — SET IN MORTAR BED WITH MORTAR MEET N Y S D . STANDARD ENGINEERING N z SHEET 655 3. =11 "III'-III- FINISHED GRADE COMMON BACKFILL PLACED AND ll= ^ III FILLET ALL AROUND = ROCHESTER LOCATION COMPACTED IN 12" LIFTS =1 — — — III: SLOPE SLOPE \\\\\\\\\\\\ \\\\\\\\\\\\\\\, GRADE II '-�=' �:` ::::= I- � _ / / / / / / / / / / � 39 CASCADE DRIVE .I ., FRAME SHALL BE SET R O C H E S T E R, NY 1 4 6 1 4 _ "ROB" BACKFILL PLACED AND j\//�//\//��//��// _ X //��//�\/�\/�\/�\/�\//�\/� 1" BELOW FINISHED 5 8 5 - 4 5 8 - 7 7 7 0 '�' COMPACTED IN 12' LIFTS Q FINISHED GRADE PAV T. SLOPED EXCAVATION AT — — — BRICK OR PRECAST SPACERS cv� FILL ALL AROUND WITH CONCRETE TYP. PAVEMENT SECTION ITHACA LOCATION CONTRACTORS OPTION (MAX. 3 COURSES) --- EXCEPT IN PAVEMENT. COAT WITH 840 HANSHAW RD, STE 6 PROVIDE SHEETING AS _ _ 24" APPROVED BITUMASTIC COAL TAR 1" COPPER (MIN) ITHACA , NY 14 85 0 NECESSARY TO MEET COMPACTED "ROB" REINFORCED PRECAST CONCRETE ——— SEALER. 6 0 7 - 2 4 1 - 2 9 1 7 OSHA STANDARDS & �I FLAT COVER SLAB WITH 24" DIA. RISER AND COVER SLAB JOINTS AND WELD BOTH REQUIREMENTS. - a MANHOLE STEPS ECCENTRIC MASONRY OPENING SIDES o. 3 8"0 TOP & BOTTOM www.marathoneng.com LIFT HOLES SHALL BE FILLED WITH ANGLE 1��"AM3/8„ .o 0 0 �. / ALL SIDES WWW•marathOnen COm SPRING LINE - Q O :lI NON SHRINK GROUT AND SEALED WITH a o 2" o. II o 00 a ANCHOR (SEE DETAIL) 0o O• o0 2 COATS OF APPROVED BITUMASTIC z UNIFORM MIXTURE OF N0. 1 •. � II ° COAL TAR SEALER CORPORATION STOP o . �. SUPPORTING ANGLE � =000 o AND NO. 2 CRUSHED STONE 3/8"� d 5"x3 1/2"x1/2" 0o z °o0 2„ 0000 �o �- o 000o BACKFILL SHALL BE SELECT MATERIAL - a . REBAR Q _ _ _ (NYSDOT SPEC. 203-2.02) IF OUTSIDE 12" PIPE 12" PAVEMENT. IF IN PAVEMENT, BACKFILL REINFORCED PRECAST CONCRETE WATER MAIN v KEYWAY MIN. O.D. MIN. SHALL BE CRUSHER RUN STONE DIAMETER VARIES RISER SECTIONS (ASTM C-478) ° cr (NYSDOT SPEC. 304-2.02, TYPE 2) as SEE SCHEDULE v REINFORCEMENT SHALL BE #4 BARS © 12" ON CENTER REQUIRED TRENCH WID H ^ o. � d. . .n. EACH WAY z NOTE: IMMEDIATELY PRIOR TO THE AUTHORITY PLACING WATER MAIN/WATER SERVICE SUPER "0" RING JOINT AND GASKETS a.a INTO SERVICE THE CONTRACTOR IS REQUIRED TO REMOVE ALL CORPORATIONS ANCHOR r LL (ASTM C-443) ASSOCIATED WITH TEMPORARY FACILITIES SUCH AS SAMPLING/DISINFECTION TAPS 2"x3/16"x4" v. . ► BACKFILL WITH #1 & #2 O SANITARY TRENCH AND REPLACE WITH A THREADED BRASS PLUG. THE INSTALLATION OF THE PLUG (WELD TO 4 REQ D )ANGLE T 'T � p CRUSHED STONE COMPACTED PRECAST OR POURED CONCRETE MUST BE WITNESSED BY A WATER AUTHORITY REPRESENTATIVE. 6, 6 IN 12" LIFTS � 1 MANHOLE BASE (ASTM C-478) ANCHOR DETAIL v PRECAST SECTION SHALL BE Z LLJ COAT INSIDE AND OUTSIDE SURFACES DISINFECTION/SAMPLING TAP o 6"0 OPENING 3 SIDES . .v . 4000 P.S.I. CONCRETE H(PRIVATE) WITH 2 COATS OF APPROVED BITUMASTIC COAL TAR SEALER (ASTM D-450, TYPE B) PIPE PROVIDE 4" PVC PERF C0 DIA. 8" MIN. DIA. PIPE v PIPE 18" LONG L. N a 1/2" PER FT. SEAL OPENING WITH FLEXIBLE RUBBER SLOPE O IEEE WATERTIGHT PIPE CONNECTION CAST-IN-PLACE CONC. EPDXY GROUT I °a INVERT TO DRAIN (100% SOLIDS) 3000 PSI CONCRETE BENCH WALL BRICK SEWER INVERT OR HALF PIPE O For pavement areas: " . a (ASTM C-32) 2" RECESS Syracuse Casting # 4155, <.° v i� E'. I or OPW 104-A, or equal Brass Screw Plug In d 6" w — — ... — Frame & Cover Installed Treaded Hub (HS 67) L Flush with Finished Grade 10„ (no substitutes) 6" n.Q ..e. Q < a a 6" o .� m. . a 4 a, 4,> cn. . .44 6" o0 0 0 0 6" MIN. #1 AND #2 CRUSHED STONE Grade (NYSDOT GRADATION TABLE 703-4) o 0 0 0 00 >0 0 0 ° 0 °o 00 0° 00 � 6" CRUSHED STONE � Z LEVELING BASE THOROUGHLY COMPACTED FRAME LID/ GRATE E J ° 0° ° ° o ° 0 ° o #1 & #2 LU SEWER `/\/\/\/\/\/\/\/\/\/\/\/\�\�\�\�\/\/� / CASTINGS #12031 E SOLID, SECTION A-A UNDISTURBED EARTH FINISHED GRADE #00120309-CATCH BASIN, OR Z U C.O. APPROVED EQUIVALENT. NOTES: 1.) PRE-CAST INLET SECTIONS SHALL BE MANUFACTURED BY KISTNER, MODEL No. CB-24 (WITH KEYWAY) Q Q z NOTES: OR APPROVED EQUIVALENT. ° °a 2. THE INSIDE & OUTSIDE WALLS OF INLET SHALL BE COATED WITH BITUMASTIC. ECCENTRIC FLAT SLAB n BRICK & MORTAR, 3 COURSES - LETTERING 1" to 3" 17" 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING TO BE DESIGNED AND MAX. IF REQUIRED TO BRING ) O ON COVER Clearance AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. CONSTRUCTED FOR ° COVER TO SPECIFIED GRADE. IEEE Compacted Fill H-20 HIGHWAY LOADING. ° 4 ° 6 a m O 0 Tamped in 6" a ao Layers ITARY MANHOLE MA6.i► DROP/ FIELD INLETDWV, PVC, Female Adaptor, 0_�ANPRECAST REINFORCED CONCRETE � �IP THD X Socket RISER SECTION, CONFORMING TO (PRIVATE) A.S.T.M. C-478. U 5'-0" To Proposed Wall ° SEE SCHEDULE NOTE: Q It Is Recommended that all COAT INSIDE AND OUTSIDE SURFACES a ° Lateral Riser-y Solvent Weld Joints Be Made WITH 2 COATS OF APPROVED BITUMASTIC MANHOLE STEPS Schedule 40 ASTM D-2665 COAL TAR SEALER (ASTM D-450, TYPE B) U ( ) As Follows: a or SDR 21 (ASTM D-2241) iv a. Clean Dry Hubs & Spigots b. Primer Applied To Parts ° Being Connected. Glued Joint c. PVC Solvent Weld Cement Applied Directly Over Primer PIPE DIA. W U PP Y "0" RING A.S.T.M. - 443 4"-45° d. PVC Type I is Compatible For BACKFILL SHALL BE SELECT MATERIAL� ° +2" 1/8 Long Sweep Solvent Welding To SDR 21 Or (NYSDOT SPEC. 203-2.02) IF OUTSIDE 1/2%FT Ln _ Bend Street. All Any Other PVC Type I Pipe PAVEMENT. IF IN PAVEMENT, BACKFILL _� F-- Schedule 40. Made To "Steel Pipe" ° a . a PRECAST MANHOLE BASE ASTM D-2665 SHALL BE CRUSHER RUN STONE p. � 6" x 6" With 4" ( ) Outside Dimensions. (NYSDOT SPEC. 304-2.02, TYPE 2) + a Reducing Branch Glued Joint Plug For Testing, Plumbing Contractor GRADE a a p 0 DWV PVC Wye r_ 12" Min_ _ Shall Provide Adapter For Connecting ° a. a. CARRIER PIPE z ASTM D-2665 To Stub and Extension Into The Schedule 40 Building. Construction Manager Shall e ° ° (MUST EXTEND 5' BEYOND \\ 6" OF #1 & #2 STONE BEDDING CASING, BOTH SIDES) (TEE's not p o = Coordinate Horizontal and Vertical — o VALVE BOX � � �/' O allowed) C L� Location Between Contractors Prior To \ cli Start of Sanitary Lateral Installation. TO E ° \ UNDISTURBED EARTH L/6 L/3 L/3 L/6 0 0 o O N + FROM RUNNER (TYP) MAIN 0 = `� BLDG. NOTES: 5'-0" MIN. 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING CASING SPACER noLIL 0 TYPE 1 CRUSHED STONE AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. CARRIER PIPE JOB NO: 0728-16 FOR WIDTH OF TRENCH AROUND VALVE BOX STORM MANHOLE SCALE: NA O O o O O g DRAWN: AMF Push on Glued Joint Neoprene Compacted Crushed Gasket GATE VALVE 6"-SDR-21 Lateral Stone Fill DESIGNED: AMF Stone ASTM D-2241 DATE: 04/22/16 Bedding No. 1 Washed Stone Stone Bedding Push On Or A Mix Of No. 1 g Neoprene Gasket and No. 2 Washed Stone . . ; . . . . . . SOLID CONCRETE BLOCK REVISIONS Depth = 1/2 OD + 12" Min. �i MIN:4"X8"X1 6" PROVIDE BRICK AND DATE BY REVISION MORTAR BULKHEAD (BOTH STEEL CASING PIPE 4/03/18 AF REVISED PER TOWN COMMENTS ENDS) WITH 2" WEEP HOLES ON LOWER END REVISED PER TOWN COMMENTS NOTE: CASING SPACER (TYP) 6/06/18 AF PVC SANITARY/STORM CLEANOUT 1 . VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. 3 PER LENGTH OF PIPE (MIN) 3/25/20 AF MISC.REVISIONS 2 RUNNER (TYP) 2. VALVE SHALL NOT SUPPORT VALVE BOX. 2/17/23 AF PLANNING BOARD SUBMITTAL UNPAVED PAVED 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. CARRIER PIPE CASING PIPE CARRIER PIPE CASING PIPE 7/26/23 AF TOWN SUBMITTAL 4. ALL VALVES SHALL BE OPEN LEFT UNLESS OTHERWISE DIRECTED BY THE WATER CONTENTS POTABLE WATER N/A CONTENTS SANITARY SEWAGE N/A TOPSOIL-1SEE "TYPICAL PAVEMENT SECTION" AUTHORITY NOMINAL PIPE SIZE g" 15" NOMINAL PIPE SIZE g" 12" VALVE MATERIAL DUCTILE IRON PIPE (DIP) STEEL MATERIAL PVC STEEL 5 SPECIFICATION PER SPECIFICATIONS ASTM A-139 SPECIFICATION PER SPECIFICATIONS ASTM A-139 II GRADE OR CLASS PER SPECIFICATIONS (SEE NOTE 2) GRADE OR CLASS PER SPECIFICATIONS (SEE NOTE 2) JOINT RESTRAINED JOINT (RJ) WELDED JOINT PER SPECIFICATIONS WELDED 1-1 —� COATING PER SPECIFICATIONS COAL TAR EPDXY COATING PER SPECIFICATIONS COAL TAR EPDXY COPYRIGHT©2023 MARATHON ENG. METHOD OF INSTALLATION SEE CASING DETAIL JACK & BORE METHOD OF INSTALLATION SEE CASING DETAIL JACK & BORE COMMON CASING ENDS N/A AS DETAILED CASING ENDS N/A AS DETAILED QF NEB BACKFILL �- \/\\/\\/\\/\\/\\ z w SUPPORT SPACING Y3 LENGTH N/A SUPPORT SPACING Y3 LENGTH N/A CKINLEy `Q LLJ BACKFILL WITH R.O.B. SLOPED EXCAVATION AT GRAVEL IN 12" LIFTS CASING RUNNER NOTES: <" I' BACKFILL WITH SELECT FILL, NOTE: CONTRACTORS OPTION — — — — /\\ /\ 1.) CASING RUNNERS SHALL BE FURNISHED, ASSEMBLED, AND INSTALLED BY OR SUITABLE NATIVE SOIL, ✓\/ \/\. - 1.) EXTEND RJ PIPE 5' (MIN) BEYOND END OF CASING PIPE, BOTH SIDES. PROVIDE SHEETING AS //\\/ /\\//� z z RESTRAINED JOINTS WITHIN CASING SHALL BE FIELD LOK 350 GASKETS OR THE CONTRACTOR DURING INSTALLATION OF THE UTILITY IN THE CASING i COMPACT IN A MAXIMUM j�//� SLEEVE. NECESSARY TO MEET OSHA OF 6" LIFTS �/ \\/\: z APPROVED EQUAL. n <u / / / 2.) CASING RUNNER BANDS AND ASSEMBLY HARDWARE SHALL BE STAINLESS STANDARDS & REQUIREMENTS. �/\\ /\/� � 2.) STEEL CASING PIPE SHALL BE CONTINUOUSLY WELDED STEEL PIPE PER \// LO STEEL. BANDS SHALL BE A MINIMUM OF 14 GAUGE 304 STAINLESS STEEL. — — — IN ROCK, BACKFILL PIPE jj\j/ \\j\ ro ASTM A-139 GRADE B WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI, O F ZONE WITH SAND j\\j \/\, A MINIMUM TENSILE STRENGTH OF 60,000 PSI, AND A MINIMUM WALL STEEL RISER SHALL BE HIGH GRADE 304 STAINLESS STEEL. MINIMUM 10 o�OF GAUGE THICKNESS AND SHALL BE FABRICATED TO SUPPORT THE CARRIER ESSION /�\j \//� w z THICKNESS OF % INCH. PIPE AND ITS LIQUID LOAD. //\\/ /\\//� D_ 0 3.) CONTROLLED DENSITY FILL (CDF) SHALL BE K-KRETE (OR APPROVED > N EQUAL WITH A COMPRESSIVE STRENGTH OF 50 TO 100 PSI. FLY ASH OR 3.) CASING SPACERS SHALL HAVE AMPLE RISER HEIGHT TO LIMIT VERTICAL ADAM M. FISHEL ) MOVEMENT OF THE CARRIER PIPE WITHIN THE CASING PIPE. CASING PIPE WATER MAIN �i\\j\ \\j\� (.o OTHER POZZOLAN-CONTAINING MATERIALS ARE NOT ACCEPTABLE IN THE MIX SHALL BE AS NOTED ON THIS PLAN OR SIZED SUCH THAT 1 INCH MINIMUM STORM PIPE //\// / DESIGN. THE CONSISTENCY SHALL BE SUITABLE FOR PUMPING OR FLOWING CLEARANCE SHALL BE PROVIDED BETWEEN THE TOP RUNNER AND THE - O Q� - \ \/�\j j�\�\/�\�\/�\j� INTO THE ANNULAR SPACE BETWEEN A CASING PIE AND CARRIER PIPE. FILL INSIDE DIAMETER OF THE CASING PIPE. O O' poo %./i,/,/i, /i, i,/i./ INTO CASING SPACE FROM ONE END OF CASING. PUMP UNTIL CDF IS 0o O• 00 4.) RUNNERS SHALL BE A HIGH-PRESSURE MOLDED GLASS REINFORCED EVIDENT AT OTHER END OF CASING AND ALL VOIDS ARE FILLED. l� � POLYMER WITH A MINIMUM COMPRESSIVE STRENGTH OF 18,000 PSI, 2 =I 000 UNIFORM MIXTURE OF NO. 1 • 4.) CONTRACTOR SHALL CONTACT ENGINEER IF AN ALTERNATE CASING PIPE INCHES IN WIDTH AND A MINIMUM OF 8 INCHES LONG, OR AS APPROVED DRAWING TITLE: 0o AND N0. 2 CRUSHED STONE SIZING IS REQUIRED BASED ON RUNNER SIZE AND SPECIFIED CLEARANCES. BY THE AUTHORITY HAVING JURISDICTION. 0000 D z 010 0000 6" MIN IN ROCK 5.) THE RUNNER SHALL BE ATTACHED TO THE BAND OR RISER BY % INCH Detail Sheet O00 12" MIN IN SOIL . WELDED STAINLESS STEEL STUDS AND LOCK NUTS, WHICH SHALL BE — _ TRENCH LIMITS (3 of 7) —I� - = RECESSED ADEQUATELY BELOW THE WEARING SURFACE ON THE RUNNER. NOMINAL PIPE DIA + 24" 6.) THE BAND SECTION SHALL BE BOLTED TOGETHER WITH 304 STAINLESS 8" PIPE 8" STEEL STUD, NUTS AND WASHERS. HARDWARE SHALL BE 5/6 INCH. MIN. O.D. MIN. 7.) A MINIMUM OF 3 CASING RUNNERS SHALL BE PROVIDED FOR EACH LENGTH OF CARRIER PIPE PLACED WITHIN THE CASING PIPE. SPACING SHALL NOT WATER SERVICE TRENCH BE GREATER THAN 5 FEET. 11 of 21 STORM TRENCH 6 UTILITY CASING C-6 .2 SHEET No: 3 10 SOLID PIPE 0728-16JOB No: DRAWING No. \ / = 3" X 10" PRESSURE TREATED TIMBER RAIL >r (CONTRACTOR SHALL HAVE MATERIAL 1 0"X1 0"PRESSURE I I APPROVED BY OWNER PRIOR TO INSTALLATION) TREATED TIMBER POST THIN BRANCHES BY 1/3 uAv RETAINING NORMAL PLANT SHAPE SHRUBS SHALL BE SLIGHTLY HIGHER IN ENGINEERING RELATION TO FINISHED GRADE THAN THEY ROCHESTER LOCATION / WERE TO PREVIOUS EXISTING GRADE 3 9 CASCADE DRIVE FASTEN TRUNK TO STAKE WITH TREE SHREDDED BARK MULCH RING OR RUBBER HOSE (INTERTWINED) -H R O C H E S T E R, NY 1 4 6 1 4 #14 GA.-GALVANIZED WIRE, DOUBLE iv 5 8 5 - 4 5 8 - 7 7 7 0 SINGLE PLANTING (3" UNIFORM THICKNESS) STRAND, TWIST TO TIGHTEN 10't SEPARATION ITHACA LOCATION OR CONTINUOUS BED DISTANCE 840 HANSHAW RD, STE 6 CREATE SHALLOW SAUCER AROUND RECESS 5/8" CARRIAGE BOLT ITHACA , N Y 1 4 8 5 0 SHRUB WITH TOPSOIL (MIN. 6" HT.) Comfort WITH WASHER AND HEX NUT LOCATE ANCHOR STAKES 18" (MIN.) 6 0 7 - 2 4 1 - 2 9 1 7 FINISHED AWAY FROM TREE TRUNK, PARALLEL TO WWW.Marathonen Com PREPARED PLANTING SOIL \ / // //\ . / //\ INN & SUITES GRADE PREVAILING WIND. T-RAIL IRON STAKE aI aI ° FOLD DOWN OR CUT & REMOVE TOP 1/3 OR WOODEN SUBSTITUTE. ANCHOR OF BURLAP. IF NON-BIODEGRADABLE < FIRMLY. KEEP FROM DAMAGING ROOTS WRAP OR CONTAINER IS USED, REMOVE OR ROOT BALL WHEN INSTALLING. COMPLETELY \ z ' G a G n O CROWN OF ROOT BALL SHALL BE � � � I I°� � I I°� � �- \,�\/i�\/ 9" MIN. 3" ABOVE FINISHED GRADE. d I I 3000 PSI CONCRETE a a ' COMPACT SUBSOIL TO NOTE. SHREDDED BARK MULCH (MIN. 3" 1 1 - 1 I . 6" MIN. Lu PREVENT SETTLING IN HEAVY, CLAY SOILS, FINISH PLANT c COMPACTED DEPTH). `a 1 ae a I a� z CROWN OF BALL 3" ABOVE GRADE , FOLD DOWN OR CUT AND REMOVE TOM LL- TOP1/3 OF BURLAP. IF d a , SHRUB PLANTINGS NON-BIODEGRADABLE WRAP IS W F_ 1 "y USED, REMOVE COMPLETELY. CREATE 6' DIA. SOIL SAUCER AROUND LLJ IEEE < TREE WITH TOPSOIL (MIN. 6" HT.). 18" 3" MIN. III POTTED PLANTS OR ROOTED CUTTINGS- FINISHED GRADE O SPACING DS INDICATED IN PLANTING LIST PREPARED PLANTING SOIL. TIMBER GUIDE RAIL O (SEE LANDSCAPING PLAN) \\\\ \\\\\\ COMPACTED SUBSOIL 2"x 4" PRESSURE TREATED NAILERS (TYP.) MULCH (MIN. 3„ IEEE PREPARED PLANTING /��/�\ / - B ACK FI LL (MIN. 6" >0 � - FINISHED GRADE !%/%/%/%\ %/%/%/%/%/%/%/%/%/ �/%/%%/%\� � z PLAN VIEW z -I -I 1- 12"TYP. z O 1-111-III-I U _ _ CONIFEROUS PLANTINGS 6"x 5/4" PRESSURE TREATED BOARD FENCING (TYP.) - o z _ 11 IX 6"x 6" PRESSURE TREATED POSTS (TYP.) LLI 1-T�- -111-� -1 1-111-111-1IEEE -III=1 1=I 1=I 1=I 1=I 1=I 1=I 1=I 11=I 11=I 11=I 11=I 11=I 11=III I I 1=III I I 1=I 11=I 11- �� -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -111-1 I I-1 -1 -1 �� BASEMENT WALL CAP CLEANOUT WITH IRON CAP O 1 I-III-III-1 -I -I I-III-III-III-I -I -I -I -I -I 11...I I -I 11. ,III-I 11.. I I W 6 �UNDISTURBED SOIL HOUS MAIN z 13-8 (FACE OF EIFS) Lu LLI GROUND COVER PLANTINGS T I N G S CLEANOUT W/ oW 12 1cr '-0" (rdlemruue aEAe) 10.1PREFINISHED METAL COPING 2 CLEANOUT W/ IRON CAP J w o E.I,F.S. ON 2" MINIMUM EPS INSULATION ON 8" �� IRON CAP PROFILE OF HOUSE TRAP AND VENT w� Lu 1 CMU BACK-UP WITH HORIZONTAL REINFORCEMENT Auj E7CCUIIV�'22•"E O o cn CL _ STEEL SLEEVE IN CONCRETE TO ACCEPT O 75' MAXIMUM 40' MAX � 04' CANE BOLTS BETWEEN CLEANOU Al0 0 2"s2" GAL'I1A' IhED TUBE STEEL FRAME IMTH 1/8" UJ Q cc STEEL PLATE INFILL ON BACK SIDE OF FRAME 0 0 PRUNE 1/3 OF CROWN BY Q O I 4"v4" GAL'V4jL IZED TUBE STEEL WTH MINIMUM 4 Q THINNING AND SPACING BRANCHES. CLEANOUT W G� It TIES PER JA6+1B I[,JT0 [,IrSONP) 'AALLS Ln = DO NOT CUT THE LEADER. / CLEANOUT IRON CAP - NCRETE FOUNDATION � - -1 I I I i I I I I I i�I I I-I I=1 I I� . • III-I I IJ I I I I LI I I,�I I I I I i I I I I I i I I I I I�I I I I- I I;I I I I� . ^ -III-III-1 11-1 I I-1 I I I�I I I I_,,III-1 I I-1 I I;,III-III -III_ =1 I I-I 11=J- _ .P I La•..1 it l l- -I a cl l l III -I P III- -III=III `' I I I I o LL- �, _�I �=I I -IJ� 'ITIP- ' I I <f_lll I ` I I : 'EIS ? LI u O FASTEN TRUNK TO STAKE WITH TREE ��' d II� .I Iz b I-i -I I a l I . 1 1 a 1 1 . EI I a1 1 EI E:z z RING OR RUBBER HOSE (INTERTWINED) 111 �I, -III .a a � ��: , a Ill o #14 GA.-GALVANIZED WIRE, DOUBLE III .° I ." _ 11 .° I I '.a�II�I = I. I .� T 1'-4 STRAND, TWIST TO TIGHTEN -P. I �. II_ �. I �, f�fIII= 3500 PSI I I r1f111= �I I 1 '^ a 11-I CONCRETE a t O A . . 117 (TYP.) 11� J If I�- ILi d.: ITI-�� FRONT ELEVATION LOCATE ANCHOR STAKES 18" (MIN.) MARK CAP "SEWER" 11 �r7_I-1�111=n ICI r�-ttTlnlll 6" MIN.111 1 AWAY FROM TREE TRUNK, PARALLEL TO PREVAILING WIND. T-RAIL IRON STAKE OR WOODEN SUBSTITUTE. ANCHOR ELEVATION PREFINISHED METAL COPING FIRMLY. KEEP FROM DAMAGING ROOTS PVC CLEANOUT 05 OR ROOT BALL WHEN INSTALLING. RISER A102 E.I.F.S. ON 2" MINIMUM EPS JOB NO: 0728-16 NOTES: INSULA1ON ON 8" CMU BACK-UP 6" FLANGED VALVE 1. THE CONTRACTOR SHALL PAINT FENCE TO MATCH BUILDING WITH HORIZONTAL REINFORCEMENT SCALE: NA CROWN OF ROOT BALL SHALL BE BOX SECTION COLOR PALLET. DRAWN: AMF 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MIN. 3" TARY SEWER SERVICE CLEANOUT PRIVACY FENCE FI DIAMETER CONCRETE DESIGNED: AMF COMPACTED DEPTH). @_§ANI 6 � -, ,-. , - • • FILLED STEEL BOLLARD DATE: 04/22/16 FOLD DOWN OR CUT AND REMOVE PLACEMENT AND TRAP INSTALLATION :. a REVISIONS TOP 1/3 OF BURLAP. IF TOWN OF ITHACA DETAIL DATE BY REVISION NON-BIODEGRADABLE WRAP IS USED, REMOVE COMPLETELY. r1------------------_- ° 4/03/18 AF REVISED PER TOWN COMMENTS CREATE 6' DIA. SOIL SAUCER AROUND L----------------------� 3" GRADE 5/14/18 AF ADDED THRUST BLOCK DETAILS MIN. TREE WITH TOPSOIL (MIN. 6" HT.). � \\�/\\�/\\�\\�/\�`/ � � A /�//�//\//\/ ~ PERCONCRETE STRUCTURALATION AT DRAWNGSBOLLARD \\/\\/`\n 5/22/18 AF REVISED PER TOWN COMMENTS FINISHED GRADE \/%/ /j� TEE OR PLUG j\///\� ,` \// \ \% TEE OR PLUG \\//\\i L 3/25/20 AF MISC.REVISIONS PREPARED PLANTING SOIL. /�j\\j \j /\ \\j\\� 8 \ SIDE ELEVATION \\ WATER MAIN \ \ / a a . \\ / COMPACTED SUBSOIL L \///�//�//// //�//\///// WATER MAIN /�//� ° < \//\\//\/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// //\\//\\ 2/17/23 AF PLANNING BOARD SUBMITTAL //\\/\ •'•.' //\\� \\//\\ BOND / ° ''° .a /j//j� 7/26/23 AF TOWN SUBMITTAL ��\\� _ a BREAKER \\\\\\°: , , a \\\\\\ // SI Io-11L, R d � a \/\ CONCRETE THRUST BLOCK Ago/ //\�// //� �\j\\j\\j\\j\\ \ \ <ad \ \ \ \ \ \ I3'-4- (FACE of cu,IU) 12"TYP. <. OUTLINE OF DUMPSTER UNDISTURBED SOIL \ /\\/\\ \//\// a d ° - �/�\ \��\��\�/�\�/\ \ \ a ° " ,\\j,\ AIg2 6" DIAMETER CONCRETE FILLED STEEL COPYRIGHT©2023 MARATHON ENG. DECIDUOUS PLANTINGS BOLLARDS CONCRETE THRUST BLOCK ;! \/\\/\ Q.a d a a a`Q d°^ a /\\/\\ \\ W \/\\/\ a /\\�\\ ♦ I PERIMETER EXPANSION JOINT UNDISTURBED SOIL /%/% g. : /%/%\ - • • , OF NEl1i E.I.F.S ON MINIMUM EPS INSULATION ON 8" e r CMU BACK-UP WITH HORIZONTAL REINFQRCEMEN GKINLE CONCRETE //\// /\//\//\\/ • 11 r; `P / PLAN ELEVATION �Ty i i\\i\ \i\\i\\i�\i�\i�\i\\i�\i \i�\i�\i�\� THRUST ��i��/i�\/i\\/i\\< .. d: /i\//i\\\//%\//� F11 BLOCK a.<° <a . B 0 N D I; *OPPOSITE Qa . � . .a6 /\ \\ BREAKER QHORIZONTAL THRUST BLOCK TEES AND PLUGS ; , , , , , , , , , , ; \\\ v " ; ;; _ _ ____ _/\/\ \/ o HAND i SODISTURBED /\/ / / / / / / / / / / / / � /\ REBAR ADti2 � r ' , i STEEL SLEEVE IN CONCRETE TO ACCEPT 1 O L CANE BOLTS (TYP) 05 ;L -------------- J' 2%2" GALVANIZED TUBE STEEL FRAME WITH PAINTED 1/8" STEEL PLATE INFILL ON BACK �OFESSVA WATER MAIN BEND ELEVATION , BEND PLAN A,02 `-z------- ---==---- SIDE OF FRAME BEND GRADE A / 1 4"x4" GALVANIZED TUBE STEEL WITH >\ �\ MINIMUM MINIMUM DIMENSIONS FOR MINIMUM 4 TIES PER JAMB INTO MASONRY ADAM M. FISH EL MINIMUM HORIZONTAL THRUST BLOCK DIMENSIONS, IN FEET, o c.> � WALLS CONCRETE THRUST BLOCK TO BE POURED AGAINST UNDISTURBED SOIL BEND * VOLUME OF VERTICAL THRUST BLOCKS �4� • 1` t • �4 BEND % / . = FITTING * H w A CONCRETE (FEET) ,02 1oz \ B 12'-O" (MINIMUM CLEAR) OPPOSITE HAND 6;; x 11-1/4° BEND 2.0 1 .0 2.0 DIMENSIONS L W H 13'-4" (FACE OF CMU) DRAWING TITLE: 6 x 22-1/2 BEND 2.0 1 .0 2.0 6" x 1 1 - 1 4° 0.30 CY 2.3 1 .5 2.3 6" x 45e BEND 2.0 1 .0 2.0 / oz Detail Sheet CONCRETE THRUST BLOCK / - 6" x 90 BEND 2.0 1 .5 2.0 6 x 22- 1 /2° 0.50 CY 3.3 1 .5 3.3 6 TEE OR PLUG 2.0 1 .0 2.0 (4 of 7) 6 x 45° 1 .00 CY 4.5 1 .5 4.5 UNDISTURBED SOIL UNDISTURBED SOIL 8" x 1 1 -1/4° BEND 2.0 1 .0 2.0 PLAN VIEW 8" x 22-1/2° BEND 2.0 1 .0 2.0 8 x 1 1 - 1 /4° 0.50 CY 3.0 1 .7 3.0 8" x 22- 1 2° 1 .00 CY 4.3 1 .7 4.3 PLAN ELEVATION 8" x 45° BEND 2.0 1 .5 2.0 DUMPSTER ENCLOSURE 12of21 8 x 90° BEND 2.0 2.3 2.0 8 x 45° 2.00 CY 5.7 1 .7 5.7 8" TEE OR PLUG 2.0 1 .8 2.0 THIS DETAIL IS PROVIDED FOR REFERENCE AND ILLUSTRATION SHEET NO: C-6 . 3 HORIZONTAL THRUST BLOCK FOR BENDS VERTICAL THRUST BLOCK PURPOSES ONLY. REFERENCE SHOULD BE MADE TO THE 8 NOTE: WIDTH (W) OF BLOCK SHALL NOT EXCEED TWICE THE HEIGHT (H). 11 ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS. 0728-16 JOB No: DRAWING No: r FRAME LID FRAME LID &L41M4 T 01v EJ CASTINGS #12031EJ CASTINGS #12031 FINISHED GRADE OR APPROVED EQUAL-SOLID FINISHED GRADE OR APPROVED EQUA9-SOLID ENGINEERING TR=SEE PLAN TR=SEE PLAN ROCHESTER LOCATION 39 CASCADE DRIVE ECCENTRIC FLAT SLAB °D °a BRICK & MORTAR, 3 COURSES - ECCENTRIC FLAT SLAB °.D °a BRICK & MORTAR, 3 COURSES - ROCHESTER NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 TO BE DESIGNED AND MAX. IF REQUIRED TO BRING TO BE DESIGNED AND MAX. IF REQUIRED TO BRING CONSTRUCTED FOR °` COVER TO SPECIFIED GRADE. CONSTRUCTED FOR °` COVER TO SPECIFIED GRADE. THACA LOCATION H-20 HIGHWAY LOADING. ° ° a 6" F. H-20 HIGHWAY LOADING. ° ° 6" 840 HANSHAW RD, STE 6 aa. PRECAST REINFORCED CONCRETE ao PRECAST REINFORCED CONCRETE ITHACA , NY 1 4 8 5 0 ° MAX.' RISER SECTION, CONFORMING TO BAFFLE WALL ° MAX" RISER SECTION, CONFORMING TO BAFFLE WALL 6 0 7 - 2 4 1 - 2 9 1 7 o A.S.T.M. C-478. a A.S.T.M. C-478. www.marathoneng.com as INLET FROM STORM SEWER OUTLET TO MANIFOLD PIPE INLET FROM STORM SEWER OUTLET TO MANIFOLD PIPE 6' DIAMETER ° 6' DIAMETER a a COAT INSIDE AND OUTSIDE SURFACES ° COAT INSIDE AND OUTSIDE SURFACES ° WITH 2 COATS OF APPROVED BITUMASTIC ° MANHOLE STEPS WITH 2 COATS OF APPROVED BITUMASTIC MANHOLE STEPS COAL TAR SEALER (ASTM D-450, TYPE B) o — COAL TAR SEALER (ASTM D-450, TYPE B) 10 — O BACKFILL SHALL BE SELECT MATERIAL Z p "0" RING A.S.T.M. - 443 \� BACKFILL SHALL BE SELECT MATERIAL 2 p "0" RING A.S.T.M. - 443 \� >- (NYSDOT SPEC. 203-2.02) IF OUTSIDE , (NYSDOT SPEC. 203-2.02) IF OUTSIDE , �� PAVEMENT. IF IN PAVEMENT, BACKFILL ° PRECAST MANHOLE BASE / PAVEMENT. IF IN PAVEMENT, BACKFILL ° PRECAST MANHOLE BASE / SHALL BE CRUSHER RUN STONE 6" _ SHALL BE CRUSHER RUN STONE 6" — W (NYSDOT SPEC. 304-2.02, TYPE 2) (NYSDOT SPEC. 304-2.02, TYPE 2) z OUTLET PIPE, SEE PLAN OUTLET PIPE, SEE PLAN LL ACCESS COVER ACCESS COVER O cn J W W Z Lu IEEE < INLET PIPE, SEE PLAN INLET PIPE, SEE PLAN �. U) OUTLET TO ISOLATOR ROW ° � OUTLET TO ISOLATOR ROW � U) BAFFLE WALL TO BE CAST IN WALL ° ° BAFFLE WALL TO BE CAST IN WALLIEEE TO BE CAST & REINFORCED INTO WALL TO BE CAST & REINFORCED INTO WALL N O OF STRUCTURE PER MANUFACTURER'S ° PLAN VIEW OF STRUCTURE PER MANUFACTURER'S ° 4 PLAN VIEW REQUIREMENTS. CREST AT EL=439.25 °. N 4. REQUIREMENTS. CREST AT EL=439.25 ° N 4. O p p q p p a 6" OF #1 & #2 STONE BEDDING ° p 6" OF #1 & #2 STONE BEDDING cn NOTES: NOTES: z >M H 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING Z UNDISTURBED EARTH AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. UNDISTURBED EARTH AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. uj Z z M SECTION VIEW SECTION VIEW Oz W z U CL PRE-TREATMENT STRUCTURE #1 PRE-TREATMENT STRUCTURE #2 � z 3 4 o a � J o W Ix � 0 W a in LL. 0� INLET PIPE FROM INLET PIPE FROM UNDERGROUND DETENTION UNDERGROUND DETENTION L IEEE ACCESS COVER ACCESS COVER W Q cn /� Q M O O OVERFLOW WEIR OVERFLOW WEIR OUTLET PIPE OUTLET PIPE JOB NO: 0728-16 SCALE: NA DRAWN: AMF PLAN VIEW PLAN VIEW DESIGNED: AMF DATE: 04/22/16 FRAME LID FRAME LID EJ CASTINGS #120319-SOLID EJ CASTINGS #120319-SOLID REVISIONS FINISHED GRADE OR APPROVED EQUAL FINISHED GRADE OR APPROVED EQUAL TR=SEE PLAN TR=SEE PLAN DATE BY REVISION 3/25/20 AF MISC.REVISIONS ECCENTRIC FLAT SLAB °..D °arX,,BRICK & MORTAR, 3 COURSES - °.D.. p ECCENTRIC FLAT SLAB °...D °a BRICK & MORTAR, 3 COURSES - 11 p TO BE DESIGNED AND MAX. IF REQUIRED TO BRING a TO BE DESIGNED AND MAX. IF REQUIRED TO BRING 2/17/23 AF PLANNING BOARD SUBMITTAL CONSTRUCTED FOR COVER TO SPECIFIED GRADE. CONSTRUCTED FOR COVER TO SPECIFIED GRADE. H-20 HIGHWAY LOADING. ° ° 6" a o a H-20 HIGHWAY LOADING. ° ° a 6" °a a a 7/26/23 AF TOWN SUBMITTAL as PRECAST REINFORCED CONCRETE as as PRECAST REINFORCED CONCRETE as BACKFILL SHALL BE SELECT MATERIAL� ° MAX.' RISER SECTION, CONFORMING TO a BACKFILL SHALL BE SELECT MATERIAL----� MAX.° RISER SECTION, CONFORMING TO o (NYSDOT SPEC. 203-2.02) IF OUTSIDE o A.S.T.M. C-478. o (NYSDOT SPEC. 203-2.02) IF OUTSIDE o A.S.T.M. C-478. 0 0 PAVEMENT. IF IN PAVEMENT, BACKFILL PAVEMENT. IF IN PAVEMENT, BACKFILL SHALL BE CRUSHER RUN STONE a. OVERFLOW WEIR a SHALL BE CRUSHER RUN STONE a OVERFLOW WEIR a (NYSDOT SPEC. 304-2.02, TYPE 2) IL 6' DIAMETER Q SEE SECTION VIEW Q (NYSDOT SPEC. 304-2.02, TYPE 2) ° 6' DIAMETER Q SEE SECTION VIEW ° Q COAT INSIDE AND OUTSIDE SURFACESzi ° ° COAT INSIDE AND OUTSIDE SURFACES WITH 2 COATS OF APPROVED BITUMASTIC ° MANHOLE STEPS ° WITH 2 COATS OF APPROVED BITUMASTIC ° MANHOLE STEPS ° COAL TAR SEALER (ASTM D-450, TYPE B) o MANHOLE STEPS COAL TAR SEALER (ASTM D-450, TYPE B) _ o MANHOLE STEPS "0" RING A.S.T.M. - 443 "0" RING A.S.T.M. - 443 CV U CV OVERFLOW WEIR (6' WIDE) ° ° CONCRETE WALL TO BE CAST INSIDE OVERFLOW WEIR (6' WIDE) ° U ° CONCRETE WALL TO BE CAST INSIDE CREST AT EL=441.5 ° PRECAST MANHOLE BASE a MANHOLE. WALL SHALL BE SECURED CREST AT EL=441.5 a PRECAST MANHOLE BASE a MANHOLE. WALL SHALL BE SECURED 6" HIGH-FLOW ORIFACE CONTROL AND/OR PINNED TO INSIDE OF MANHOLE 6" HIGH-FLOW ORIFACE CONTROL AND/OR PINNED TO INSIDE OF MANHOLE COPYRIGHT©2023 MARATHON ENG. PER MANUFACTURERS RECOMMENDATIONS PER MANUFACTURERS RECOMMENDATIONS SEE SECTION VIEW _ SEE SECTION VIEW OUTLET PIPE, SEE PLAN INLET PIPE, SEE PLAN �' OUTLET PIPE, SEE PLAN INLET PIPE, SEE PLAN - \' OF NEw LOW-FLOW ORIFICE CONTROL ! INLET/OUTLET PIPES LOW-FLOW ORIFICE CONTROL ! INLET/OUTLET PIPES �P�' �CKINLEy�,/ �0 SEE SECTION VIEW SEE SECTION VIEW Syr p 5.0" DIA. LOW-FLOW ORIFICE AT EL=440.0 12" SUMP p p 5.0" DIA. LOW-FLOW ORIFICE AT EL=439.0 12" SUMP ° TO BE CAST OR CORE DRILLED IN WALL. ° ° TO BE CAST OR CORE DRILLED IN WALL. p i a i a i a i a ap. a p a .p. 1.4' WIDE HIGH-FLOW WEIR AT PROVIDE 12" DIA. TRASH RACK BY STORM RAX 2.0' WIDE HIGH-FLOW WEIR AT PROVIDE 12" DIA. TRASH RACK BY STORM RAX EL=441.2 TO BE CAST INTO WALL. \� (OR APPROVED EQUAL) PROVIDE 9"x30" HxW TRASH ��\\�\\�\\��\��` �\��\�� /\ / / / EL=441.0 TO BE CAST INTO WALL. \� (OR APPROVED EQUAL) \ TJ�S ( ) i\ \\ 6" OF #1 & #2 STONE BEDDING \\i\\\�\\^`��/ �\/�\\// PROVIDE 9"x30" (HxW) TRASH \��\\�\ � �\/�\ 6" OF #1 & #2 STONE BEDDING RACK BY STORM RAX RACK BY STORM RAX ROFESSIONP� (OR APPROVED EQUAL) UNDISTURBED EARTH (OR APPROVED EQUAL) UNDISTURBED EARTH SECTION VIEW FRONT VIEW SECTION VIEW FRONT VIEW ADAM M. FISHEL NOTES: NOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. Comfort DRAWING TITLE: 1 2INN & SUITES Detail Sheet (5of7) 13 of 21 SHEET No: —6 .4 0728-16 JOB No: DRAWING No: ACCEPTABLE FILL MATERIALS: STORMTECH DC-780 CHAMBER SYSTEMS o W iWAR4 THOW � t I I I w MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY V Z Y ENGINEEARINC-,. CLASSIFICATIONS REQUIREMENT U) <Q 0ROCHESTER I PRE-TREATMENT STRUCTURE J1 01 FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS (D U W T I RE: 3/C6.4 FROM TI IE TOP OF T IE'C'LAYER TO T IE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. �` 0 w w $ 3 9 CASCADE DRIVE (00 18"x 18"x 18" HDPE SOLID D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N!A PAVED INSTALLATIONS MAY HAVE STRINGENT U U R O C H E S T E R, NY 14614 s I I 5 WALL, SINGLE MANIFOLD GRADE ABOVE.NOTE TI IAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF TI IE'U'LAYER m o 18"08"08" HDPE SOLID BEGIN COMPACTIONS AFTER I2'(3W mm)OF Q _ ITHACA LOCATION AASHTO M145'A�A-2-4, MATERIAL OVER THE CHAMBERS IS REACHED. ❑ 840 H A N S H A W R D S T E 6 WALL, DOUBLE MANIFOLD (TYP OF 2) A-1, INITIAL FILL:FILL MATERIAL FOR LAYER'C GRANULAR WELL-CRADED SOIL!ACCRECATE MIXTURES,<35% COMPACT ADDITIONAL LAYERS IN 6'(150mm)MAX Z F 18"x 18" HDPE SOLID I STARTS FROM TI IE TOP OF TI1E EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR Q w I T H A C A, NY 1 4 8 5 0 WALL, 90' BEND C OR STONE('B'LAYER)TO 18"(450 mm)ABOVE THE WELL GRADED MATERIAL AND 95%RELATIVE (�/) O rc 6 0 7 - 2 4 1 - 2 9 1 7 TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE < d O SUBBASE MAY BE A PART OF TIIE'C'LAYER OF THIS LAYER. MATERIALS.ROLLER GROSS VEHICLE WEIG-IT 18" HDPE SOLID WALL 3,357,4,467,5,56.,51,6,67,68,7,78.8.89, NOT TO EXCEED 12,000 Ibs(53 W).DYNAMIC WWW.marat oneng.com MANIFOLD STUB (TYP OF 8) FORCE NOT TO EXCEED 20,0001bs(89 kN) EMBEDMENT STONE:FILL SURROUNDING THE - - - - - - -\I I I B CHAMBERS FROM THE FOUNDATION STONE(A' CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' z NO COMPACTION REQUIRED. D d I LAYER)TO THE'C'LAYER ABOVE- 3,351,4,46J,5.56,5/ h a ,\ FOUNDATION STONE:FILL BELOW CHAMBERSu AAS-ITO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT m A FROM THE SUSCRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE w 3,357,4,467,5,56,57 SURFACE." Of � � Of OF THE C IAMBER. a < O \ LLI \ // M D] M M M M M PLEASE NOTE 2 —— 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, ? w 4 Q Q Q Q Q Q Q ANGULAR NO.4 AASHTO M43 STONE-. 08 w ISOLATOR ROW = _ _ _ _ _ _ ( ) Y U U U U U U U 2 STORMTECI i COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. - \ RE: 4/C7.5 I 3 WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION 0 z z .ram .ram EQUIPMENT FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. '_ w LL N M � � tD r D S \ \ ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL m rc 0 0 0 0 0 0 0 \ AROUND CLEAN,CRUSHED.ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNED G 6. O O O O O O O w 1 � x w x x � � /� 8Y SITE DESIGN ENGINEER) � o� Lu —------- - - - ------ Z Lu IMN PERIMETER STONE ,tJ\4�r ��.��.;�� `�� \� D + 'rOJIG-OYOFFLouaLE�AVEYLNFF FUR Uv=nvm 17 ti\�i i�\i) r 7/\�r)�� f>Z\1sD�� )�`\\1,; INSTAILATIO VS IVH PRF RUTTIY:�.RON VFRgIFS tUYOCC.UR, OC (SEE NOTE 6) " _�� _ `, ,NCREASE COVER rC 2r amm 1 18" (3.7 m) ' U) 4 C 4 (450 mm)MIN' MAX 53 x 4 X ' _ 4 0 EXCAVATION WALL - � � �� r� � . z R. �'� f �' (CAN BE SLOPED OR VERTICAL)IAI ��I�II( �� I' I " �' ® LIMIT OF UNDERGROUND DETENTION FACILITY (APPROXIMATE) A 4 � D �-I��i — z z � ((I i I r SC-140,DC-780 6' v 12'(300 mm)MIN SUBGRADE SOILS 51'(1295 mml -- y z >0 • ^ 3 END CAP (SEE NOTE 4) (150 mm)MIN j wLu z z I cc NOTES: m �< LIJ 7! Q 4 I 1. DC-780 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". D a z 0 U I 2. DC-780 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' a ';° Q z �� w Y N 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS. - O }(X � d 4 THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH 4 CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 2€ � O 0 I IEEE > 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO Tr IE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. � �� I 6. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' W )CX I I INSPECTION PORT OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION o � TYP. OF 8 SHEET 1 OF 1 W um I OUTLET CONTROL STRUCTURE #1 FACILITY ID CHAMBER CHAMBER BOTTOM OF DEPTH OF STONE DEPTH OF STONE TOTAL NUMBER ISOLATOR ROW ISOLATOR ROW W RE: 1/C6.4 a Q TYPE INV. EL. STONE EL. BELOW CHAMBERS, D ABOVE CHAMBERS, X OF CHAMBERS LENGTH VOLUME O \ \ I 444 I #1 DC-780 438.5 437.0 18 INCHES 6 INCHES 51 7 CHAMBERS 610 CIF f Lu Q I #2 DC-780 438.5 437.0 18 INCHES 6 INCHES 47 7 CHAMBERS 610 CIF f U UNDERGROUND DETENTION FACILITY #1 UNDERGROUND DETENTION FACILITY CROSS SECTION— SCALE: ~ 1 SCALE: 1 "=10' 3 � PRE—TREATMENT STRUCTURE #2 SCALE: NA 0 RE: 4/C6.4 i z 7d' 0 4. 18"x18"x18" HDPE SOLID \ WALL, DOUBLE MANIFOLD (TYP OF 2) 18"x18" HDPE SOLID V _ ' WALL, 90' BEND =^OHO I I COVER ENTIRE ISOLATOR ROW WITH ADS j � o Y I I GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ❑ ? Y " 8'(2.4 m)MIN WIDE O w �� 18 HDPE SOLID WALL �/ DC-780CHAMBER OPTIONAL INSPECTION PORT JOB NO: 0728-16 I �CMANIFOLD STUB (TYP OF 6) b � U SCALE: NA I p(� STORMTECH HIGHLYRECOMMENDES p , FLEXSTORM PURE INSERTS IN ANY UPSTREAM 1 1 1. i„ .1 .r O m DRAWN: AM F r STRUCTURES WITH OPEN GRATES 71 DESIGNED: AMF ♦ tij n�g�`gr>;td<YdeS�d y"�-xi` +pf �+e'Ld>9d` WbAa' ♦d �'i. '4s"�l �� r�_� � H .,,5JS°' .♦!$•uJF.�u ' r t `, r,?,. g°.-�yat t a,y�-. (/.'..�i a, !N a ,mac Nf.,y.*��+�'1 "rypI +�u "� 0 U ��,".. �o�•Y'AY • S5� r. ,.:$'t,..+C°f`f'��v'�V��' °�'s'�«'1"s; / J.a b1C 1+Yli FLy�,. =V — Q' D_ �' m° DC-780/SC-740 END CAP � O �` fir, -,� ps1w,4«. ,.r"� — L w DATE: 04/22/16 (n (n (n N (N N 9rf ri L9► 9<g►•Lti ! s � � �� s a �� • u�! u . W W W W W W REVISIONS c=) cnrcH BAsw r 1 DATE BY REVISION OR , av0 av0 av0 av0 av0 v MANHOLE Z _ k i 2/09/17 AF REVISED PER TOWN COMMENTS N n It L0 CO mow- zo a S' O O O O O O SUMP DEPTH TBD BY -� w d - 3/02/20 AF MISC.REVISIONS N ENCIN R o r n SITE DESIGN EE 1 — u O (24"[600 mm)MIN RECOMMENDED) 3/25/20 AF MISC.REVISIONS �i LIMIT 'OF UNDERGROUNDYERS OF ADS GEOSYNT:,IETICS 315WTK WOVEN ? -_24' OTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS G r DETENTION FACILITY I vo LA � ` 2/17/23 AF PLANNING BOARD SUBMITTAL USE FACTORY GE1.SmJ MIN CONTINUOUS FABRIC WITHOUT SEAMS =- mm HOPE ACCESS PIPE REQUIRED (APPROXIMATE) PART#:sc7aoEPEzae Y _c U 7/26/23 AF TOWN SUBMITTAL I DC-780 ISOLATOR ROW DETAIL Q Vf ISOLATIOR IROW TS cD1 I � 447 RE: 4/C7.5 ly r I I INSPECTION & MAINTENANCE o 4 I I STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT y A. INSPECTION PORTS(IF PRESENT) p I I A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A, o A d 4 A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED `W t 5 A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG COPYRIGHT©2023 MARATHON ENG. A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) ■ S- 4 • A.S. IF SEDIMENT IS AT,OR ABOVE,3-(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. d n'< 8. ALL ISOLATOR ROWS CONCRETE COLLAR L W B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW 18"(450 mm)MIN WIDTH r c� B.Z. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE PAVEMENT i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 411, CONCRETE COLLAR NOT REQUIRED _ INSPECTION PORT ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE FOR UNPAVED APPLICATIONS TYP. OF 6 8.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. °$ oo STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS • • / • • I A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45 (1.1 m)OR MORE IS PREFERRED CONCRETE SLAB � - 1 O, * ! v B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN B"(200 mm)MIN THICKNESS N ♦ I t�� I C. VACUUM STRUCTURE SUMP AS REQUIRED 12'(300 mm)NYLOPLAST INLINE VVV X r 1 DRAIN BODY WISOLID HINGED a O <v COVER OR GRATE I STEP 3 REPLACE ALL COVERS,GRATES.FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. < RJ d ) t PART#2712AG61P W O� ° FLEXSTORM CATCH IT SOLID COVER:1299CGC a o w 0 STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. PART#6212NYFX GRATE:1299CGS a °aOFESSIONP� WITH USE OF OPEN GRATE 0 038 w O ' I II I 6'(150 mm)DWV SCH40 w 4 NOTES PIPE(BY OTHERS) 6'(150 mm)INSERTATEE �4 � flp,I f d )Q Iq I� t� '� �W ADAM M. FISHEL PART#61PSSWST74JP I j1 D 1- INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION,ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS 0 4 OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. INSERTA TEE TO BE CENTERED ON CORRUGATION CREST DC-780CHAMBER 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. o� c p T Lofo ,� DC-780 6" INSPECTION PORT DETAIL =w Comfort DRAWING TITLE: SA.0 �, NTs 1 SHEET 1 Detail Sheet OUTLET CONTROL STRUCTURE J2 • RE: 2/C6.4 (6 of 7) i )�SCA�LEN�A R ROW DETAIL: 14 of 21 UNDOUND DETENTION FACILITY #2 SHEET No: C-6 . 5QSCALEl�_10� 0728-16 JOB No: DRAWING No: NOTES: TOWN OF ITHACA UTILITIES pff ALL THRUST BLOCKS TO BE POURED AGAINST NOTE: ALL MJ FITTINGS REQUIRE WEDGE ACTION RETAINER 1. THE CONTRACTOR SHALL REFER TO THESE DETAILS ONLY FOR WATER AND SANITARY SEWER IMPROVEMENTS UNDISTURBED EARTH. FORM TO AVOID CONCRETE GLANDS AND THRUST BLOCKING (OR APPROVED EQUAL) TO MEET PROPOSED WITHIN NYSDOT RIGHT OF WAY AND/OR THE PROPOSED WATER AND SANITARY SEWER EASEMENTS TO THE THOW TABLE 1 CONTACT WITH BOLT HEADS OR NUTS. APPLY TWO FORMS OF RESTRAINT SPEC TOWN OF ITHACA. iWAR4 REQUIRED BEARING AREAS -b SQFT PLASTIC BARRIER BETWEEN CONCRETE AND FRICTION CLAMP (OR EQUAL) ENGINEERING ( ) THRUST REACTIONS-R(LB) 2 THREADED ROD V ROCHESTER LOCATION FOR BEARING/THRUST BLOCKS* PER 10OPSI INTERNAL PRESSURE BOLT HEADS OR NUTS. NOTE: PLASTIC BARRIER BETWEEN PIPE AND CONCRETE B 3 9 CASCADE DRIVE PIPE 9094 4594 22-1/29 1 1/494 NOM DEAD 9094 4594 22 1/29 1 1/49 (ISIZE NCH) TEE BEND BEND BEND BEND PIP APIN END BEND BEND BEND BEND FOR 11 /4 TYPE 22B/2 V RT BENDS V TYPE B BLOCKING R°C5 - 4 5R 8 N 7 17 7 40 SEE TABLE ITHACA LOCATION 4 2.0 2.8 1.5 0.8 0.4 4 1,810 2,559 1,385 706 355 � VB S d L FOR 45°VERTICAL BENDS FOR SIZE 00 6 4.2 5.9 3.2 1.6 0.8 6 3,739 5,288 2,862 1,459 733 pp c 840 HANSHAW RD, STE 6 8 7.2 10.1 5.5 2.8 1.4 8 6,433 9,097 4,923 2,510 1,261 p^ z w o S d L ITHACA NY 1 4 8 5 0 II II N �- m o* p 10 10.9 15.4 8.3 4.2 2.1 10 9,677 13,685 7,406 3,776 1,897 1= zW m cn WU v Ww �. 0 0^ J a,:'< LL 6 0 7 - 2 4 1 - 2 9 1 7 -II II W = W p ^ o0cicn z� d - o L, (n 12 15.4 21.8 11.8 6.0 3.0 12 13,685 19,353 10,474 5,340 2,683 N O _J W �J W Q� L,O W d' t,P . : ^ 0 o w cn www.marathoneng.com _ n U5z Q 0' Om pW Li] oOw o v, � z = 14 20.6 29.1 15.8 8.0 4.0 14 18,385 26,001 14,072 7,174 3,604 IIII II�_ A B B o W Q .� p w L�U w o z = d'.o z W LL � m w 0 0 16 26.8 37.9 20.5 10.4 5.2 16 23,779 33,628 18,199 9,278 4,661 o ry o Oz o`-' �� z = :o a: < N po z �O^ O^ = LLZ 18 33.6 47.5 25.7 13.1 6.6 18 29,865 42,235 22,858 11,653 5,855 I�r., > p� o " ' ' z O m Lew ~^ �w 20 41.2 58.2 31.5 16.1 8.1 20 36,644 51,822 28,046 14,298 7,183 - 11 1 4 8 2.0 3000PS1 CONCa'.`- W Q wo ow LLB =OLi- Y 24 58.8 83.1 45.0 22.9 11.5 24 52,279 73,934 40,013 20,398 10,249 \ ° II 4 22 1 2 16 2.5 3/4" 1.6 0 o z Wv O o Wiz" e .c...�.... o. .�.... o-.':a:'.a 30 90.5 128.0 69.2 35.3 17.7 30 80,425 113,738 61,554 31,380 15,766 ° ° -I - 11 1 4 16 2.5 d.'::e�:P :e:::�.? P :'d.'::>.?'a : p p o 0 0 36 129.6 183.3 99.1 50.5 25.4 36 115,209 162,931 88,177 44,952 22,585 it \r r ' u i �r i it \r r ii i II `II II-- 6 22 1 2 32 3.2 3/4" 1.6 I . S z I- 8" 11 1 4 28 3.0 3/4" 1.6 TYPE A BLOCKING 6 *FACTOR OF SAFETY=1.5 PLAN 22 1 2 55 3.8 SOIL BEARING OF 3,000 PSF PLAN 10 11 1 4 42 3.5 3/4" 1.6 FOR 11 1/4 °22 1/2 'VERTICAL BENDS g f' 1.6 z 225 PSI DESIGN PRESSURE g0° BEND PLAN 12" 2 11 4 60 4.9 3 4" 1.6 THREADED ROD WITH BOLTS 10 r LJ__ TABLE 2 22 1 2 118 4.9 7 8" 2.2 - 12 O 14 11 1 4 81 4.3 DUC LUG 14 $ 2.2 7/8" 2.2 OR EQUIVALENT Lu L1J 22 142 158 5.4 16 4 RODS 1„" 3.7 THRUST BLOCK AREA 16" 11 1 4 104 4.7 7 8 2.2 SEE TABLE 18 Z � Q 22 1 2 205 5.9 1 1 8 3.7 FOR SIZE 20 1,11 FOR MODIFICATION VARIOUS SOIL TCTYPES 18 B 24 1 ... ' Cn 11 1 4 131 5.1 1 8 2.2 SOIL TYPE FACTOR 22 1 2 161 5.4 1 1 8 2.2 11 1 4 161 5.4 7 8 2.2 d.p '. �� • O 20" .: 22 1 2 316 6.8 1 1 4 4.6 d% e d J MUCK AOBE tLS 11 1 4 229 6.1 1 2.9 d Q SOFT CLAY 4.00 24'SAND 2.00221 2 450 7.7 1 3 8 5.7 SAND AND GRAVEL 1.33 FOR 60KS1 THREADED RODGRAVEL-SILT-CLAY MIX 1.00 ON B-B SHALE o.4o SECTION A-A � y 3000PS1 CONC`: _ ...a.'. ..a. _ 1 1 � W >0 TYPE B BLOCKING 0 1 DEAD END TEES HOR. BENDS FOR 45°VERTICAL BENDS `/ U 4" MIN. TOP SOIL O Q z � Y )�HRU75 ST BLOCK DETAILS Q SELECT FILL (TOWN OF ITHACA) EXCAVATED (A-1) MATERIAL � ~ 1 1 12" MIN t > O \ umWASHED STONE, ROUND PIPE DIAM. D-1 AND/OR D-2 CAST IRON FRAME AND COVER 6" MIN SANITARY SEWER SDR 35 NEENAH TYPE R-1642 OR SYRACUSE CASTING W MODEL 1030 OR EQUAL za" O ADJUST TO GRADE WITH Comfort _ SANITARY TRENCH CEMENT MORTAR A.S.T.M. C-150 - / PRECAST CONCRETE Lu U 7 INSIDE AND OUTINN & SUITES PRECAST REINFORCED CONCRETE Q (TOWN OF ITHACA) ECCENTRIC CONE AND MANHOLE RISERS LO A.A.S.H.T.0. HS-20 ACI 318 w 11r- 2 COATS OF BITUMINOUS MATERIAL M A.S.T.M. C-478 MANHOLE STEPS A.S.T.M. 2146-82 a � O "0" RING RUBBER GASKET A.S.T.M. C-443, A.S.T.M. C-361 z OR BUTYL SEALANT, FILL JOINT WITH NON-SHRINK - GROUT (A.S.TM. C-150) INSIDE AND OUT 4" MIN. TOP SOIL 5" mfn 4' _ o,. 0 \ / \ BENCH, FORM SMOOTH CONCRETE INVERT MANHOLE TO PIPE WHERE, HALF -PIPE SECTION IS \ CONNECTOR A.S.T.M. C-923 NOT USED z (NOT SHOWN) s a SLOPE 1/2" TO 1" PER FOOT L SELECT FILL - ;,-;° e;_:= e:-;: ;_:= ; :: JOB NO: 0728-16 y EXCAVATED (A-1) MATERIAL T YPEMD)1 AND OR D-2 CRUSHED STONE/ SCALE. NA 12" MIN = o 0 0 0 o ITARY MANHOLEPOLYWRAP PIPE, &SANDRAWN: AMF o O �. b' FITTINGS, ETC. PER SPECS TOWN OF ITHACA) DESIGNED: AMF PIPE DIAM. �' ° \ SCREENED GRAVEL SUBBASE TYPE DATE: 06/18/18 ° ° o B-4 WELL GRADED AND COMPACTED REVISIONS 6" MIN ° ° WASHED STONE, ROUND DATE BY REVISION ° ° ° ° ° , TYPE D-W-1 OR D-W-2 TO SPRING LINE PUMPER NOZZLE TO 3/25/2o AF MISC.REVISIONS BE PLACED 2/17/23 AF PLANNING BOARD SUBMITTAL 12" MIN 12" MIN PERPENDICULAR 7/26/23 AF TOWN SUBMITTAL 1'-0" MIN TO ROADWAY WATER TRENCH IN GRASS AREA 1 (TOWN OF ITHACA) BREAK FLANGE BANKRUN GRA VEL 18" IN PROPOSED ASPHALT 1 '• '. o c>: . -Q .. a o 0 Q PAVEMENT SECTION 1 \ \\ \ ° : ` t \ \ ` EX/STING DITCH COPYRIGHT©2023 MARATHON ENG. 4 (RE: DETAIL) ` - 4: ::•: . .'.: D. a \ L \ OF NEW 0 0 0 0 0 0 0 o CKI NLE y �- 0 0 0 0 0° ° ° ° ° 00 00 0 00 0 00 0 00 ° °o°°°°° °° °°°,°° PIPE HANGER TO BE SIZED F O -\ 0 0 0 ^% 0 0 0 0 0 0 0 \ 6» - - CULVERT DIAM. VARIES DROP BOWL Al MIN _ CULVERT INSTALLATION FOR HYDRANT TO PIPE BEING INSTALLED. BY DRAWN INC., LYME CT. _ 6" GATE VALVE, ACCESS OPTIONAL A.O.B.E. PAYMENT f' TO BE I' z \ RUN OF CRUSHER D-R-1 VALVE BOX AND HANGER CLAMPS MINIMUM WELL GRADED AND COMPACTED IN MADE UNDER APPLICABLE UNIT PRICE ° ° ° ° ° coVER 6" LIFTS MAXIMUM \ ITEMS 2-INCH WIDE x .25 INCH .0. `0 a:n°:°° �F�o PRECAST CONC. MANHOLE F LO ° 1 °•°" ° '° °° (SEE DETAIL OF TYPICAL PRE- OOFESSIONP� SCREENED GRAVEL SUBBSE TYPE B-4 MAINTAIN MIN. 24" COVER OVER WATER ° WELL GRADED AND COMPACTED THICK STAINLESS STEEL STOCK. :o oo:° CAST MANHOLES) 12" MIN = C �`° PIPE OR MATCH DIAMETER OF CUL VER T BOLTS MINIMUM 1" x f" ° a°°;' °•°°'° \ - PIPE /F OVER 24 DIAMETER °° a a�.� ADAM M. FISHEL POLYWRAP PIPE, - . STAINLESS STEEL. °'• PIPE HANGER -� FITTINGS, ETC, PER SPECS 4 - 131 DIAM. COATED COR 10 TIE RODS (SEE DETAIL) PIPE DIAM. =:- SPRING LINE ~ F<a WITH DUC LUGS (OR EQUIVALENT) t / W 45 DEGREE ELBOW o. 2" x STAINLESS STEEL MASONARY INTO FLOW CHANNEL DRAWING TITLE: 6' MIN 0 LO C EL WASHED STONE ROUND I CONCRETE THRUST BLOCK D-W-R-1 OR D-W-R-2 ° - °1°I°l � SCREWS OR LAG BOLTS WITH h TO SPRING LINE \I \ \ --�I ,\\ ��\ I I ,\\ NOTE: ALL MJ FITTINGS REQUIRE WEDGE ACTION RETAINER ANCHORS. HOLES To BE BENCH PER FOOT MIN SLOPE Detail Sheet SIDEWALL TO FLOW CHANNEL 12" MIN 12" MIN GLANDS AND THRUST BLOCKING (OR APPROVED EQUAL) TO MEET DRILLED WITH MASONARY BIT. (7 Of 7) #1 AND/OR # 2 TWO FORMS OF RESTRAINT SPEC STAINLESS STEEL ROUNDED STONE BEDDING STONE PIPE HANGER DETAIL 15 X 15 X 6 CONCRETE BLOCK Q��ATTRENCH IN PAVED AREA FOR HYDRANT 15of21 ER DRAINAGE FIRE HYDRANT ITARY INSIDE DROP STRUCTURE SHEET No: C_6 . 6 (TOWN OF ITHACA) 5 Q_SAN TOWN OF ITHACA 0728-16 (TOWN OF ITHACA) (Tow ) JOB No: DRAWING No: r AWARAT ON NYSDOT EXCAVATION SUPPORT SYSTEM REQUIREMENTS ENGINEERING ROCHESTER LOCATION ANY EXCAVATIONS 5 FEET OR MORE IN DEPTH SHALL UTILIZE A SHIELDS AND SHORING OR SHEETING Q /� SYSTEM WHICH PROVIDES DIRECT CONTACT AND SUPPORT OF THE EXCAVATION SIDES. THE SYSTEM SHALL LPN 3 9 CASCADE DRIVE ACCGEOTECHNICAL ENGINEER ANY FORRDEVIEWCANDGE LOADS APPROVALAND PRIOR SHALL O PERMITS ISSUANCE. CTO NYSDOT'S REGIONAL ��( 5°C5 E S4 5R 8 NY 1461470 ITHACA LOCATION A SLOPING (LAYBACK) OPTION WILL NOT BE ALLOWED. Comfort 840 HANSHAW RD, STE 6 SHIELDS AND SHORING OR SHEETING SYSTEM REQUIREMENTS DO NOT PERTAIN TO TEST PITS WHICH ARE O I T H A C A , NY 1 4 8 5 0 18" OR LESS IN DIAMETER. INN & SUITES 6 0 7 - 2 4 1 - 2 9 1 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NYSDOT'S REGIONAL GEOTECHNICAL ENGINEER www.marathoneng.com r3 DETAILS ASSOCIATED WITH THEIR INTENDED SHEETING/SHORING SYSTEM IF REQUIRED. PRIOR TO THE LU START OF WORK WITHIN NYSDOT RIGHT-OF-WAY REQUIRING SUCH SHEETING/SHORING, THE CONTRACTOR •- SHALL RECEIVE APPROVAL FROM NYSDOT'S REGIONAL GEOTECHNICAL ENGINEER. LU y5 - 0 EARTHWORK: PERFORM EXCAVATION & BACKFILL ��Q' �� WITHIN NYSDOT RIGHT-OF-WAY IN ACCORDANCE NOTES �Q. M LLJ WITH NYSDOT STANDARD SPECIFICATION SECTION z 1. REFER TO SHEET 78.1 FOR GENERAL HIGHWAY NOTES, MAINTENANCE AND PROTECTION OF TRAFFIC, ETC. 200 (TYP.) 2. THE POSTED SPEED LIMIT FOR ELMIRA ROAD(STATE ROUTES 13,34&96)IS 45 MPH. �i LL_ NYSDOT TOPSOIL: TOPSOIL PLACED WITHIN NYSDOT 3. THE CONTRACTOR SHALL REFER TO NYSDOT STANDARD SHEETS 608-03 FOR DRIVEWAY CONSTRUCTION DETAILS SITE LOCATION F 0 RIGHT OF WAY WITHIN NYSDOT RIGHT OF WAY. �Ny Uj LLI SHALL CONFORM TO NYSDOT ITEM 610.14X. 4. REFER TO THE DEMOLITION PLAN(SHEET C1.0)FOR ADDITIONAL INFORMATION ASSOCIATED WITH THE DEMOLITION W f'- # AND/OR REMOVAL OF EXISTING SITE AND UTILITY FEATURES. O Q ESTABLISH TURF: GRASS TURF ESTABLISHMENT 5. NO EXCAVATIONS SHALL BE LEFT OPEN OVER NIGHT. z LU In= WITHIN NYSDOT RIGHT C0 OF WAY SHALL CONFORM TO NYSDOT ITEM# 610.16X. LOCATION MAP =01 IEEE OVERALL HIGHWAY IMPROVEMENT PLAN N.T.S. 1 � 0 Liber 750 - Page 217 Now or Formerly Tax Parcel No. 33.-3-5.2 Property of V/ >_ Now or Formerly Volunteer Firemen's Association SAW--CUT EXISTING ASPHALT Property of Line of Sight D of Ithaca, N.Y. Inc. AT LIMIT OF SHOULDER RESTORAT/ON W z z Reference Point No. 2 Liber 750 - Page 217 RESTOR4TION OF PAVEMENT MARK/NGS O Volunteer Firemen's Association v /N ALL AREAS DISTURBED, RE-.- NYSDOT U Now or Formerly Intersection Sight Distance (ISD) o Tax Parcel No. 33.-3-4 STANDARD SPECIFICATIONS 685 Property of of Ithaca, N.Y., Inc. Left: 1,365' O Z Liber 750 - Page 217 SHOULDER RESTOR 17ON Q Eddy Hill, Inc. Stopping Sight Distance (SSD) PER NYSDOT STANDARD SHEET 608-03 Liber 698 - Page 286 0� Right- 1,115' B Approximatedsof Elm a Road RE.• DETAIL 1 C7 I �� Tax Parcel No. 33.-3-5.1 g / O Q 0- Left: 1,890 Approximate Westerly ash �� O 0 Bounds of Elmira Rod Tax Parcel No. 33.-3-1.2 *_,�11�� 6�cP d'� EX/STING ELM/RA ROAD F--- .I7°�g 4'dQ��6dr SHOULDER RESTORAT/ON SAW-CUT EX/STING ASPHALT Cr 0+ RIGHT-OF-WAY I I MILE MARKER W F- m h� PER NYSDOT STANDARD SHEET 608-03 AT L/MIT OF SHOULDER RESTORAT/ON 6�s WITH ACCESS I 13 EX/STING EDGE OF RE.• DETAIL 1/C7.1 � I I 1 1 03 19 > O PAVEMENT RESTORATION OF PAVEMENT MARK/NGS _ 1 1 19 RESTORATION OF PAVEMENT MARKINGS IN ALL AREAS DISTURBED, RE- NYSDOT F � I LOCATED ±140' -I ASPHALT DRIVEWAY APRONUj �o EX/STING EDGE OF /N ALL AREAS DISTURBED, RE. NYSDOT STANDARD SPEC/F/CATIONS 685 I I I I - TRAVEL LANE STANDARD SPEC/F/CATIONS 685 I I RE. DETAIL 2/C6.1 SHOULDER RESTORATION ------- UM p SAW-CUT EXISTING ASPHALT �` PER NYSDOT STANDARD SHEET 608-03 ( 11 of Asphalt AT LIMIT OF SHOULDER RESTORATION RE: DETA/L 1/C7. 1 � � p State Routes 13 34 and 96 OR/t/EWAY � FENCE WITHIN NYSDOT RIGHT OF WAY EXISTING CENTERL/NEUj New York S ' OPENING LIMIT 0+00 [17 MATERIAL /N LEGAL MANNER o a.k.a. Elmira Road PROJECTED EDGE DRIVEWAY H H OPENING LIMIT W Q variable width OF DRIVEWAY( ) PROJECTED EDGE GRAVEL OR/I/EWAY REMOVAL /N NYSDOT R/GHT-OF-WAY � U ARC TANGENT OF DRIVEWAY PLACE NYSDOT BACKFILL AND TOPSOIL, GRADE SMOOTH AND Q 0.2 miles to POINT ARC TANGENT ESTABLISH TURF WITHIN NYSDOT R/GHT-OF-WAYSeven Mile Drive \ POINT I- ASPHALT DRIVEWAY REMOVAL /N NYSDOT RIGHT-OF-WA Y M ± 6 I PLACE NYSDOT BACKFILL AND TOPSOIL, GRADE SMOOTH ANDLL_ sphalt REMOVE EXISTING TIMBER CURBING W/TH/N NYSDOT RIGHT OF WAY ESTABLISH TURF WITHIN NYSDOT RIGHT-OF-WAY / `S' ° a `�' \ o O DISPOSE OF MATERIAL /N A LEGAL MANNER O ASPHALT DRIVEWAY REMOVAL /N Y NYSDOT RIGHT-OF-WA PLACE NYSDOT BACKFILL AND TOPSOIL, GRADE SMOOTH AND o ±2 3 6. O ESTABLISH TURF WITHIN NYSDOT RIGHT-OF-WA Y _ _ �� Ea q coo CURB TR4NS/T/ON k x�j� EXISTING RIGHT-OF-WAY ��o �'yLQ '? ~ Ster/y e ��F RE. 4/C6.1 X :WITH ACCESS ofE/ oUnr/ O CURB TRANS/T/ON o o k� X hoads RE- 4/C6.1 O o 0 0 0 o c CENTER OF _ Headstones ARC TANGENT ,T CURVE RADIUS = sh POINT, m TYP FREE STAND/NG S/GN T k_ -- CENTER Of OT RE.- SITE PLAN O t - +��0�90�� JOB NO: 0728-16 ,o CURVE RAD/US I1 IV .I I p n SCALE: AS NOTED 20 0- O J CONCRETE CURB HEAVY DUTY ASPHALT 7 s� secs +nneS RE-: SITE PLANf-\ ^ 0 0 0 0 0 0 RE.•�S/TE PLAN IaC/�p DRAWN. AMF HIGHWAY IMPROVEMENT PLAN DESIGNED: AMF 1 DATE: 04/22/16 S CA L E: 1"-20' .WATER SERVICE TO BE DECOMM/SS/ONED DECOMMISSION AT SERVICE TAP. EXISTING CORPORATION REVISIONS TAP TO BE REMOVED AND PLUGGED. CONTRACTOR TO ESTABLISH TURF COORDINATE WORK SCOPE AND SCHEDULE WITH BOL TON POINT. DATE BY REVISION ESTABLISH GRASS TURF WITHIN RIGHT OF WAY /N LIMIT OF EXCAVATION: APPROX. 5'x5'x7' (LxWxD) ACCORDANCE WITH NYSDOT ITEM NO. 610.160X CONTRACTOR TO CONFIRM EXCAVAT/ON LIMITS. 8/11/16 AF REVISED PER NYSDOT COMMENTS (TYP/CAL OF ALL AREAS DISTURBED) REFER TO EXCAVATION SUPPORT NOTES. RECE/19NG PIT FOR WATER MAIN INSTALLATION VIA BORE 6/21/17 REVISED PER TOWN&NYDOT ESTABLISH TURF GAS SERVICE REMOVAL COMMENTS REFER TO UTIL/T N.Y PLAN LIMIT OF REMOVAL TO TO RIGHT OF WAY LINE. MAIN INSTALLATION IN CAS/NG V/.4 BORE �,7 = ESTABLISH GRASS TURF WITHIN RIGHT OF WAY /N LIMIT OF EXCAVATION.• APPROX. 8'x5'x7' (LxWxD) APPROXIMATELY 45 LF OF CASING ANTICIPATED. THE 4 m ACCORDANCE WITH NYSDOT ITEM NO. 610.160X REFER TO UTILITY PLAN. LIMIT OF EXCAVATION- APPROX. 5 k5'x<5' (LxWxD) 4/03/18 AF REVISED PER TOWN COMMENTS CONTRACTOR TO CONFIRM EXCAVATION LIMITS CONTRACTOR SHALL VERIFY LENGTH PR/OR TO THE START OF / CONTRACTOR TO CONF/RM EXCAVATION LIMITS. EXCAVATION TEXCAVATION SUPPORT NOTES WORK. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL (TYP/CAL OF ALL AREAS D/STURBED) REFER TO EXCAVAT/ON SUPPORT NOTES. 5/22/18 AF REVISED PER TOWN COMMENTS RECE/1//NG PIT FOR GAS SERVICE LATERAL INSTALLATION VIA DIRECTIONAL DRILL MEANS AND METHODS WITH NYSDOT PR/OR TO THE START OF REFER TO UTILITY PLAN. LIMIT OF EXCAVAT/ON.• APPROX. 4'x4'x4' (LxWxD) WORK. INSTALLATION BY OPEN TRENCH WILL NOT BE ACCEPTED. RECEUNG PIT FOR SEWER SERVICE LATERAL 3/25/20 AF MISC.REVISIONS CONTRACTOR TO CONFIRM EXCAVAT/ON LIMITS. RE_.- NYSDOT STANDARD SPECIFICATIONS SECT/ON 500. 446 EX/STING ELMIR4 ROAD INSTALLATION VIA DIRECTIONAL DRILL REFER TO EXCAVAT/ON SUPPORT NOTES. RIGHT-OF-WA REFER TO UTILITY PLAN. LIMIT OF EXCAVATION-RE- 10/C6.2 FOR CASING DETAIL 2/17/23 AF PLANNING BOARD SUBMITTAL '' RE. 1 C7.3 FOR PROF/LE WITH ACCESS p. �, APPROX. 8'x5 k7' (LxWxD). CONTRACTOR TO �� GAS SERVICE INSTALLATION BY HORIZONTAL DIRECTIONAL DRILL / ` ��d� CONFIRM EXCAVAT/ON LIMITS. REFER TO m` d APPROXIMATELY 60 LF ANTICIPATED. THE CONTRACTOR SHALL VERIFY LENGTH %� �'. EXISTING WATER SERVICE TO BE ABANDONED ��' EXCAVAT/ON SUPPORT NOTES. 7/26/23 AF TOWN SUBMITTAL PR/OR TO THE START OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL °'�: 'Li CAP BOTH ENDS OF PIPE AND FILL WITH FLOWABLE d�%' MEANS AND METHODS WITH NYSDOT PRIOR TO THE START OF WORK. /NSTALLAT/ON BY �'�Q°�'�i� FILL IN ACCORDANCE WITH NYSDOT SPECIFICATIONS -0 OPEN TRENCH WILL NOT BE ACCEPTED. 66 RE_.- NYSDOT STANDARD SPECIFICATIONS SECT/ON 500. d'� I �o Inv. 434.70 5"rvc Inv. 438.85 - - - - _ - _ - - - Irly. 430.70- _ - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S Inv.- - - - - - - - ,n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - COPYRIGHT 2023MARATHONENG. 10"Steel Force ain nv. 12"PVC - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Oy WV I I w -,p�� '�� 'v- - W �- - Wo - W `\ - W W W W ''' @� m I I I I EX/STING SAN/TARP SEWER CONNECTION TO BE REMOVED F �. I i mG '� �h L J i i-J REFER TO UTILITY PLAN OVERHEAD UTILITY RELOCATION ----.4' °i REFER TO UTILITY PLAN i STABILIZED CONSTRUCTION EXIT �� 1 SAMTARY SEWER MAIN INSTALLATION /N CASING HA - --- _- RE: 6 C6.0 CONTRACTOR �sr S' � APPROXIMATELY 50 LF OF CASING ANTICIPATED. THE / / LIMIT OF WATER SERVICE REMOVAL sr � � N I TO MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. +00 CONTRACTOR SHALL VERIFY LENGTH PR/OR TO THE START OF II OVERHEAD UTILITY RELOCATION RELOCATED UTILITY POLE i EXTEND FULL WIDTH OF PROPOSED DRIVEWAY. LIMIT OF EXCAVATION: APPROX. 5'x5'x7' (LxWxD) I i WORK. THE CONTRACTOR /S RESPONSIBLE FOR VERIFYING ALL CONTRACTOR TO CONFIRM EXCAVATION LIMITS. F v REFER TO UT/CITY PLAN REFER TO UTILITY PLAN I MEANS AND METHODS WITH NYSDOT PR/OR TO THE START OF 1 y REFER TO EXCAVATION SUPPORT NOTES. S N0. 086648 c, 0/y i i PROVIDE SMOOTH TRANSITION BETWEEN I -- Site Benchmark No. 2 ��; WORK. INSTALLATION BY OPEN TRENCH WILL NOT BE ACCEPTED. F� RE: NYSDOT STANDARD SPECIFICATIONS SECT/ON 500. A%FESSIONP� ESTABL/SH TURF \ NEW GAS SERVICE CONNECTION ; NEW PAVEMENT AND EXISTING, TYP. 446 LIMIT OF DISTURBANCE Elevation:447.52 RE. 10/C6.2 FOR CASING DETA/L ESTABLISH GRASS TURF WITHIN RIGHT OF WAY /N REFER TO UTILITY PLAN TYP. f RE-: 2/C7.3 FOR PROF/LE ACCORDANCE WITH NYSDOT ITEM NO. 610.160X Oy Site Benchmark No.1 TC=445.63 ADAM M. F I S H E L TYPICAL OF ALL AREAS DISTURBED) y TC=445.39 P=445.59 ( ) O F levatio :446.11 I BC=445.63 REFER TO UTILITY PLAN EXISTING SANITARY SEWER LATERAL BC=445.39 ` 4¢4 / TO BE ABANDONED \ v J ° II i APPROX. 65 LF \ I I /�� q�cs o o �- yt45 o ABANDON UTILITY IN ACCORDANCE WITH NYSDOT --- -- --- ° STANDARD SPECIFICATIONS oHu I OHu _ i OH ----- W -- off --- - u i oHr DRAWING TITLE: eHyL- - TP=445.42 y UTILITY POLE TO BE RELOCATED- o o �o Highway REFER TO UTILITY PLAN o o ------ �\ - ------- -� -- =X TC=445.21 W Uc ITARY S 443.5 BC=445.21 Improvement n sAN EWER L4TER4L REMOVAL m p rove a 3 ON � � � I o � � o -------443.5 ---- --- --=��-- - - - - I � � L/MIT OF REMOVAL AT RIGHT-OF-WAY L/NE. o " r REFER TO UTILITY PLAN. LIMIT OF EXCAVATION: APPROX. 1 of 4 /'" ---- --- -�J - TC=445.6 __ _ - TC=445.00 C 5 i TC=445. 0 ----ITC=445.85 5'x5'x�5' (LxWxD). CONTRACTOR TO CONFIRM EXCAVATION LIMITS. - - I E?C=445.1 _ _p BC=445.6 � , o o � 445 40 TD ^ o BC-�45.00 BC= �3 I BC 5.00 BC=445.35 'REFER To EXCAVATION SUPPORT NOTES 1 'ry 16of21 UNDERGROUND UTILITY INSTALLATION SHEET No. 7 . 0 a2FROM UTILITY POLE HIGHWAY GRADING, DRAINAGE & UTILITY PLAN SCALE: 1"=20' 0728-16 JOB No: DRAWING No: r + iMMUM TABLE NYl-A TABLE 6H-4 FORMULAS FOR DETEFUNDIG TAPER LENGTHS TABLE GC-3 THOW BARRIER VEHICLE USE REQUIREMENTS SPEED LIMIT IS) TAPER LENGTH (L) TAPER LENGTH FOR TEMPORARY WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE ENGINEERING SONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) WHO FT.) TRAFFIC CONTROL ZONES L TAPIR LENGTH SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY SIGN SIGN COLOR CONVENTIONAL EXPRESSLY FREEWAY SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREENAT 140 MPH)OR LESS L =W52/60 1 =WIDTH OF OFFSET IFTJ DESIGNATION CODE ROAD DESIGNATION CODE ROAD DESIGNATION CODE ROAD USE REQfIREMENTSI'S S =PRECONSTRLCTION POSTED SPEED LIMIT WPHI TYPE OF TAPER TAPER LENGTH (L) ROCHESTER LOCATION NON-FREEWAY NS MPH)OR MORE L =15 MERGING TAPER L roAo � 113-IP A 24'X24' 30•X3O• 30'X3W 3 9 CASCADE D R I V E 1 SHIFTING TAPER L/2 NANM1113 15-1 A 36'X76' 4B'X48• 489(48• CLOSURE TYPE EXPOSURE CONDITION (F'RECOISTRUCTION POSTED SPEED LIMIT W2f-t A 36'x36' 48'X4B' 41'X48" FREEWAY STANDARD TAPER LENGTHS SHOUouUDER TAPER L/3 R O C H ESTER, NY 1 4 6 1 4 ONE-LANE, TWO-WAY TRAFFIC TAPER 100 FT.MAXIMUM WORK z 45 MPH 75-40 MPH s JO MOH WORK ZONE TRAFFIC CONTROL LEGEND 114-3 A 36'X36' 36'%36' 36'x36' <P LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT DOWNSTREAM TAPER 100 FT.PER LAZE RAT! RAMP 5 8 5 - 4 5 8 - 7 7 7 0 WORKERS ON FOOT OR OF TRAFFIC AZERONa W5-4 A 36X36' 48•X48' 48"X48• 3 3 3 2 FLOW PATH 125 .5 WITH) O MPH) SYMBOL DESCRIPTION xo ROADWAY DEFINITIONS. I T H A C A LOCATION IN VEHICLES EXPOSED REQURED REQRED REQIDiED OPTIONAL P0 PP ymu W21-4 A 36xl8' 48'X24' 4824 TD TRAFFIC 4 45 60 85 110 1 BO 2DO 220 240 260 250 PABaIMN 113-4P A 48'448•X36' -- CONVENTIONAL ROAD-A STREET OR HIGHWAY OTHER THAN 840 H A N S H A W R D, S T E 6 LANE CLOSURE ARROW PANEL A FREEWAY OR EXPN, ESSPAT. NON-TRAVERSABLE HAZARD s ss Ts 105 135 zzs zso 275 Sao 325 350 •E••••• 16-3 A 36•XJ6• 48'%4e• 49�Ne• I T H A C A N Y 1 4 8 5 0 (E.EQUIPMENT,MATERIALS, REQUIRED REQIRED3 OPTIONAL2 OPTIONAL2 6 65 90 125 160 270 300 330 360 390 420 EXPRESSWAY-A DIVIDED HIGHWAY WITH PARTIAL CONTROL EXCAVATIONS fxLT syAxc SEE SHou.oEr W21i A 36'x36" AB'X48' 4B'X48' OF ACCESS. NO WORKERS EXPOSED T TS 105 115 190 315 350 BONS 420 455 190 0 ARROW PANEL,CAUTION MODE a TxL 116-1P NOTE 3 18'X21' N'X3W -- rain 6 0 7 - 2 4 1 - 2 9 1 7 WORKERS ON FOOT OR B 85 120 165 215 360 400 MO 480 520 560 W7-3aP A 24'XIB" 36'X30• 36')C10" xo"o A OR F FREEWAY-A DIYDIED H[GHrAY 1RH FILL CONTROL ff ACCESS. IN VEHICLES EXPOSED REQUIRED] REURED3 OPTIOIUL2 OPTIONAL2 9 95 135 1 B5 240 405 450 495 540 585 63o I" ARROW PANEL TRAILER OR SUPPORT W W W.m a ra t h o n e n g.c o m TO TRAFFIC l0 105 ISO 205 270 450 500 550 600 650 700 116-2P A 24'XI8' 3OW4' SHOULDER CLOSURE NON-TRAVERSABLE HAZARD I1 I15 165 225 295 495 550 605 660 7I5 770 BUMP WON-1 A ]6'XJ6" WWII' 48'X48' P¢r !g.EWPMENT,MATERIALS I--1 CHANGEABLE MESSAGE SIGN(PYMd1 acx. REQUIRED OPTIONAL2 OPTIONAL OPTIONAL l2 l25 ]60 245 32D 540 600 fi60 720 TBO 840 1m SEE a•nAnx IhaAlfx W21-5d A 16'x76" 4B'X48' 40'X48• COLOR CODE LEGEND EXCAVATION)DIET m� 116-,P NOTE 3 JWX2," -- --- nc°:z P21-Safi NO WORKERS EXPOSED A OR F ■ CHANIEI)ZING DEVICE AEAm W0-3 A 3fi'X36" 48'x48' 4B'X48• 116iR'L CODE DESCRIPTION CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR a W1"PR A 24'Xlb' -- -- ni A BLACK LEGEND AND BORDER 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYl-A ASSUMES THERE IS NO POSITIVE PROTECTION TABLE 619-4 ® SEE >Fou:x ON AN ORANGE BACKGROUND LJ� (TEMPORARY TRAFFIC BARRIER)PRESENT. WHERE WORKERS OR HAZARDS ARE PROTECTED BY A TEIdV"Y FLARE RATES FOR POSITIVE BARRIER 'AY,i 0 116-7R NDTE 3 24112' 3VXI8' ---- `A '~z O TRAFFIC BARRIER,BARRIER VEHICLES ARE NOT REWIRED. DIRECTION OF TEMPORARY TRAFFIC DETOUR 18-7 A 36'X36• 48'X48• 48'X48' 116-TRW A OR F a .xwoE' y� otn B BLACK LEGEND AND BORDER 2. WHERE THE REQUIDREIENT IS 'OPTIONAL',EITHER A BARRIER VEHICLE OR THE STANDARD LONGITUDINAL TABLE 6C-2 POSTED SPEED LIMIT SEE awm auv: ON A WHITE BACKGROUND BUFFER SPACE(TABLE GC-2)SHALL BE PROVIDED. LONGITUDINAL BUFFER SPACE TYPE OF POSITIVE BARRIER 30 40 MP 55 65 ,> DIRECTION OF TRAFFIC AHEAD 116-9P NOTE 3 N')(l2' 30'XIB' ---- x i N� 121i1z1 WHITE LEGEND AND BORDER A 36'x76" 41'X18' 4B'X48' C MPH WH MPH MPH MPH Rauch A�F e"e�uR W21ibR ON A GREEN BACKGROUND 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE PIECCNSTRUICTIOI TEMPORARY CONCRETE BARRIER a.1 I1.! 1,.1 iG1 2Rl W8-8 A 36'X36' 48'X48• 48*148' AND EACH CLOSED PAVED SHOULDER 8'OR GREATER 1H WIDTH. IF THE WORK SPACE MOVES 1iTHN POSTED DISTANCE BOX BEAM OR HEAVY POST CORRUGATED BEAM 7il 9.1 fill th1 15.1 r� FLAGGER NOAo °m WHITE LEGEND AND BORDER w THE STATIONARY CLOSURE.THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDINGLY. BARRIER SPEED LIMIT WHI NOAc >xou.oER oa, D ON A RED BACKGROUND VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DURING BOTH ^"E^o noa© cow MING AND 404-WMKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE FLAG TREE 10r ROAo ROAD 120 1 A 76 X36' 46'X48" 48'%4B" , s rc RED LEGEND AND BORDER Z REQUIREMENTS MAY BE MADE.AS APPROVED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE TABLE NY6H-3 NwaR 18-9 A 36'%36' 489148' 48'X48• Nonx Noxx E ON A WHITE BACRCROIND WHERE BARRIER VEHICLE PLACEMENT NOLLD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE ADVANCE WARNING SIGN SPACING >NN rr x NAIL OPERATION OF TRAFFIC. ~� LIltONAIAF BLACK LEGEND AND BORDER O DISTANCE BETWEEN SIGNS 516N LEGEND O wawiNc F ON A FLORESCENT YELLOI 4. BARRIER VEHICLES ARE NOT AEQIREO FOR MILLING AND/OR PAVING OPERATIONS,BUT THE STANDARD PAVEMENT MARKINGS THAT SHALL BE xo r21-8 A 36'x36" 4B'X49' 46'X48• GREEN BACKGROUND LONGITUDINAL BUFFER SPACE(TABLE 6C-21 SHALL BE PROVIDED. ROAD TYPE A ffTJ 8 FTJ C ffTJ XX TY \\\`\ REMOVED FOR A LONG TERM PROJECT cExrtR 1B-12 A 36'X36" -- DL7auR AHEAD 65 645 FT. ux- AHEAD WHITE LEGEND AND BORDER � W �-�--� S. BARRIER PACEVEHICLES ARE NOT HALLREQUIREDE FOR FLAGGING OPERATIONS,[KJ HE STANDARD LONGITUDINAL URBAN Is 30 MPH•) IDO f00 100 AHEAD AHEAD r20-2 A 36'X36' 48•X48" 4n41' G ON A BLUE AID RED RIPPER SPACE ITARLE6C 2)SHALL BE PROVIDED. URBAN 05-40 WITH-) 200 200 200 AHEAD AHEAD SIGN.TEMPORARY crou( °fr°ur BACKGROUND Az rr x MLL UROAh 12 45 YPH•I 350 350 350 1000 FT AHEAD Noo..a W8-14 A %'XJ6" 48'X48' 4B9g8' .ua-u z Lu o TEMPORARY BARRIER RURAL 100 500 500 1500 FT 1000 FT. Q,\ x.A. u uc '^ TABLE NY2-A rzz 1 A J6x36• 4e•x4e• as z4a v, PLACEMENT DISTANCE FOR BARRIER VEHICLES EXPFiESS1AY/FREEWAY 1000 1500 2WO 1 TOLE � IDLE i>srr° ousnc (� TEMPORARY BARRIER WITH WARNING LIGHTS z°� zoc •PRECONSTRUCTION POSTED SPEED LIMIT crE xoxo N20 3 A 36•X36' 46'X4a" 48'%4B ` " NOTES 14 PLACEMENT DISTANCE O`TJ Avorx r8-IS A 16•X36" 48•%48' 481140'PRECOSTRIICTION Llaxas TABLE NYI-B POSTED BARRIER VEHICLES- LRBAN6 (MEETS YORE THAN 1 OF THE FOLLOWING CRITERIA) o-� TRAFFIC OR PEDESTRIAN SIGNAL °M r :.n� 1. 0AEN510NS ARE SHOWN AS 11OTN X HEIGHT. SHADOW VEHICLE USE REQUIREMENTS SPEED LIMIT -0MUM LEIS.)MA CUM I LBAX SIDEWALKS,BICYCLE USAGE, THING,CLOSED DRAINAGE SYSTEMS, URN OF O OJOBILE CLOSURES) WIN) DRIVEWAY DENSITIES GREATER THAN 74 DRIVEWAYS PER MILE YQNOR xaA�RAd 122 2 A 42'%35' 42 X36" 42"X36' 2. THEE J.LTA NOT SHOWN ON THESE TABLES REFER TO M00 FT. MAXIMUM MINIMUM MAXIMUM GREATER,M DRIVEWAY DENSITIES OF IO DRIVEWAYS PER MILE OR '� TYPE BARRICADE >55 f00 FT. 200 FT. ]00 FT. 200 FT. GREATER,MAJOR COMMERCIAL DRIVEWAYS.NUMEROUS RIGHT OF WAY � 19-17 A 36'%36' 48'%48• 4B'%48• auUSE REQUIREMENTS 45-55 am ]00 FT. 200 FT, H FT. l65 FT. SPEEDRAOF 4 HIGH DENSITY OF CROSS STREETS,bSTH PERCENTILE n �A & � 3. WHEN USE° N OSSING(111 PITH A BICYCLE SIGN ATCH1 ORSPEEDS OF 45 MPH(R LE55. C fARNI1C L]CNTS r2o-4 A 36')T36' 46'X48" 489(4B" PEDESTRIAN CROSSING WWII-2)COLOR CODE SHALL WTCN. <45 85 FT. 165 FT. 50 FT. MOD FT. ar END NON-FREEWAY RURAL. ANY AREA NOT EXHIBITING MORE THAN ONE OF THE ABOVE 1/-17p A 24'%IB" 30-X24- 3Ox24- °ioxo °xY� BLASTING W22-3 A 42"" 4Z'X%" 42'"X36, CLOSURE TYPE EXPOSURE CONDITION (PRECONSTRUCTION POSTED SPEED LWD . AS DEEM IN NTSOOT STANDARD SPECIFICATION 619: CHARACTERISTICS. ® WORK SPACE ZONE FREEWAY z 45 MPH 35-40 MPH s 30 MPH BARRIER VEHICLE - VEHICLE USED FOR STATIONARY SHOULDER EXPRESSWAY. DIVIDED HIGHWAYS FOR TRAFFIC WITH FILL OR PARTIAL O �, CLOSURES, LANE CLDSURES,AND OTHER STATIONARY WORK ZONES. CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS WORK VEHICLE rauaa WO-27 A 36'X76• 4B'X48' 48'X4B" ur AT MAJOR CROSSROADS, aC3m "' WHEN ANY WORKER. 2 q q q 2 q MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD :c- 123-2 A 36'xJG" 48'749' 4B•X48" LAZE CLOSURE VEHICLE.OR OTHER HAZARD REQUIRED' REQIfRED2' REIU11RE02' REQUIRED DISTANCE FROM MANUFACTURER. FREEWAYS/1NTERSTATEi LOCAL OR INTER REGIONAL HIGH-SF£ED,DIVIDED, IIORK VEHICLE RTN TRUCK POINTED ATTENUATOR L"_ ,Ari 'u..-a� 7 IS EXPOSED TO TRAFFIC HIGH-VOLUME FACILITIES WITH FILL OR PARTIAL CONTRO OF ACCESS. ,,R°„ so n Ci°Nil L uj WHEN ANY fO(KER 9 Punon W8-24 A 36'X36' 48'X48' 48'X48' W1a 5 A 36X36' 48'X48 48ff48 SHOULDER CLOSURE VEHICLE,OR OTHER HAZARD REQUIRED"' REQUIREO2.1 REQIIRE02'4 REWRED2'1 TABLE NY2-B u'°' O IS EXPOSED TO TRAFFIC PLACEMENT DISTANCE FOR SHADOW VEHICLES n,-IL WORK DURATION DEFINITIONS " r OO A 36"x36" 4e'x4e• 4e•x4e• U W9-3 A 36'%36' 4B'1(48' ,B l(48• awm c,°aze 124-1R POSTED TRIX:TION PLACEMENT DESTINES (FT.) �1 1. A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT HONES CON711MJOLISLY OR INTERMITTENTLY P05�p SHADOW VEHICLES- Q v J ALONG THE TRAVELED WAY OR SHOULDER SLDWER THAN THE PREVAILING SPEED OF TRAFFIC. CHAINELIZDNG LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE STATE OF NEW PORK STATE OF NEW PORK IL O z DEVICES ARE NOT USED FOR MOBILE CLOSURES. SPPEEIE)D LIMIT U8OD0 LBSI (24000 LBSJ THAN 3 CONSECUTIVE DAYS. - - p n00F wxDMUM IDNIMIM wx[IMN DEPARTfrIENT OF TRANSPORTATION n1 1L A OR F 35'!O6 76x36 DEPARTIMNT OF TRANSPORTATIONLtr INTERIEDUTE-TEAM STATIONARY IS PORK THAT OCClPlES A LOCATIONIll-IR }} ! 124-Id 2. SHADOW VEHICLES SHALL BE EQUIPPED NTTH AN APPROVED REAR MOUNTED ATTENWTOR(IRING(MOlNTEO >55 J30 FT. 1B0FT. 280FT. - P (( 1� A 36'x36" 48'X48' 4B'x48'Gi TRAILER MONTED)FOR THE FOLLOWING MOBILE CLOSURES.LANE CLOSURES ON FREEWAYS,LANE CLOSUES NIGH THAN ONE DAYLIGHT ORE T IP TO J CONSECUTIVE DAIS.OR z zllIEEEW24_I�-55280 FT. 150 FT. 250 FT. NIGHTTIME IlOfik LASTING MORE THAN 1 HOUR. • + vNoON WON-fREENAY ROADWAYS HAYING APRE-CONSTRUCTI011 POSTED SPEED LIY[T OF 35 YPH OR YORE,SHOIILOEA U,S,CUSTOMARY STANDARD SHEET a� a� U.S. CUSTCNART STANDARD SHEET CS2 CLDSUFES ON FREEWAYS,AND SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PIE-CONSTRUCTION <45 200 FT. 10O F7. 200 FT. 1ii' Isjr m SHORT-TERM STATIONARY IS OAYT7IE WORK THAT OCCUPIES A LOCATIOi n� Wll-2L F 36'X76" J6'x36' ------- @Oia A 36'X36' 48'X18" 48'X4B" O SPEED LIMIT OF 45 MPH OR MORE. •AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIDO, gl� I5 /� WII 2R a�D ttt SS 124-1bL A 36"1L76" 48'X48' 4B'X,B• SIGN TABLE O J. FOR MIMICS LANE CLOSURES IL NSO LEERAY ROADCLOSURES O HAVING A PRE-CONSTRUCTIONHA POSTED SPEED STRUT SHORT DURATION IS WORK THAT OCCUPIES A LOCATION LP TO 1 HOUR. �N z xwAo z 11\ !(� 124 IbR OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSUES ON NOMfREEfAY ROADWAYS HAYING A PRE CONSTRUCTION SHADOW VEHICLE VEHICLE USED FOR MOBILE OR SHORT DURATION WORK ZONE TRAFFIC CONTROL (SHEET 2 OF 2> SPEED LlkflTATDR OF 40 MPH OR LESS.SHAD01 VEFiICLE1 ARE MOT AE(U11RED TO BE EQUIPPED PITH A REAR MOUNTED WARM(OPERATIONS. IDIHLE IS WORT(THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. LEGENDS AND NOTES 9�� 1-15R F 36•x76" 36'x36• -- �: g c ATTENJATDR. uj DISTANCE DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD R Bat$ 4. A SHADOW VEHICLE 1S USED TO PROTECT EXPOSED PORKERS WON FOOT(R N A VEHICLE)AND SHALL BE REQUIRED DISTANCE FROM MANUFACTURER. iO-'` O FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW' APPROVED SEPTEIBER I8.2008 ISSUED UNDER EB 08-036 '�" " APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 wyU� VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER B'OR GREATER N WIDTH. ADDITIONAL 1�p5 {CS SHADOW VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED .7S 120-7 A 36•XW 48'X48" 48'X48" PROTECTION OF EXPOSED WORKERS AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE. /S/DAVID J.CLEIENTS, P.E. 619-I I �' UY /S/ TODD WESTHUS.P.E. 619-12 EFFECTIVE DATE: 01/OB/09 DIRECTOR,OFFICE OF <q> EFFECTIVE DATE: 05/03/2012 DRAFFIC SAFETY AND R,OFFICE OF ui �$ + TRAFFIC SAFETY AND MOBILITY LL$ L + 1 10 um GENERAL PLAN NOTES W 1. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. O EDGE OF EDGE OF SHOULDER 2. ROADSIDE DRAINAGE TO BE MAINTAINED AT ALL TIMES. UJ Q TRAVEL LANE U SLOPE 3. MATERIALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR PARKED WITHIN ca LO(SEE NOTES) THE NEW PORK STATE RIGHT-OF-WAY. _ 4. MAINTENANCE AND PROTECTION OF TRAFFIC MUST COMPLY WITH THE CURRENT WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE WORK ZONE TRAFFIC CONTROL SIGN TABLE NATIONAL MUTED WITH NYS SIGN SIGN COLOR CMYEN71OAL EXPRESSWAY FREEWAY SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY SUPPLEMENT, SECTION 619 OF THE CURRENT NYSDOT STANDARD SPECIFICATIONS. DESIGNATION CODE ROAD DESIGNATION CODE ROAD DESIGNATION CODE RDAD TACK COAT THESE PLANS AND AS ORDERED BY THE ASSISTANT RESIDENT ENGINEER. ON A NYSDOT ® E5-1 C ------- 72•x6(Y' 72"X60• „W, �C� __ NYSDOT ITEM: 407.0103 z I�NWl YF': RI1-]c B 6WXJ0' Bally,' CONSTRUCTION PROJECT, MAINTENANCE AND PROTECTION OF TRAFFIC MUST COMPLY NYR9-11 a 24•X42" AMOK' 49'x84• BETWEEN EACH LAYER OF ASPHALT WITH THESE PLANS AND BE IN ACCORDANCE WITH THE NYSDOT CONTRACT DOCUMENTS Q G20-1 A 361X18' 48"X24' 48•X24' %�• AND ON VERTICAL FACES WHERE NEW AS DEEMED NECESSARY BY THE ENGINEER-IN-CHARGE. O ASPHALT IS PLACED AGAINST EXISTING TOP COURSE Q G20-2 A 35'XIB' 48"X24' 4B'x24' �,pp-12 a z4'7Q6' 36•x54• 4B'Xlz• I'll 4q A 36•X36• 48•X48' 48•x48• 5. NOTIFY THE NEW PORK STATE DEPARTMENT OF TRANSPORTATION'S ASSISTANT ~ v,w ROADWAY DEFINITIONS. 1.5" THICK Q G20-4 A 36•x18• --- --- NYSDOT ITEM # 402.098203 RESIDENT ENGINEER AT THE NUMBER BELOW, THREE (3) WORK DAYS PRIOR TO WORKING a F I I �?> CONVENTIONAL ROAD-A STREET OR HIGHWAY OTHER IMAM WITHIN THE STATE RIGHT-OF-WAY. G20iaP A 24'Xl8" 36'x24" 36"X24' A FREEWAY,OR EXPRESSWAY. 9.5 F2 TOP COURSE HMI, n5 MY14-IT A 36"06" 48'X48• 48'X48 tx 80 SERIES COMPACTION JOHN McDOWELL, PE (607) 535-4992. EXPRESSWAY-A DIVIDED HIGHWAY WITH PARTIAL CONTROL Cra' M1-f G 1 0R' DI' 36"X36" 36'X36" OF ACCESS, NOTES: XX 24'X24' 11-4CL NYWe-30 A 4a"xz4• 4a-x24• 4a•zz+• 11-4bR A 36•z36• ,B'x,e• 4e•x4e• BINDER COURSE PANT FREEWAY-A DIVIDED HIGHWAY WITH FILL CONTROL OF ACCESS 6. ALL MATERIALS USED WITHIN THE STATE RIGHT-OF-WAY MUST COMPLY WITH THE 3 DIGITS 2.5" THICK 1. RECONSTRUCTED SHOULDER CROSS SLOPE TO MATCH CURRENT NEW PORK STATE xx MI-It G 3W%2,' 45'X36" 45"X36' O NYre-31 A 4a'xz4• 4a'Xz4• 4a-xz4• NYSDOT ITEM # 402.198903 EXISTING SHOULDER CROSS SLOPE. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS ALONG WITH ANY APPROPRIATE JOB NO: 0728-16 2. ALL MATERIALS SHALL CONFORM TO NYSDOT STANDARD Y1-4 g f OR 2 DIGITS36"X36" 36'X36" °.AY Nne-32 A 4a'x2,• 48'x24• 4a•xz4• COLOR CODE LEGEND 19.0 F9 BINDER COURSE HMI, CURRENT NYS DEPARTMENT OF TRANSPORTATION STANDARD SHEETS. SPECIFICATIONS. XX 24'X24' NYIB-33 A 48"x24• 49X24• 48'z24• W1 4d CooE DEs RIPTION 80 SERIES COMPACTION 3. CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT AT SCALE: NA 114aA A 36'z36' 4e'X4e +e•x4e' 7. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF XXX MI At B 3 DIGITS 45•x36" 45"X36' � BLACK LEGEND AID BORER BASE COURSE LIMITS OF ASPHALT REMOVAL WITHIN AREA OF DRAWN: AMF 3(1'X24• t A SECTION 401 OF THE STANDARD SPECIFICATIONS. ALL ASPHALT PRODUCED AS PART OF RI 1 D 36'x36" 3fi'LT6' 4a'%4B• ON AN GLADE BACKGROUND 6" THICK (2-3" THICK LIFTS) SHOULDER RECONSTRUCTION. SECTION 401 WILL BE PAID AT A FINAL QUANTITY ADJUSTMENT FACTOR 1.0. ASPHALT NORTH M3-1 B BLACK LEGEND AND BIRDER NYSDOT ITEM # 402.378903 COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. DESIGNED: AMF EAST W-2 RI-2 E 361WI36' 48•x48'X48" 60'X6C`X6W ON A WHITE BACKGROUND SEE 24•x1r' 36'x1B" 36"xta, � n-6L A 37.5 F9 BASE COURSE HMI, DATE: 04/22/16 sOUTH M3-3 NOTE 3 24•X30" 49•X24" Ii0'I(70" 60x3f1" C WHITE LEGEND AND BORDER 80 SERIES COMPACTION ON A GREEN BACKGROUND 8. NO NIGHT WORK SHALL BE ALLOWED UNLESS APPROVED PRIOR TO START OF R2-1 B IR ]6'x4B' 36'x4B' WHITE LEGEND AND BORDER SUBBASE COURSE wEST a+ XX 3WX36• 11-6R A PROJECT. ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC MAY BE REQUIRED REVISIONS BETOUi W-8 A 24'Xt2" 36"XIB" 36'x18" ��5) A O ON A RED BACKGROUND 12" THICK INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. Exo �`ai,' R2-11 B 2,"X3W 36'X48' 36'x4e' '1-8L E RED LEGEND AD BORDER NYSDOT ITEM: 304.12 DATE BY REVISION o�mua W-80 A 24'X1 B" 24"XIB' 24'x18' zoxr BORDER) ON A WHITE BACKGROUND A 18'%24" 30706• 30,06• TYPE 2 (TWO 6" LIFTS) 9. HAZARDOUS WASTE NOTIFICATION - THE PERMITTER ACCEPTS THE RIGH-OF-WAY BLACK LEGEND AND BORDER aOETO..R IF�'jx 11-9R 040 F ON A FLOURESCENT YELLOW OF THE STATE HIGHWAY IN ITS "AS IS" CONDITION. THE DEPARTMENT OF 6/23/16 AF NYSDOT SUBMISSION Wi i„x,° Rp_12 8 24'"6• 36x54" 36X54• BORDER) GREEN BACK ROWD TRANSPORTATION MAKES NO REPRESENTATION AS TO THE ABSENCE OF UNDERGROUND Derou DErau W-9L A 30'X2," ,8 1(36' 48•X36' D. ON LEGEND AND BORDER SHOULDER RESTORATION WITHIN NYSDOT D O T RIGHT-OF- WAY-F- W A Y W-9R � : q G oN A aL1E ARID RED � TANKS, STRUCTURES, FEATURES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE 6/21/17 AF REVISED PER TOWN&MUDDY NOT R4-1 B 241 W 36'748• 36'x48' 13-1 A 36•z36' 49•x49' 4B'X49' 9ACKGiCUND WORK PERMITTED HEREUNDER. SHOULD PERMITTEE FIND SOME PREVIOUSLY UNKNOWN COMMENTS A PA33 SCALE: N.T.S. UNDERGROUND IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION DETOUR A4-7 B 2,'X3W 36'x4B' 36'x48 SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH 3/25/20 AF MISC.REVISIONS K W-9a A 3D'X2," 30'X24" ----- R4-7c B 18900• -- ----- ♦ q DETOUR NARROW13-2 A 36'X36- 4B•X41• 4B'x49• ,. __. SUCH PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS. THE PERMITTER IS REQUIRED R4-8 B 24'X30' 36'x48' 36'x49' NOTES. TO REMOVED, MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, R4-8c HIGHWAY WORK PERMITS 2/17/23 AF PLANNING BOARD SUBMITTAL DETOUR kAFM a 18900' - - - 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. EXCAVATION/RESTORATION DETAIL WITHIN NYS RIGHT-OF-WAY STRUCTURES, FEATURES OR IMPEDEMENTS IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND IS APPROVED BY THE DEPARTMENT OF TRANSPORTATION. W-96 A 3WX24" 3WXT4" ------- ar"� P3-3 AI 36'XJ6' 48'X4B' ,8'X4B' 2. FOR SIGNALS NOT SHOWN ON THESE TABLES REFER TO THE Y11.T.L.D. OUTSIDE OF PAVEMENT AND SHOULDER TOWN SUBMITTAL D N R4-9 B 24'X.TW 36'x4b' 3sx4e' 7/26/23 AF DETOUR �^xE AND y J. COLORS FOR DIRECTIONAL DIRECTION PLAQUES. MATCH THE ROUTE TURN OR INTERSTATE (N.T•S.) 15-1 E 36"%36" 36'l06" 48'X48' c SIGN THAT THEY SUPPLEMENT AS PEA THE ILUT,CD. --.._ _ DETOUR 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AID 4" TOPSOIL,SEEDED AHD MULCHED ~ A 76•x76' 48'X48, 48•x4B' BORDER ON AN ORANGE BACKGROUND.W-9c A 30'X2," 30X24" ---- A9-8 B 36'Xl9' 36'x19' ---- "� 4 FINISHED GRADE ITEM 610.)402 - TOPSOIL - RDAOSIDE v ]TEN 6I O.NO3-TOPSOIL-LAWNS DETOUR NaNAu S. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES ITEM 610.1601 -TURF ESTABLISHMENT-ROADSIDE MD �'9 B 24'x12' 24'Uf12' - MULTIPLE LANES ON A CONVENTIONAL ROAD, ITEM 610.1602 TURF ESTABLISHMENT-LAWNS DETOUR W-I(L lrtA� R9-10. <3i A4 36"%36' 49'X49' 4B'X,9' W W V .v v v w W W '� .�W v W v W •' W W W A 48'XIB' 4rX18" 48'XtB' R9-1OR B 24"X12' 24•X12' _____ .,:::.... . :•�,:. '::,:•: _ DETOUR W 10R O ~ �q SEE 21'XI5' 30 x21" 30'1121' Q 448 448 COPYRIGHT©2023 MARATHON ENG. O O NOTE SEE 3 R9 Ill B 24•XIB' 24'718• -- 14-1R A 36'X36' 48'X48" 48•X48' 141 BUITA ILE WITH �-2 NOTE 3 21'X15' 3W%21" 30'X21' � R9-17R � SUITABLE MATERIAL^\ 447 447 �� ' STATE OF NEW PORK I - EXISTI G O r NEw um, Q. R9-11d GRADE OO MG-z a9-uaR B z,'x1z• z4•x1r -- O DEPARTMENT OF TRANSPORTATION �' Q "i � GW Lf a NOTES 21'XIS' 30'x2U' 3W'x21" Q ' 14-ZR h I PROPOSED �P Y� O�� N•� 14-2L A 36'XJ6' 4B'X4B' 41'X4B' ' � ♦ fA6 3 N a Y6� o I U.S. CUSTOMARY STANDARD SHEET W k / GRADE ONE°• RIO-6 B 24"' 241X36' __ ! 446 446 R11 2 B 4890W 4n3W 4b'X7W ^' �m a XX NYWA 8 24•X24' 36'X36" 36•x36" R - SIGN TABLE N I IV g N a Eo (SHEET 1 OF 2) P g XXX NYM3-2 B 30')124" 45"X36' 45'X36" ,� `�� &Dm, I _ 445 OR/l/ AY SL PE 445 �'G APPROVED APRIL 1,2012 ISSUED UNDER EB 12-010 AS� N0. 086648 ��CO NYM3-3 B 3W)(24" 45"X36• 45'X36" ` 1.09. � n_ P� nt /$/TODD WESTNUIS.Pi. b �jOFESSION DIRECTOR,OFFICE OF 619-12 ~r:-_._d °o': DR/ WAY SLOPE S EFFECTIVE DATE: 05/03/2012 TRAFFIC SAFETY AND MOBILITY o 0 444 444 ' ,_.n_T.:o•'+ ITEM 203.25 -SA4BACBFILL -1.09(f) ADAM M. FISHEL zA EDGE OF PAVED SHOULDE 443 EDGE OF TRAY L LANE 443 (LIMIT OF SHOULDER RESTORAT N) NOTES: 442 442 DRAWING TITLE: II BACKFILL OF SJITABLE MAI;),,It ;.4::I ICE COMPACTED IN MAXIMUM 6"LIFTS X X X X X X X X X 21 ALL DiSIU?bF7 .AREAS SHALL BE MULCh, CR HAVE TURF ESTABLISHED MINN 10 DAYS. W W W ti W CO W uJ � W W LJ.J Highway CD CD IN- Lf7 C0 Ln In Ln 0 In 6) Ln (9 Lo CY)O L6 Comfort 71 h:i. nl. �,a-_ CONFORM TO NYSODi; :II N_a'ID45. O O L6 't C (6 6 � M 1Improvement Plan Nt INN & SUITES 2 of 4 EXCAVATION RESTORATION 0+00 0+50 0+80 17 of 21 2 (OUTSIDE OF PAVEMENT & SHOULDER ENTRANCE PROFILE SHEET No: C-7 . 1 SCALE: N.T.S. 3 SCALE: 1"=20' (HORIZONTAL) 0728-16 1"=2' (VERTICAL) JOB No: DRAWING No: r • TH01 V GENERAL NOTES BARRIER/SHADOW VEHICLES ENGINEERING 1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AID IN THE MUTCD,REFLECT 1. BARRIER AND SHADDII VEHICLES SHALL BE REQUIRED AS PER STANDARD SHEET ROCHESTER LOCATION SHOULDER 2. MINIMUM REQUIREMENTS. TITLED'WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'. 3 9 CASCADE D R I V E 2 THE THE TRAFFIC CONTROL TOR WUST PLANFOR REVIEW TO THE ENGINEER. GND APPROVAL tBYNTHEPo�ED REVISIONS TO NAL DIRECTOR OR 2 THE BARRIER NO WORK ORSHADOW VEHICLEHANDETHENACTIVE WO2K�ARELS AHALL POLLBAHEADADISTANCEEN R O C H E S T E R, NY 1 4 6 1 4 TRAVEL LAB HISMER< PROPOSED REVIISSIONS,EXCEPT FOR EE FIVE(5)FORK DCHANGES AYS RTHAT ALTER TH TO THE E SCOPE OF THE TTRAFFIC ION OF SUCH 3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE iN CONJUNCTION WITH 5 8 5 - 4 5 8 - 7 7 7 0 CONTROL PLAN. SUCH CHANGES IN SCOPE WEST BE SUBMITTED TO THE ENGINEER FOR POLICE PRESENCE IN THE WORK ZONE,TO BE INCLUDED IN THE UNIT BID PRICE FOR BASIC APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY(301 WORKING DAYS WORK ZONE TRAFFIC CONTROL. I T H A C A LOCATION 10'MINIMUM -CHANNELIZING DEY)CES PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. TRAVEL LANE 6EE NOTE 1) .!/ tSEE NOTE T) � 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING,'1TH THE NAMES, 840 H A N S H A W R D, S T E 6 ADDRESSES,AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SF"E LABOR, I T H A C A, NY 1 4 8 5 0 MATERIALS,AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HORS. THE SHOULDER ■ ■ ■ ■ ■ ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEWENT, THE NEW 6 0 7 - 2 4 1 - 2 9 1 7 - L YORK STATE POLICE,THE RESIDENT ENGINEER,AND THE LOCAL POLICE. F F F F ACTIVITY AREA www.marathoneng.com BARBER PLACEMENT VEHICLE DISTANCE 1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM SOQ'LONGITIAINAL DISTANCE BETWEEN SEE TABLE W2- CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY,UNLESS OTHERWISE APPROVED BY THE ENGINEER 300 500' POSTED B �� A SHOULDER BARRIER VEHICLE SETUP E NOTE WJ 100 500 SPEED LIMIT <45 (SEE TABLE NY6H-3) ISEE TABLE NYHM71 TAPER O./3) ISEE NOTE 5) DOWNSTREAM MAKIMM 2. WHEN TWO OR MORE AREAS ARE ADJACENT,OVERLAP,OR ARE IN CLOSE PROXIMITY,THE 1000'POSTED SPEED 6EE TABLE Q1i TAPER CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY LIMIT ,15 6H-/FOR L) IS MAINTAINED THROUGHOUT ALL WORK AREAS. �Y (SEE TABLE 6C-2 AND NOTE 2) SiGNS END 1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLAITS AND O DETAILS MAY BE ADJtUSTEO BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE �A'ra2' ROAD ROAD WORN FINAL LOCATIONS OF SIGNS ARE ABJECT TO APPROVAL OF THE ENGINEER Arse ' WORK S WORK HOULDER G20-2 2. ANY EXISTING SIGNS.INCLUDING OVERHEAD SIGNS.WHICH CONFLICT WITH THE TEMPORARY ROAD WORK AHEAD TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED,REMOVED,STONED OR RESET,AS noire T XX NNE APPROVED BY THE ENGINEER ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO w THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS NYR9-11 C20-1 6EE NOTE NI Qa CONTRACT. z I20-1 R21 i 3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED 50 THAT THEY DO NOT OBSTRUCT A r MlFS NEXT WOTORISTS LINE OF SIGHT. O XX WT-3C A. ALL WARNING AND REGULATORY SIGHS SHALL BE POSTED ON BOTH SIDES OF WULTi-LANE (SEE NOTES 3 AND 6) SHOULDER CLOSURE DIVIDED HIGHWAYS,MULTI-LANE RAMPS,AND ONE-NAY STREETS. IN CASES RHERE LANE SHORT OR INTERMEDIATE TERM STATIONARY RESTRICTIONS REDUCE THE TRAVEL MANE TO ONE LAZE, SIGNS SHALL BE POSTED ON THEN HE CIO W W E 2-LANE 2-WAY ROADWAY NGGIINEERR•OF THE ACTIVE TRAVEL LANE,UNLESS OTHERWISE AUTHORIZED BY THE ONOT TO SCALE( Z LU 5. SIGNS MONIED ON THE MED[At( OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER 15 IN PLACE MAY BE WOUNTTED ON THE BARRIER WITH A SADDLE TYPE BRACKET.LAYING THE SIGN CORN IN A HORIZONTAL POSITION IS NOT PERMITTED. � � �./,!A 6. THE DIMENSIONS OF WORK ZONETRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE WURCD. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE. O 7. NYR9ZIW WAY MAY B BE USED IN RACE OF NYR9 11. O CHANIEUZING DEVICES 1. WHERE POSSIBLE ALL CHAINELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2'LATERAL CLEARANCE TO THE TRAVELED WAY. PUBLIC ACCESS NOTES, 1. PROPERTY DINERS WHOSE T 24 H YS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED OBY R I. WHEN THE WINIMM LANE WIDTH OF 10'CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE,USE THE DETAIL THE CONTRACTOR AT LEAST 2A HORS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION. MULTIPLE ACCESS PROPERTIES,AT LEAST ONE DRIVEWAY SHALL OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL ORIYERATS AS SOON AS POSSIBLE. 2. NO IORI( ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES,OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. NOTE.SEE STANDARD SHEET TITLED 'WORK ZONE TRAFFIC CONTROL 2. SUTABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM >0 LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. 3. WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2 MILES TO 5 MOLES.A CODES USED IN THIS DRAWING. UJ Z SUPPLEMENTAL DISTANCE PLAQUE OT-30)SHOULD BE USED WITH THE SHOULDER WORK SIGN U121-5L LANE CLOSURES H. THE ROAD WORK NEXT XX MILES SIGN(G20-1)WY BE USED INSTEAD O THE ROAD WORK AHEAD SIGN M20-II IF STATE OF NEW YORK 1. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMM VISIBILITY,I.E. O FORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MIES. --_------ BEFORE CURVES AND CRESTS.TO THE EXTENT CONDITIONS PERMIT. DEPARTMENT OF TRANSPORTATION Z U 5. FOR BARMIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NT2-A OR THE STANDARD SHEET 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TOE IF THE ROUTE 15 w�// `^ TiTLED'WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'. NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDEICL IX Q V J 6. IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL U.S.CUSTOMARY STANDARD SHEET THE CONTRACT LIMITS. O 7 TO PLACE STATIONARY SIGNS,THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AM IM SHALL NOT LINE WIDTHS LL - EXCEED 5 MLES. STATE OF NEW YORK O Y I. UNLESS AUTHORIZED BY THE ENGINEER,THE IDNDMM LANE WIDTHS FOR WORK ZONE TRAVEL __ T. CHANNELQING DEVICE SPACING(CENTER TO CENTER)SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPAM. SHOULDER CLOSURE C LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'.THE WINIMUM LANE _------ DEPARTMENT OF TRANSPORTATION I. TRANSVERSE DEVICES SHALL BE REQUIRED US PER 619 STANDARD SPECIFICATIONS(WHEN A PAVED SHOULDER 2-LANE 2-WAY ROADWAY $ WIDTH FOR ALL OTHER TYPES O ROADWAYS IS 10'. F O HAVING A WIDTH OF I'OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. d. 2. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER•A WIND"OF 21 U.S.CUSTOMARY STANDARD SHEET O g CALENDAR DAYS S ADVANCE O PERFORMING THAT ANY WORK THAT RESLLTS IN THE REDUCED APPROVED SEPTEMBER 15, 20D9 ISSUED UNDER Ell 09-025 � WIDTH A D EXISTING ROADWAY, SO THAT THE ENGINEER WAY FSLLTNOTIFY THE REGIONAL �,- PERMIT ENGINEER IN A TIMELY MANNER. UJ /S/DAIIID J.LLEIFJITS, P.E. EFFECTIVE DATE: 01/07/10 DIRECTOR,OFFICE OF 619-20 � WORK ZONE TRAFFIC CONTROL TRAFFIC SAFETY AND MOBILITY a > O GENERAL NOTES &�� W APPROVED SEPTEM6ER 1B. 2008 ISSUED UNDER EB OB 036 Ro-ta Rzo A no-l {��pIIII� NYR9-1 Z\� /5/OAYID J.CLEMENTS, P.E. ME NOTE 61 ROAD ct.a �$ TRAFFIC SAFETYEAND MOBILITY 619-10 Q LINO . DINE LANE WORK EFFECTIVE DATE: 01/08/09 - UM ROAD.WOW ROAD �d AHEAD AHEADUJ L/3 SHOULDER c aEE TABLE 6H-T (SEE NOTE 9I 113W - 500'POSTED i. A\(Wk /.()NF I12.AF1-1( CON FIZOI, REVISIONS 7. VEHICLE RESFIZICTIONS 12. KEl)1 1111':111':NIA FOR\.VZ1.1111,F:�HSSS.1(;l( SI(.NS IND NOTE 1) SPEED LIMIT <NS O GER LOCATION A D C MPH 200' -300' ME TABLE NY611 71 _lSEE TABLE NY6H-i4l3EE TABLE Nf6H-VI I IW POSTED SFE�i] 1'r,)) d I-:\I,In11,IO Ih: \\,�rl. /„ITC I railhc('onttol I W7,TC)plait shall be submitted 'Ilse Contraclor'll:lll re,oll am I-csh'rctµ,ll(as defiled below on high\\a\s.ramps.or 1. The use of Portable Variable Message Signs PVNIS is intended to advise traffic A.z I Ulm :,5 MPH I I, •� i ) i g g ( )� � � Q u\ S ll I I ,r the rcwie\w and.I I, \.II L\ the R,��irn,al�1'rallic h:m�ine� � �, ; of upcoming and actual changes to re tar traffic patterns. t ) I er prior �,., sI ,;:I O h , •�, , �' � � � S ( i •� ' ALL NctL a i .� .� .� .� I I �. � P bride at Ica ) .u m� tteekd.t\, n,ad an�e of the rasd•tetl n. 1�( )c,l\. P g � the planned intpl.ntentation of such rc isions. I he C(1)tl'aetUl'shall not in)pletnent lead tittle is ilea, :u\ to pro\ide the RTMC'adequate time to present issuance of S".P.A.C[i7 ■ LHCLtDER � i � U �■ the proposed revisions without approval front the Regional 1 raflic Lngineer. Special I Lwlin I'erntits that would route ovenvc vehicles over the reslrletal section 2. The P\\IS shall be placed at the locations sho\\n on the Work Zone Traffic Q EL Hou 1DO, CHANNELICSEL DEVICES of this contract. Conu J \1.-'l( plan• and other locations specified by the engineer. The P\'1\IS LO TRAVEL LANE �, �� YINIMIMI ► - [SEE Hal[ 4i z -�.�. .QP' ..-_j.`FG MET:.I?.,I.. •-"' TRAVEL LANE <= -_ _- W1YWUW shall I pla,:d ,\cn(,I d{iN,hct,)Ic.Tn\ bi id,_,,: mad:Insure and or an\ ----------------------------------■- f - ------------ --T --Y --■ -■-- -- - ------Z------------ ------IN - ■ -- t -- -------------------------- len, ,,,,.11, P�l1.11 )1Al:C111enlIsiohcL;inand\\IIIrclnaill11 llacCurll11 :111\work U_ 2. TR.kViiL 1.:1NE WIDTHS IN�4'ORL ZONES Restr'Ictlons,Nall he defined as one or more oftho follo\yi,t�: r I { TRAVEL LANE ■ ■ ■ ■ y.> TRAVEL LANE 1 Complete closure of a highway.ramp or bride- ttitllin t l:.i n:It.J \,•'I phGlse has been completed. Se\en(?j d:ics prior to x O ,. closure t tLin, ,la,c-and or an\ tell,,,,r ll\ i Ilal )lacrillent.the initial lllessage ■ s \\here not sho\\it in the\\/l C plans or otherwise authorized by IN1 S DO f,travel Ir1,1.11106011 of b,ntrcr :» channcliznlg de\ices that result u,an unobstructed I 1 SHOULDER SHOULDER shotwn in the ;r,nlra:t pl,w, Ball Lc displa\cd OnCc the closure IWl IAA :n place z ■ / ( lane widths in work zones shall be a niininnmt of 11 Pt on freeways.ramps, �)idth less than I t feet aloe,a high\\a\-ramp or brie{ c. expressways and multi-lane*conventional roadways and 10 13 on all other 3: Suitable dri\ire ,unlaces of less than 14 feet in\\idth. and ,,1 1,nlp„T.n\ u•r1:il 1� a,li\all�1.file i'\ \IS's shall rcillaill,m for the duration POSTED SPEED500' aE- 10 B) A conventional roadways. 4: .\\ailablc\crtical clearance ahowe the highway is less than 14 feet in height. Of Ill, -ur::1n I .,r:1,1i\aI d Icn)1,,r:u\ signal displa\cd with the message Q # Multi-lane roadways are those with two or more thru lanes in one or both 5: AV ork would limit v chicle Icn<_>,th N i.c. iunlill-ahility) shotvu in Ili, i,Lnl� (DDT.A5 MPH ~ [SEE TABLE NY6H-3) l00' SEE NOTE 7 6EE NOTE_5a,-_jISEE NOTE_7�,4 ,,CQ' ( EE TABLE NY6H- E TABLE NYGH ) ONE LANE directions.) 6: Changing the load capacit\ of a higlmay.ranip or bridge. SPEED LIMIT k 45 T16-WAY 110-WAY MPH 1_/7 SHOULDER TAPER TRAFFIC TAPER TRAFFIC TAPER 3. P\ NiS ulllt, 1„he In„il,,1 ,v III1111 rIwiild,I ,1,,n is per Siandar'd Sheet619-22 (SEE TABLE GHA AID MP.) fTYP.X w0:I1 I,,.:It:d\\Ilhili i(car/,»le. NOTE 1) The Contractor shall also give verbal notification at least seven(7)business days(i.e. 3. DAILY LANE.RAMP AND SHOULDER CLOSURE RESTRICTIONS Monday through Friday excluding holidays)prior to and at the end of a restriction on 4. 1"\ \I', [mil, I,,catcd helimd :•uidc rail shall not be located within rail deflection ROAD any roadway to the: dl�t:ill,: s:, _lion 619 of the Standard Specifications. aNE LANE ' Work zones shall be restricted to one side of the roadway at a time in each direction WORK mw WORK ROAD N E on divided roadways,unless approved by the Engineer. JOB N O: 0 72 8-16 �■ AHEAD AHEAD Beal wJP, I'\ \l� nnUt hall be inslallcd and maintained in accordance%with Section 619 of Tompkins Count\- Emergency Control Center(607)273-7288 h: �I:uu-Lard S,ecitication and ilenr N, 9.1 1 xxxx.NYR9-11 The Contractor shall schedule work so that all travel lanes and rams in each i 1 SCALE: NA Wzo-1 lrzo-4 Wzo-Ta P aEE NOTE 9) direction are open when the Contractor's operations are closed down or substantially 6. 111E(_'Onlr:tit", •hall (,,O\id, the ]'IC\\Nth the nu)del,nrunllacuu'er date and DRAWN: AMF FLAGGING OPERATION closed down. 8. A\Y)IZK.ARE.A('OORUIN_kTlON manul,[ lHll l�d vvIli�h Ih: A111"llal fransportatiOn COnununication for ITS SHORT OR INTERMEDIATE TERM STATIONARY Prot I A I('II ,'InpII'mt I'V ',,I"the conUactor plants to it,,: IiOnl the DESIGNED: AMF LANE CLOSURE ON 2-LANE 2-WAY ROADWAY Daily closures may occur off of long-term closures and shall be subject to daily (NOT TO SCALE) Dep:Itltncnt-s-'.\ppt.,,„I- li<I. I-h: 1'\ \IS \\ill need I„ac,ep, all DATE: 04/22/16 closure restrictions. Ilse Contractor shall coordinate work activities vvNth other contracts twitltilt and�or comnumications from the 1 x)1 1Zc ional Transportation Al:ula enlcnt adiaccnt to the contract work limits. C'ciii i ( I \1( )in S\racu_: REVISIONS Work zones shall be restricted to one side of the roadway at a time on undivided highways. 9. .\C CEISS 13. \11,,( I I I \NFOt'S DATE BY REVISION No lane or shoulder closures shall be permitted between the hours of 7:00 am until 9:00 am The Contractor shall ensure that active lanes of tratlic on Frcc\yays are not crossed by i \\ I( �l 11 :l-lip >Imll 11ol he9111 rintll 9 UU \\I lot m-c t,\\Ilh:l o 00\\f to 8/11/16 BY REVISED PER NYSDOT COMMENTS and between the hours of 3:00 pin until 6:00 pm. p;de,tri:ul vv,�T l r s For all other hi't,_11 ,<. the ,)11 -r.hill l en sure that pedestrian 9.00.A\1 peak hour laiic closure restriction. NOTES yv tl,t, .1 ,•� a,(1 laic.r,ftral)i. �,nlv at pi,,perlv nuked ,r unmarked crosswalks 3/25/20 AF MISC.REVISIONS ,r I d vv:11Lvv.n It i t:,Iu11,11 that th 1'n,j:ci Safety and 1. WHEN PAYED SHOULDERS HAVING A WIDTH OF 8'OR MORE ARE CLOSED, I. T FLAG TREE SHALL BE LOCATED ON THE SHDIADER,AT APPROXIMATELY 4. FLAGGING OPERATIONS and d:d1 atcd �0i:ut CHANIELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN it THE DISTANCE BETWEEN THE FLAGGER SIGN(12D-ia)AND THE FLAGGER. if.alth I'Lln:Iddic %A"]I, :ln I m,:,l proposed 2/17/23 AF ADVANCE TO DELINEATE THE BEGINNING OF THE WORK AREA AND - 2. Pedestrian accommodations shall be maintained for the duration of the r0 osed PLANNING BOARD SUBMITTAL DIRECT VEHICULAR TRAFFIC 10 REYAIN 1N THE TRAVEL NAY. 9. FLAGGER SIGN(W20-7N AND ONE LANE ROAD AHEAD SIGN(W20-4)SHALL BE REMOVED, A\hell a p:desiri lrl apploachCs a 1"IaX!t_teI'Station. the f1:T^_,',er'11:111 glop ITEll I I,and work. .-filly disturbed areas xNithin the State Right-of-Way shall be adequately COVERED R TURNED AWAY FROM ROAD USERS OPEN FLAGGING OPERATIONS ARE NOT � � I 2. WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A OCCURRING. NOTES SEE STANDARD SHEET TITLED 'WORK ZONE TRAFFIC CONTROL direct the pcvleslnan IO:1 s:11c route IhrOu,Th Ih6 vvOils ;uca. Lla(', ,cry,hall cnor'dillate \\})cr: it U� I,:r1hl,- v,hU,l,� ;u1d,yu)pn)ent u�:,l I��r th,vv�,rl. :uul nansporling oh 'OM ZONE TRAFFIC CONTROL AREA,ADDITIONAL TEMPORARY TRAFFIC LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER , , l „ fenced t0 prevent pedestrian aCCc'SS tyhc'll the CODU'aCt01'S operations are Shut TOWN SUBMITTAL the fla<t: inr,,t the\\iris ,ne I, ells ure pcdcstri:uls can sat lc p1\seed Ih1, u�llthe \\„r1.,1`t„ Iroill Ih: \\„11, il: hall enter and I.:t\;1h,,n:_t,I ,� d by channel 7/26/23 AF CCHTROI DEVICES AND/OR FLAMERS SHALL BE RACED AS NEEDED. I0.FLAGGER AND FLAG TREE SHALL BE ILLUMINATED TO LEVEL ll ILLUMINATION - � g CODES USED IN THIS DRAWING. down. ADDITIONAL FLAMERS SHALL BE LOCATED AT ALL INTERSECTIONS AND DLRING NIGHT TIME OPERATIONS. area. 11 there is nt0rc lh;m 1hL 0,:c ISIOnal pcdl: tlli l\\11hin the prOIckA Inntls.referto d,\I,,, \\lllun the I nmi icon \rea ofthe I:ili COMMERCIAL DRIVEWAYS LOCATED WITHIN OR WEAR THE ACTIVE WOM SPACE. _ pOr:u\ I r:11 h COnlrol Lune. \\here 11.ALL FLAGGERS SHALL USE 24' IAINJ OCTAGON SHAPED STO'/SLON PADDLES the site specific edesuCian \\/1C'plan. 3. NO FORK ACTIVITY,EQOPAENF,OR STORAGE OF VEHICLES,OR MATERIAL HAVING 6'STAFF. STATE OF NEW YORK Pe P P such access\\rthm the l ennulauou Area 1X llol fea,lhle.Ulllel 'l1Y:Is 1•(»'eI1l I'\ and exit SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TILE. DEPARTMENT OF TRANSPORTATION shall he determined and included in the Project Safel\ & f Icalth Ilan. including 12.CENTERLINE CHANNELIZING DEVICES ARE OPTIONAL AND MAY BE ELIMINATED(MERE SPACE A. CHANELIZING DEVICE SPACING(CENTER TO CENTER) SHALL CONSTRAINTS EXIST. lllustro:\I i,:tls)to Clearly shot'the lernpol.11-\ 11,1111, control el enlents NOT EXCEED 410'IN THE ACTIVE WM SPACE. U.S.CUSTOMARY STANDARD SHEET 5. H01'H).\1I'CT,OSTTRF, IZF1sT1ZiCTT0NS that\\ill 1), 1'1"\1d-1 5. TRANSVERSE DEVICES SHALL BE REQUIRED US PER 619 STANDARD SPECIFICATIONS) 'HEN A PAVED SHOULDER HAYING A WIDTH OF I'OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 15W. 1X61\ Banc, ranip and shoulder closures shall not be permitted on(see list beloly) 6 THE END ROAD WORK SIGN WO-21 SHALL BE PLACED A MAXIMUM OF 500' FLAGGING OPERATION durnr.;the 101lo\\ing holiday periods: PAST THE END OF THE IORK SPACE. 2-LANE 2-WAY ROADWAY 7. WHERE DIRECTED BY THE ENGINEER,A BUFFER SPACE SHALL BE PROVIDED IN \11 channch/ill'."dc\ices hall he placed so n,tO prO\is{c a '_ I'Oul Ialcr'd clearance to ORDER TO LOCATE THE ONE-LANE, TWO-'AY TRAFFIC TAPER PRIOR TO ANY HORIZONTAL OR VERTICAL CURVE,IN ORDER TO PROVIDE ADEQUATE SIGHT APPROVED SEPTEMBER 15, 2009 ISSUED UNDER EB 09-025 the 1I:a\-c1od\wa\-unless other\yise sho\\n On tl,c plans. \\'hei c po,siblc a lateral ,� DISTANCE FOR THE FLAGGERS AND/OR A QUELE OF STOPPED VEHICLES � COPYRIGHT�P'2023 MARATHON ENG. /5/DAVID J.CLEMENTS. P.E. bother'sp 1Ce Of_fOOt minimum Shall be prov ide(I hety cell the vv Oth sp�lce and the DIRECTOR,OFFICE OF 619-60 Channcli/ink deices. EFFECTIVE DATE: Ol/07/10 TRAFFIC SAFETY AND MOBILITY Salw'd:1\ {�„rmber 31, Ill(,Ihru Sun(lay.J:unian I._(i17-(New Year's) Frida}', Nl:n .'.,,. ',1l7thruNl,nd:n.NLn 20. 2017-(NIcmorialT)ayHdiday) OF NEW C h:mnehntW ,{L\I I,:I,nl ,iitar to center)shall be 40'maximum for posted Saturday.JuI\ 1. '0l7 thru I'uesda\.Jul\ T.2017-(Jul l"'Holiday) speed lire a I!i mph ,i I,titer and 20'maximum for posted speed limits 35 mph or �P gcKINLE yFj �0 Frida\.Sepicmbo 1.2017 thm Moritlay.September 4. 2o l 7-(I.abor Day Holiday) less. C/) Friday.()ciobcr 0.2ol7 thru Xlond:n ()clohcl''). 2017-(Colunibu, 1),Ic I Sl,Ilkl,lyd cones and Itth(IIJI markers shall not he used for channeli/alion and Wednesday. Aowcmber22,2017 thni Sunday. November 20, 2017-(lhanksgivingHoliday) delineation durill!"The hours Ofda11vncss.vwhich is defined as the period between N Saturday. I)eecniber 23,2017 thru Monda%.I)cccn,bci .'M7-(Chiistmas Holiday) untscl ;Ind sunrise, Saturday.I)"ember30,2017 thru Monda\.Jarman 1. 2018-I\e\\ )'ear's) NO. 08664 11. SI(:Nti �S�O 6. NOTHF iC':ATiOr RFOi IlZF\1F.NTS Ill construction,tens shall he 1110MI1e1 of a 11CW111 ot l cl ab0we Ilse :dlc pROFESSIONP� lane. Rc,ion 3 has a \\'ork/onc l'raffic Control(\1L 10 Notification Policv which ADAM M. FISHEL requires Contractors to notil\ the ReE�ional"li':unporlatIon \tan;lyenlent Center Signs shall not encroach more than 4"into shoulders osed bw pedestrians or bicycles. (1t'l\IC)prior to allow in'then)to implement AV'ork/one I raflic Control activities NNilhin the hi h\\:I\right of\\ay. Work/.one Notification is required for the Where shoulder\widths are limited and signs cannot be erected bc\ond the shoulder. construction signs may need to he mounted on concrete median barriers,bridle parapets,etc. DRAWING TITLE: Frce\\a\s and Lxpress\\a s: all lane,shoulder.road,ramp or bridge closures. (This includes mobile operations\\hick occupy the Erne or shoulders.) Highway All Other Stale Highways: all lane closures\\hose duration will be greater than 2 hours and all road'bl i&i c elosnres. , , Improvement Plan the Contractor shall report proposed\V'/'fC'activities noted above it)the'I\IC'hw 3 0l 4 S:(10 AM of the bu,incss\\eck cla\ (i.e. \londay thrt)ugh I I ida\ e.\cludin1 hOlida\s) INN & SUITES [it ecedin the proposed\\/I C• aCtiwit\. failure to do so\\ill result in disapproval to perlonn the unreported\\-/"fC actiwit\until the ahote notiliCations re(µlirenlents are 18 of 21 satisfied. SHEET No: C-7 . 2 \o planned \\/I C' activity shall be implemented without first receiving clearance li-onl the I\IC. 0728-16 JOB No: DRAWING No: 0 k A.I* 450 450 &VIRA THOW ENGINEERING 449 _ _ _ 449 446 446 ROCHESTER LOCATION Z � 39 CASCADE DRIVE �Z ROCHESTER, NY 14614 448 _ Z Z _ 448 445 Z O ��W W 445 5 8 5 - 4 5 8 - 7 7 7 0 oITHACA LOCATION o W 840 HANSHAW RD, STE 6 Q 447 _ _ � � � "�� _ __O �� 447 444 Q � � � � 444 ITHACA NY 14850 v Z PROPOSED 6 0 7 - 2 4 1 - 2 9 1 7 WGRADE 446 443 O I PROPOSED 443 WWW.marathOneng.COm 446 _ W I EXISTING W BORING PIT Z O Rf-cf7 /NG PIT I I W GRADE APPROX/MATE LIMIT SHOWN. I W I Z APPROXIMATE LIMITS SHOWN. I CONTRACTOR SHALL VERIFY PIT 445 CONTRACTOR SHALL VERIFY PIT DIMENSIONS WITH NYSDOT PRIOR TO 445 442 RECEIVING PIT I I GRADE I 442 Y DIMENSIONS WITH NYSDOT PRIOR TO I I I THE START OF WORK. REFER TO I EXISTING THE START OF WORK. REFER TO I I I I C7.0 FOR SHEETING/SHORING APPROX/MATE LIMITS SHOWN. I I I I Q 444 C7.0 FOR SHEETING/SHORING I REQUIREMENTS 444 441 __ CONTRACTOR SHALL VERIFY PIT I __ 441 REQU/REMENTS DIMENSIONS WITH NYSDOT PRIOR TO I �� I I I I THE START OF WORK. REFER TO I I I I PROPOSED 8" VALVE II C7.0 FOR SHEETING/SHORING Lu Z 443 RE. UTIL/TY PLAN Z 443 440 REQUIREMENTS __ -- 440 TOM Li EXISTING 6" GAS MAIN (LOCATION I I (TOWN) I II I I AND DEPTH UNKNOWN, CONTRACTOR I PROPOSED 8" VALVE EXISTING 6" GAS MAIN (LOCATION I II I Q I "RE.- UTILITY PLAN AND DEPTH UNKNOWN, CONTRACTOR 442 TO CONFIRM LOCATION AND DEPTH 442 439 TO CONFIRM LOCATION AND DEPTH 439 cn W w PRIOR TO THE START OF WORK) I (TOWN) I Z I I PR/OR TO THE START OF WORK) I PROPOSED 6" PVC I Lu I I I SANITARY LATERAL I - 441 438 I (PRIVATE) I 438 ___ 8 X6" DIP REDUCER 441 I I RE.- UTILITY PLAN FOR I WITH AN 10"x8"x 10 TEE. COORD. I _ I (PRIVATE) I I CONTINUATION CONNECT TO EX/STING WATER MAIN I I WITH TOWN OF ITHACA WATER I PROPOSED 6'" DIP COMB/NOD EXISTING 10" WATER MAIN I I O 440 DEPARTMENT AND SOL TON POINT WATER SERVICE 440 437 (LOCAT/ON AND DEPTH UNKNOWN, CONTRACTOR 1 I 437 O FOR TEMPORARY WATER MAIN I - (PRIVATE) TO CONFIRM LOCATION AND DEPTH PRIOR TO I I I UTILITY PLAN -- - I RE. UTILITY PLAN FOR THE START OF WORK) 439 SHUT-DOWN. RE. UT _ _ I CONTINUATION 439 436 MAINTAIN 18" MIN. VERTICAL SEPARATION I I - - I 436 EXISTING 10" D/P - BETWEEN WATER MAIN AND NEW SANITARY _ ---- - - cn WATER MAIN - - SEWER. IF 78" SEPARATION IS NOT FEAS/BLE, (CONTRACTOR TO CONFIRM DEPTH 6" DIP HYDRANT LATERAL PROVIDE CONCRETE ENCASEMENT ALONG WATER I - - - I I z >_ 438 AND LOCATION PR/OR TO THE START RE.- UTILITY PLAN (TOWN) 438 435 MAIN PER TOWN OF ITHACA REQUIREMENTS. I - 435 2:OF WORK PROPOSED 8" DIP COMBINED I II I W Z � \\ 8" R.J. DIP COMBINED WATER WATER SERVICE " SANITARY LATERAL I I Z 437 EXISTING 8" SANITARY SEWER MAINT SERVICE INSTALLED INS/DE CAS/NG RE. UTILITY PLAN (TOWN) 4g7 434 EXIST/NG 4 PORTIONS TO BE ABANDONED IN I I - 434 O (CONTRACTOR TO CONFIRM LOCATION STEEL CA SING PIPE PLACE I I 1 I BORING PIT INSTALL CASING PIPE FOR WATER SERVICE VIA BORE. EXTEND I I APPROX/MATE LIMITS SHOWN. Q AND DEPTH PRIOR TO THE START OF EXISTING 6 SEWER" FORCEMAIN ICL O Z_ WORK) EXISTING 6" SANITARY FORCEMAIN 5' BEYOND EX/STING EDGE OF PAVEMENT (WHERE POSSIBLE). (TO REMAIN) I I I I CONTRACTOR SHALL VERIFY PIT 436 (LOCATION AND DEPTH UNKNOWN, APPROXIMATELY 45 LF ANTICIPATED. CONTRACTOR TO CONFIRM 436 433 - - DIMENSIONS WITH NYSDOT PRIOR TO 433 O CONTRACTOR TO CONFIRM PR/OR TO LENGTH PR/OR TO THE START OF WORK. Y RE- DETAIL 1 D/C6.2 I I I THE START OF WORK. REFER TO IEEE � THE START OF WORK) I I I I C7.0 FOR SHEETING/SHORING 435 435 432 EXISTING 8" SEWER -- - ------ I- REQU/REMENTS -- 432 O Q X X X X X X X X (TO REMAIN) I -- ------ ----- - - I W ~ W M W � W W 00 W o W � W CD W M 1 S P C © 0.409 x x x x x x x � U) 't Lo N — � x X X X X X X I I (rowN) I I O ------ W W W W W W W � � rn � r` � � � � � � � � � � � W W W W W W W 431 _ I --� ------ ------ -- -- _�_ 431 W L L6 L L6 `t � 4 .4 It 4 � I I I I � I 1 1 430 430 Q um -0+60 -0+50 0+00 0+50 1+00 1+50 L S 429 - EXISTING SANITARY MANHOLE -- S_1 429 W TR=441.7) PROPOSED 4' PIA. SAN. MH IEEE WATER MAIN PROFILE EX 6" INV=432.30 (FORCEMAIN WITH INTERNAL DROP STRUCTURE 1 SCALE: 1"=20' (HORIZONTAL) 428 - PR 8" INV=430.80 TR=443.00 --- 428 V W EX 8" INV=430.70 8" INV=431.1 U 1"=2' (VERTICAL) 6" INV-463.47 Q (TOWN) _ 427 427 STEEL CASING P/PE INSTALL CASING PIPE FOR WATER SERVICE VIA BORE. EXTEND 5' BEYOND EXISTING EDGE OF PAVEMENT (WHERE POSSIBLE). 426 -- APPROXIMATELY 50 LF ANTICIPATED. CONTRACTOR TO CONFIRM -- - 426 Q LENGTH PRIOR TO THE START OF WORK. Z RE- DETAIL 10/C6.2 425 425 Q X X X X X X X X ~ W d W 0) W (.0 W rn W Lu 0) Wfl- W CO X X X X X X X X X X O N N Lr') 0') X X X X X X X X X W W W W W W W W W W O N d7 N N � r W W W W W W W W W N M M N -t N CD It Itil It -0+75 -0+50 0+00 0+50 1+00 1+50 1+75 JOB NO: 0728-16 SCALE: NA DRAWN: AMF 2 SANITARY SEWER PROFILE DESIGNED: AMF SCALE: 1"=20' (HORIZONTAL) DATE: 05/22/17 1"=2' (VERTICAL) REVISIONS DATE BY REVISION NOTES: 3/25/20 AF MISC.REVISIONS 1. ALL SANITARY SEWER WORK SHALL BE PERFORMED AND COMPLETED IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE TOWN OF ITHACA'S UNDERGROUND SEWER PIPING SPECIFICATION, SECTION 3A. 2/17/23 AF PLANNING BOARD SUBMITTAL 2. ALL NEW CONNECTIONS TO EXISTING TOWN OF ITHACA SANITARY SEWER MANHOLES SHALL BE DONE VIA THE FOLLOWING: 7/26/23 AF TOWN SUBMITTAL - CORE DRILLING NEW RECEIVING HOLE IN EXISTING STRUCTURE. - PROVIDING WATERTIGHT CONNECTION BETWEEN THE NEW SEWER LINE AND THE EXISTING STRUCTURE VIA A GROUT-IN CONNECTOR (A-LOK OR APPROVED EQUAL). NEW CONNECTION SHALL BE SEALED VIA NON-SHRINK GROUT THAT MEETS AND IS PLACED IN ACCORDANCE WITH THE TOWN OF ITHACA'S SPECIFICATIONS. - THE EXISTING BENCHES SHALL BE JACK-HAMMERED, REMOVED AND RE-SHAPED TO PROPERLY CONVEY SEWAGE FLOW FROM THE EXISTING INLET PIPE TO THE NEW OUTLET PIPE IN THE STRUCTURE. - THE EXISTING PIPE AND ASSOCIATED GASKET/GROUT SEAL, ETC. SHALL BE REMOVED WHERE SHOWN ON THE PLANS. THE ASSOCIATED RECEIVING HOLE SHALL THEN BE PATCHED/GROUTED TO PROVIDE A WATER TIGHT SEAL IN ACCORDANCE WITH THE TOWN OF ITHACA'S SPECIFICATIONS. 3. THE CONTRACTOR SHALL MAINTAIN SEWAGE FLOW FOR UPSTREAM SEWAGE AT ALL TIMES DURING CONSTRUCTION. THIS MAY REQUIRE TEMPORARY PUMPING OF SEWAGE AT AN UPSTREAM STRUCTURE UNTIL THE NEW SEWER HAS BEEN ACCEPTED BY THE TOWN OF ITHACA AND PLACED INTO SERVICE. COPYRIGHT©2023 MARATHON ENG. ()F NEw P� 4OKINLEyF �O co N I \\\\ENEELSI00. ��SFO NO. 086648 pROFESS0A ADAM M. F I S H E L DRAWING TITLE: Highway Comfort Improvement Plan INN & SUITES 4 of 4 19 of 21 SHEET No: C-7 . 3 0728-16 JOB No: DRAWING No: r A WA RA TH01 V ENGINEERING ROCHESTER LOCATION • ® ® 39 CASCADE DRIVE ROCHESTER, NY 14614 z 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION -- __ 640 HANSHAW RD, STE 12 -- __ ITHACA , NY 14850 6 0 7 - 2 4 1 - 2 9 1 7 www.marathoneng.com 0 B CF, o,�O•° o as � B Fs I � 6 Fs Y ' 6 n O I ^ w -- ---- --- --- 0 30 60 z • O 6 O I TOM LL O O SCALE W LU o ❑ LU I I 5 I 5 O I I o • /7 RPM 9 F77 ® o X o �_. •d •_ � ��1. �•d I I I 41.92 L O L O I L O Z H _j > Z 00 a W z ZD .a• 1 1 .e• .a• B ® ® ❑ e z O - - - - --- --- ° ® z `/ U I '• PROPOSED ' :° I X L_ I •. L I °. ° ;a COMFORT INN HOTEL ;a COM ;a CO 0 O Z 3 STORY 0 67 ROOMS • ❑ f3 ❑ .d. . 7.42 20.50 O Q Y T❑ , , t37,210 SF TOTAL T T � X (FFE=446.7t) X X ILI J 0 O e e ` e ` Pierce 105' Aerial Ladder W ~ + • + • + • feet El El El UM LU • � (,� a . - ----- ----------- ---------- - --------- '•;a:'. � j ,� --- --------- ° ;a:'. � --- -------- Width 8.00 X X x Track 8.00 10 Lock to Lock Time 5.0 Uj Steering Angle 40.0 � 45.50 � O W Q FIRE TRUCK V �' REFUSE TRUCK REFUSE TRUCK ® L!� ENTERING MOVEMENT 3 4 ENTERING MOVEMENT EXITING MOVEMENT M 000 0 o z 6.20 28.50 0 H BUS-45 feet • • • Width 8.50 Track 8.50 JOB NO: 0728-16 Lock to Lock Time 6.0 Steering Angle 45.2 SCALE: 1"=30' DRAWN: AMF 28.00 DESIGNED: AMF -- __ — DATE: 05/05/16 REVISIONS m Fs o�,q o ens a Fs I �O DATE BY REVISION a 8/11/16 AF REVISED PER NYSDOT COMMENTS I I 6/21/17 AF REVISED PER TOWN&NYDOT COMMENTS 1/12/18 AF--- � 4.55 14.42 REVISED PER IFD RD. O O O 2/04/20 AF UPDATE. REVISED PER BUILDING FOOTPRINT _ I I Garbage Truck 3 25 20 MISC.REVISIONS `� 2/17/23 AF PLANNING BOARD SUBMITTAL a ❑ I ❑ a ❑ o feet 7/26/23 AF TOWN SUBMITTAL Width 8.00 I I 5 ® ® ® ® g I 5 I d I 5 I d Track 8.00 CL Lock to Lock Time 6.0 I :,; •r I I I Steering Angle 27.4 COPYRIGHT92023 MARATHON ENG. I I I g g I ' I I O . . , .• 0 I I x L L TRUCK TEMPLATES � � .a• i J .a• I ,a• (� PROPOSED I X L__— I PR .'a COMFORT INN HOTEL a COM ' ' a COMFO 3 STORY 67 ROOMS 1 6 ' .d. ±37,210 SF TOTAL . , � f3 T f37,2 X I (FFE=446.7f) [Li 1 X I X I 717— (FF AW ° - • f -- --• ---- f --- --• ----------- '--" ----------- ----------- - -- ----------- -- -- ----------- - DRAWING TITLE • A A JV�•'Va JV•'ViC X .X �� X ',.:. Vehicle Maneuver e cle 10 � Comfort Plan INN & SUITES I FIRE TRUCK 20of21 2 EXITING MOVEMENT 5 COACH/LI MO B 6 CH/LIMO BUS SHEET No: C-8 . 0 ENTERING MOVEUS COA MENT EXITING MOVEMENT 0728-16 JOB No: DRAWING No: