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HomeMy WebLinkAbout096.05-01-19.000 2021Cortland Medical Office Building Cayuga Medical Associates 1113 Route 13, Cortland, NY 13045 The Cayuga Medical Associates (CMA) goal is to provide exemplary patient care by an outstanding group of Primary Care and Specialty physicians who are passionate about health care and who are committed to their Patients and to the Community as a whole. Their physicians work as a team with an experienced group of nurse practitioners, physician assistants, and staff to provide easily accessible, patient -focused care in a welcoming and comfortable setting. PROJECT VISION 1. Provide a Central Location and Building large enough to accommodate the growing Primary Care and Specialty Care Services in Cortland. 2. Introduce a new Outpatient Laboratory that is co -located to support the multiple practices and meet the anticipated growth. 3. Create a Comfortable Environment that reduces stress and encourages wellness and healing. 4. Implement Innovative Technologies to support the patient experience DESIGN CONCEPTS - VISION AND SITE 8/23/2021 21071 BUILDING LOCATED AT THE CORNER TO MAXIMIZE THE BUILDABLE AREA AND HAVE A DISTINCT PRESCENCE ON ROUTE 13 POWVI4L DUM?BIER t4[ NG ENCLOSURE P.VX — — — i � — — — — _ — ,o• � sErB,C�- 1 / I FUTURE PROPOSED MEDICAL FACILITY 11 I m 311.700 SF ADDITION �r=,erxa:Y \\ o•t�,,dq/N ENTRANCEREE44 ARM II 1/' PATI DROP OFF LANE OW 110- 1 RECONSTRUCT DRIMA ,I ` — — — — — — — — — — — — — — — — — RIIL�ACCESS ORIVEIYAY INYSOOT PERM? . REOU/RED) ,��.� 0 30 60 \ \ J L._CALE PROJECT GOALS 1. Utilize Clean, Simple Forms and Materials that enhance the Route 13 neighborhood that includes other medical offices, businesses and SUNY Cortland 2. Create an open, welcoming patient arrival and registration space shared by all providers using Natural Light, Attractive Finishes, and a Connection to Nature. 3. Design a clear, efficient clinical core of patient -care spaces shared by all Providers that promotes Collaboration and Flexibility to accommodate change. 4. Maintain a Separation of Circulation between shared staff and support spaces from patient care spaces. HOLTARCHITECTS 619 W. State Street, Ithaca, NY 14850 132 E. Jefferson Street, Syracuse, NY 13202 p:607 273 7600 www.holt.com r0' SLLr SE7alG :� _ ENTRANCE FACADE ANGLED TO IMPROVE VISIBILITY FROM ROUTE 13. CLEAR UNDERSTANDING OF PATIENT DROP-OFF AND MAIN ENTRANCE LOCATION PLAN FOR POSSIBLE FUTURE BUILDING AND PARKING ADDITION Cortland Medical Office Building Cayuga Medical Associates 1113 Route 13, Cortland, NY 13045 BLDG. SHARED CLINICAL ADMIN. SUPPORT ZONE OUT- PRIMARY 'ATIEN- CARE LAB CLINIC SPECIALTY CARE CLINIC u t PROGRAM DIAGRAM ':• :_li ►ill_: PRIMARY CARE CLINIC 6 PROVIDER / 18 EXAM 11,000 GSF SPECIALTY CLINIC: 4 PROVIDER / 12 EXAM 7,600 GSF OUTPATIENT LAB: 3 BLOOD DRAW 2,500 GSF 21,100 GSF HOLTARCHITECTS 619 W. State Street, Ithaca, NY 14850 132 E. Jefferson Street, Syracuse, NY 13202 p:WWI 27376170 WWW.h01t.COM �6 8/23/2021 DESIGN CONCEPTS - PROGRAM PLAN 1 :216 21071 �AD A (4 BUILDING �IC� STORAGE U TAFF I ELE, RE Fln DAT STAFF �_ ADMIN. SUITE ENTRANCE I �❑ h❑ n❑ n❑ I I R VENU BLDG. -4 -� NURSING FICE O STORAGE EQUIP. J �, L� STAFF CLEAN EXAM EXAM EXAM BRE E�UIP. PROC. SOC. E IPROC. 00 a I \ `� �V� -� EXA`VI- 1 EDAM EXAIIIk-= ;T PILED al do D 0 ❑ I� 0 I� BLOOi9 OOD EXA`n- EXAM EXAIiII-_ DRAIN! k�AW 2 al ❑ ❑ b al l o BES. ONT-OF BEH. LAB BLIDOD HEALT -CARE HEALT v RKROO� II AW 1 /CONSU o, ARIA /CONSUL{ UT-P-� TIENT LA7 P IMAR CARE IES I V IS /NU ss PAI LT. U_T� . r r Fil V� I, L q WAITING (12) I'EJ F1 El 00 N PRIMARY CARE WAITING (40) E]® OUTPATIENT LAB ENTRANCE 2 I� I L4t'�EAN NURSIN 0 r_. b EXAl - o /PROC. EXAIIIk - EXAI�A - 0 I1�1IX•3:G1 �I C•T_1 � VESTIBULE BLDG. STORAC (y� �❑ ®u -� NURSING I I J (� L I? E�(AM EXA - fOC. IPROC. F I II \\ED�IAM EXA I I EDAM EXA al SPECI�;L.TY C RIF 00991 11 El SPECIALTY CARE KIOSKS �WAAII8 x-(24) Einuo MAIN ENTRANCE AP -56 IIIIN "Klnl S� PROJECT NORTH N Cortland Medical Office Building Cayuga Medical Associates 1113 Route 13, Cortland, NY 13045 TYPE 2: FIBER CEMENT RAINSCREEN, SMALLER, HORIZONTAL PLANKS ON THE ENTRANCE VOLUME AND ACCENT CORNER DESIGN CONCEPTS - BUILDING FACADE HOLTARCHITECTS 619 W. State Street, Ithaca, NY 14850 132 E.lefferson Street, Syracuse, NY 13202 p:607 273 7600 wvvIT, holt.com STOREFRONT GLAZING FOR PLENTIFUL DAYLIGHT AND CONNECTION TO OUTDOORS 8/23/2021 21071 SIMPLE, CLEAN LINES AN INTERESTING ARRANGEMENT OF VOLUMES THAT OVERLAP AND DEFINE THE PROGRAM ATTRACTIVE AND DURABLE FINISHES TYPE 1: FIBER CEMENT, LARGE PANELS IN A STAGGERED ARRANGEMENT ON THE CLINICAL BLOCK 0 30 60 �Elwy ill a �1Lall�il� i n iDo�i�u�ul� SGLE PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER-fJ�F IM1ILCOX TOM1'PK6Y5 ST PROPERNES • AVIARAT ON ENC�INEEWNG CHESTER NON 39 CASCADE DRIVE ROCt{ESTER, NY 14014 s n s- 4 5 8- 7 7 7 0 InlACA LOC+n ON Ron HANSHA%V RD, STE 6 ITHA CA, NY 14850 2 4 1- 2 9 1 7 www.marathoneng.com 1.2 PROPERTY ADDRESS-1113TOMPKINIE,NEW YOM 13045 Ef3J i CGRTLANOVILLE, IJE4Y PORK 130J5 1.3 TAX ACCOUNT -9550119000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT. BUSINESS -132 2.2 CODE REQUIREMENTS- REOL9RED PROl9DED VARIANCE REQ'D MINIMUM LOT SIZE IAVE 1324ACRES NO ARWAIUMLOTWOM 100' 4279' NO ONIMUM FRONT YARD SETBACK 35' 35' NO MINIMUM REAR YARD SE TRACK 40' >40' NO MINIMUM SIDE YARD SEIM CK XONJIVOPER 10 NO N/�� AW3AIUA1 LOT COVERAGE ilk AfAAIMUMFL00RAREA 30,000 121,000 NO IR ACCESSORY USE 15% NIA NO �Y PAMlNG SPACE SIZE 10}20• 101A20' NO NUM1•BEROF PARKING SPACES -041 STANDARDSPACES 101 AOA ACESSIBLE SPACES 6 w, TOTAL 113 NO Y/ TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING SOARO L 3, PARCEL STATISTICS: O yam„ 3.1 AREA-1324ACRES 3.2 EXISTING CONDITIONS: FORIAER COMMERCIAI-AUTO SERVICE FACILITY / 3.3 PROPOSED CONDITIONS: 121,0WSFIaEC1CALFACILITY w® W TN v/ 3 POSSIBLE FUTURE DUMPSTER �. a`o 3AiRG D3nra g WALK/NG PATH ENCLOSURE sinal 3DlR 4. ' *,000 RNO two 4pp,p =74 — —-jms9F- _ — - as .2�ree - s3 n=nR�- I I / / e, /0•snESBTa4cx I tca+ss> 0m� /R o PROPOSED MED/CAL FAC/L/TY m I I / I EX/SDNO FULL -ACCESS FUTURE t2L200 SF ORIVEB'AY TO BE REMOVED 4 ( / ADDITION FFe=xxxxr / f8, 500 Sr (NYSDOT PERMIT REWIRED) FFE XXX XX C EXIS77NO BU/LD/NC 70 BE \ w m ¢ DEMOLISHED w MANN ENTRANCE 'Pao \ \ to Ohm 5 $ RE.' ARCN. p� 1Lg�y mo \ \ \ 24' ° o \ �F m� gcri � 2o pp III ROWIAOOTO Romo/ 77 40 o p zx 00 /\ e ttI%N\ m^' yin $ ' (1 ,'-xvH /o 8 PATIENT DROP OFF [ANE `d a No g Mm eiT3 \ \ Go , 11 ILW zI V � / SIR ,�,° \ \ Q �Lp, I �• / T RIP.RECONSTRUCT EXISHNO / Il ( fULL ACCESS DRIVEWAY F I (NYSDOT PERMIT REQUIRED) to \ \ / � m a` i����'Xp� � � _ 'f_ R 40'6Y23 ■ rC � / rY+mat Qb'p� Vii"'. / °'� oagEJ ! 3 I � OF I � \ / az x N T N Y W Z Q W Q Cn Z U ¢Z J U Y CL 0 JOB NO: 1308-21 SCALE: 1" =150' DRAWN: AF DESIGNED: AF DATE: 08/24121 REVISI )NS GATE BY REVISION COPVRIGHT�20211,1ARATHON ENG ADAM M. FISHEL � � DRAWING TITLE: Concept Plan t of i /� 11�� SHEET No. 1 �.J �� 1308-21 JOB No: DRAWING No J COPI'RIGHT ©2021 MARATHON 1;NUINI;CRING 1113 TOMPKINS STREET (NYS ROUTE 13) SITUATE IN: TOWN OF CORTLANDVILLE - CORTLAND COUNTY -STATE OF NEW YORK PROJECT SITE F O 0 D to STAR RD. (COUNTY ROUTE 120C) a LOCATION MAP N.T.S. • r ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com LIST OF DRAWINGS N0. DWG. NO. DESCRIPTION - - COVER SHEET - - TOPOGRAPHIC MAP 1 C-1.0 DEMOLITION PLAN 2 C-2.0 SITE PLAN (PHASE 1) 3 C-2.1 SITE PLAN (PHASE 2) GRADING DRAINAGE & EROSION CONTROL 4 C-3.0 PLAN 5 C-4.0 UTILITY PLAN 5 C-5.0 LIGHTING &. LANDSCAPING PLAN 7 C-6.0 DETAIL SHEET (1 OF 4) 8 C-6.1 DETAIL SHEET (2 OF 4) 9 C-6.2 DETAIL SHEET (3 OF 4) 10 C-6.3 DETAIL SHEET (4 OF 4) 11 C-7.0 TRUCK TURN PLAN 12 C-8.0 DRIVEWAY IMPROVEMENT PLAN 13 C-8.1 DRIVEWAY DETAILS (1 OF 2) 14 C-8.2 DRIVEWAY DETAILS (2 OF 2) r DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOUTION.REMOVAL. AND DISPOSAL QN LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL ANA BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOM?,LEI IDATIONS A. AREASV.lTW JWNVBMLUNGFWO RINITjtiCLUDINIGSIEWALKSI IMPORTED STRUCTURAL FILL(NYSOOT 304,14) SHALL BE USED TO BACK) LL THESE AREAS PLACED IN LOOSE LITS NOT EXCEEDING t2' AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES, B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREASMY BE BACKFILLED WITH SUITABLE VISITE MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12' AND COMPACTED TO THE MAXIMUM DRY DENNSI MS NOTED IN TIE EARTI-WORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL fNSCOT ITEM 203.07 (SELECT GRANTHAM FILL MAY BE USED, THE USE OF ALTERNATE BACKFILL,FILL MATERIALS SHALL BE EVALUATED ON A CASE-BY�CASE BASIS BY THE PROJECTS GEOTECWBCAL ENGINEER PRIOR TO USE. 2. THE COI TRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT It 1 A LEGAL MANNER. THE COt ITRACTOR IS RESPONSIBLE FOR OBTAINING AL PERMTTS REQU RED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING GOLDINGFAGLITY TO REMAIN AT ALL TIMES. 4. TIIECOWT CTORSHUCOORDWATEW9THTHERESPECTNEURUTYC01,`PAtJESPMORTOTHEREMOVALAt1ORELOCATIONOFANYUDUTIES. ME CONTRACTOR SHALL COORDINATE WITH TIE UTIUW COMPANY COCERNING PORTIONS OF WORK WHICH I.UY BE PERFORMED BY THE UTILITY COMPMN MD ANY FEES WHICH ARE TO BE PAID TO ME UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. T SPLANDOEStJOTSHUNALLITE),ISTOSEEI. USIED,ABAtJDOJEDMJOiORREMOVED.EXISTING STRUCTURES WIMIN THE CONSTRUCTION UNITS ARE TO BE ABAt DOLED, RE/AOVED, OR RELOCATED AS NECESSARY, UtAESS SPECIFIED OTHERVASE. ALL COSTS SHALL BE INCLUDED IN BASE BID. 6. THE CONTRACTOR ACCEPTS ALL RESPO14181LITY OF SALVAGED MATERIALS. ]. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCOIECTION OF UTILITY SERVICES TO THE EXISTII JG BUILDING PRIOR TO EMOUTION. 8. ALL UTIUTES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AD THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS. 9. THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES "" CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN V OF PROPOSED FINI SI -ED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN. ABANDONED PIPES SHALL BE CUT AND PLUGGED AND THE REMAINING CPENIN.'G III THE MAIKJLEISTRUCTVRE SHALL BE FILLED SO TO MATCH TIE REMAINING STRUCI RERAN'HOLE. THE CONTRACTOR HAS THE OPTION TO REMOVE TI 1OSE UTILITIES TO BE ABANDONED AT NO ADDITIONAL COST TO THE OWNER. 10. REMOVALOR ABMIDOI.IENTOF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY SEPERFOR0.IEDAFTER CMTICALNEWORTEMPoRARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRMtAGE, PAVING. ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AM SAFE SEQUENCING. 11. THE CONTRACTOR IS RESPONSI BLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL U JIMTIES.STOM41 DRAINAGE, SIG N6, ETC, AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITYS SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIOI IS TO AVOID CONFLICTS. 13. CONTRACTOR IS RESPONSIBLE FOR COORDIATNG KITH THE ELECTRICAL, TELEPHONE. CABLE. WATER FIBER OTIC, ANDOR GAS UNES NEEDING RELOCATION OR REMOVAL ADEQUATE TIME S/IALI, BE PROVIDED FOR RELOCATION AND CLOSE COOPERATION WITH ME UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIEA SMOOTH TRANSITION IN UTILITY SERVICE. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT UMITED TO, GAS, ELECTRIC.TELEPHOtJE,STOWADRMtAGE,SMITARY SEWAGE, COWILI9CATONS. HEAT. ETC. TFEtOUGHOIT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID. 15. THE CONTRACTOR MUSTPROTECT THE PUBLIC ATALLTIMES`VegH FENCING, BARRICADES. ENCLOSURES, ETC.AS REQWRED BY THE OWNNER. TOWN OF CORT MOVILLE ANDOR TFE ENGINEER. 16 THE CONTRACTOR SHALL MAINTAIII ACCESS TO THE SURROUNDING PROPERTIES AT AL TIMES DURING DEMOLITION OFEMSTNGFAGUTIESMND CONSTRUCTION OF NEVA SITEiBULDING IMPROVEMENTS. I]. NO WORK SHALL COMMENCE UNTIL AL INITIAL EROSIOR I ANO SEDIMENTATION CONTROL PRACTICES ARE 111 PLACE. J / �Ty¢ r2 I6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AMOR REPLACEMENT OF FACILTIMMMUCTURES,ETC, WHICH MAV BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. f9. EXISTING PAVEMENT AND CONCRETE SHALL BE SAW -CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL. 20. THE CONTRACTOR SHALL NMT SAW-CUTACTMTIES TO ONLY THOSE AREAS WN RE IT IS REQUIRED ORAS SHOWN ON THE PUNS. IFSURROUNOING PAVEMENTrCONCRETE IS DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL MNU'OR REPAIR 21. DA),IAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT ME CONTRACTORS EXPENSE. 22. ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR IN STUBBED SHALL BE RESTORED. 23. THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLMI FOR INFORMATION PERTAINING TO THE EXISTING TREES TO RE)N°N DURING CONSTRUCTION. 24. TRE ES TO REMMN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED V,ITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF TIE MS) AT THE OWNERS ANO'OR TOWN OF CORTURDVILLE'S DISCRETION. 25. NO WORK OR EQUIPMENT IS ALLOWED ON THE AD1AEtT PROPERTIES VATHOUT WRITTEN CONSENT OF PROPERTY OWNNER(S), EXCEPT AS SHOYAH. 26. TFE CONTRACTOR SHALL PROTECT ALL PROJECT BENCWAARKS, PROPERTY CORNERS, AND SURVEY MONUMENTSIM1ARKERS THROUGHOUT CONSTRUCTION. 2]. TI1c CONTRACTOR 6H 1- REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTANDVILLE WATER AUTHORITY. 28. TFE PRESENCECRABSENEOFEXISTINGOMITESEPTCSYSTE),ISISUNKNOWN. IFENCOUNTERED,TI-ECOTRACTORSHALLUSPOSEOFSYSMIA CO)fPONEARS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER. 29, il-IE PRESENCEORAMEtCEOFEXISTINGWEUSISUNWJOWII. IF ENCOWTRED,ALL EXISTING WELLS LOCATED IMTWN THE SITE DEVELOPMENT AREA SHALL BE REMOVEDAtDAMtDOIEDINACCORDMICEVATHtNSDOHREOUARE),EITS. V"9 INCU/DES COMPLETE WELLCASINGREMOVALANDBACKFRUNGWEU. HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND AB M.DOHMENIT PROCEDURES PRIOR TO THE START OF WORK. 7lI. T}� LOCAnMIOFEXISTNNGWATERSEWN (S)ISUtWMtl. THE COITRACTOR SHALL LOCATETHESERVICES NEEDING REMOVAVDECOMMJSSIONIND PRIOR TO THE START OF WORK. THOSE WATER SERVICES TOM DECOMMISSIONED SHALL BE ECOMMSSIOtIEDAT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVEOMDPLUGGED. CONTRACTOR SHALLCOORDINATEWORKSCOPE MID SCHEDULEYITH BOLTON POUR. UMITANDLOCATIONOFEXCAVATION ASSOCIATEDWITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BYME CONTRACTOR. DEMOLITION KEYNOTES OA BULIAM BASSOCIATED PATIO, DECK, STEPS, STOOPS, WAL(S, EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS, CIAiBS, RETAINING WALLS, ETC. TO BE REMOVED O ETC. TO BE REMOVED, CONTRACTOR TO COORDINATE WORK SCOPE MID SCHEDULE WITH UTILITY COMPANTQES) O MAILBOX TO BEREPLACED WITH NEW. FINAL LOCATION TBD BY EXISTING WATER SERVICE TO BE DECVAMIS SIONED AT ME SERVICE OVAER TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. O GRAVEL DRIVEWAY TO BE REMOVED CONTRACTO© CO TLANDVIRLLE WATER TO AUTHORITY. PORTIONNATE "OM( SCOPE �OF WATEND RSERVICE Op I.IISCEU-MEOUS ITEM TO BE REMOVED REMAINING UNDER NYS ROUTE 1315 TO BE ABANDONED. UTILITIES TO BE REMOVED. COORDINATE SERVICE CONTRACTOR TO LOCATE AND REMOVE EXISWJG SANITARY O ESCOtANECTIOtIREMOVAL AND ASSOCIATED IAETER REMOVAL O LATERAL ENTERING ME EXISTINGN.wJH 1-E AND REPAIRPLUG VITIV RESPECTIVE URUTY COMPANY. STRUCTURE ENTRANCE PER TONIN E CORTINJOVILLE REQUIREMENTS. EXISTING LATERAL INVERT VWX) NI. THE EXISTING BENCH SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. 0 30 L SCALE 3 aFIB� � d'� r :a / XXx% J� XXxXX xxx_ --- - X a X X x x x x x l x x x pox x/ X X X % x x x X x x x x x 3N3�rea.xa �°�D°xX X >% X x X x x X Xax w % X x x TBETX X X X x XI x x x x x x x X X X x X% x x x ISOIXON%atldl a3AWdx x x x X x Y x x x x X X X X �/ xl(x X x% X% X% X X% x x X X X 1 x x X X X x X X X Sze X X % X x x x JyStt x 'eo x x x X• x z x x x x o g \X A X x x• k ` X X \8mm 9m \ X x x x x x X X X x PROJECT Y WAMT ON ENSINFIUUNG / LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 040 HAN5HAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com sraR RD. ,20C co u NNn ROUTE ) LOCATION MAP HAZARDOUS BUILDING MATERIALS SURVEY ,. TO DATE OFTWS PLMI,A HAZARDOUS BUILDING!.ATERIALS SURVEY HAS NOT BEEN PERFORMED. PERFORN.fED. PRIOR TO STRUCTURE DE)AOLITIOJ TFE CONTRACTOR SHALL PERFORNA SUCH A SURVEY TO THE SATISFACTION OF1HE tTIS DEPARTIM1ENi OF LIBOR AND TFE TOYAN OF ORYEN BIALEtlG DEPARTMENT TO ETRMRlE THE PRESENCE OR ABSENCE OF EXISTING BUILDING( TTER1 SWHCHN•AYREQUIRESPEGALHAtD t4G,RDD10VAL.CONTMtt,1EtIT.REIAEmnOrl. IIIIIIII ESPOSA,ETC. SICHlAATERIALS ARE IDENTIFIED, ME CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING V.ITH APPROPRIATE COJITRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK 3. LRON CON•NPLETION OF STRUCTURE EMOUTON, TIE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO ME 00 O'lft1ER A11D THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE MEN APPROPRIATELY IDENTIFIED. CONTAINED AND DISPOSED OF IN ACCORDANCE VATH ALL APPLICABLE UY/S AND REGULATIONS, INCLUDING TIE NTS ORARTMENT OF LABOR AND THE TOWN OF DRYEN. j� � g I �I NIV i / I n x €8 Ge x x xoEi` x x x x oa \ X x x x X X X\CRTC\ \\\\\\\\ \\\\�\� x X x �o \ zea a �0 x a�J X x z x X X L\ x x X X X x �" \ x x w x X x x ux\A\ \\ xx x X o9x x x\\ x x ` x\REAIOYE EX/ST/NC FL1CPOLEXxxxXx x2v'�ry3tx x x x x x X X X X x x x x\ X \ x R x x q �`. X X be x X X x X x% x xxx x XXxxx X %.Lx1x % a x x x x xI:7( \ x X x% X x �1J3R3.Itl 3 3Ga3 %� ax X X X X x x x X X X x X X ¢� x s,. a \ < (30].32') •• v - D - 1 w � % ��a \ 000 (III b _ o of EX/ST/NG UAL/TY POLE TO REAlA/N �- REMOI/E' EX/ST/NG SAN/TARP !ITERAL TO EX/SONG AGllJHOLE AT TlA/E OF HELY �" SEWER L/NE INSTALLAAON -� i REMOVE EXISTING SIGN POST ow/1 \ t: - REIAOVE EXIS77NG TREES (TYP. OF J) EXISTING I,IAILBOX TO BE RELOCATED. F/NAL LOCATION TBD BY OMER, CONTRACTOR TO COORDINATE FINAL LOCATION AND INSTALL W/NTH POST OFFICE. FX/SII 1. AUCNNENT OF EX/S11NC CAS L/NE /5 PIF START CONTRACTOR A) LCCATE PRIOR IA THE START OF R'CRK AND COORO/MTEANY PRIOR MISSIW STASHUTOFF RX URL/TY COMPANY PRIOR TO THE START OF NVRK. ` JOB NO: 130&21 SCALE: 1"=30' DRAWN: I u Iron AMF DATE: 09/20/21 REVISIONS GATE BY I 3 .9N.lFOC B -�- L.ta�o 0N sa I mma JDAYa - - - - 33N3d 3aLx a (flb) ,64'699 O d -d ,LB 801 \ 3JN33 ANTI NItl11J -' ('40'499) 3 aFIB� � d'� r :a / XXx% J� XXxXX xxx_ --- - X a X X x x x x x l x x x pox x/ X X X % x x x X x x x x x 3N3�rea.xa �°�D°xX X >% X x X x x X Xax w % X x x TBETX X X X x XI x x x x x x x X X X x X% x x x ISOIXON%atldl a3AWdx x x x X x Y x x x x X X X X �/ xl(x X x% X% X% X X% x x X X X 1 x x X X X x X X X Sze X X % X x x x JyStt x 'eo x x x X• x z x x x x o g \X A X x x• k ` X X \8mm 9m \ X x x x x x X X X x PROJECT Y WAMT ON ENSINFIUUNG / LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 040 HAN5HAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com sraR RD. ,20C co u NNn ROUTE ) LOCATION MAP HAZARDOUS BUILDING MATERIALS SURVEY ,. TO DATE OFTWS PLMI,A HAZARDOUS BUILDING!.ATERIALS SURVEY HAS NOT BEEN PERFORMED. PERFORN.fED. PRIOR TO STRUCTURE DE)AOLITIOJ TFE CONTRACTOR SHALL PERFORNA SUCH A SURVEY TO THE SATISFACTION OF1HE tTIS DEPARTIM1ENi OF LIBOR AND TFE TOYAN OF ORYEN BIALEtlG DEPARTMENT TO ETRMRlE THE PRESENCE OR ABSENCE OF EXISTING BUILDING( TTER1 SWHCHN•AYREQUIRESPEGALHAtD t4G,RDD10VAL.CONTMtt,1EtIT.REIAEmnOrl. IIIIIIII ESPOSA,ETC. SICHlAATERIALS ARE IDENTIFIED, ME CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING V.ITH APPROPRIATE COJITRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK 3. LRON CON•NPLETION OF STRUCTURE EMOUTON, TIE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO ME 00 O'lft1ER A11D THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE MEN APPROPRIATELY IDENTIFIED. CONTAINED AND DISPOSED OF IN ACCORDANCE VATH ALL APPLICABLE UY/S AND REGULATIONS, INCLUDING TIE NTS ORARTMENT OF LABOR AND THE TOWN OF DRYEN. j� � g I �I NIV i / I n x €8 Ge x x xoEi` x x x x oa \ X x x x X X X\CRTC\ \\\\\\\\ \\\\�\� x X x �o \ zea a �0 x a�J X x z x X X L\ x x X X X x �" \ x x w x X x x ux\A\ \\ xx x X o9x x x\\ x x ` x\REAIOYE EX/ST/NC FL1CPOLEXxxxXx x2v'�ry3tx x x x x x X X X X x x x x\ X \ x R x x q �`. X X be x X X x X x% x xxx x XXxxx X %.Lx1x % a x x x x xI:7( \ x X x% X x �1J3R3.Itl 3 3Ga3 %� ax X X X X x x x X X X x X X ¢� x s,. a \ < (30].32') •• v - D - 1 w � % ��a \ 000 (III b _ o of EX/ST/NG UAL/TY POLE TO REAlA/N �- REMOI/E' EX/ST/NG SAN/TARP !ITERAL TO EX/SONG AGllJHOLE AT TlA/E OF HELY �" SEWER L/NE INSTALLAAON -� i REMOVE EXISTING SIGN POST ow/1 \ t: - REIAOVE EXIS77NG TREES (TYP. OF J) EXISTING I,IAILBOX TO BE RELOCATED. F/NAL LOCATION TBD BY OMER, CONTRACTOR TO COORDINATE FINAL LOCATION AND INSTALL W/NTH POST OFFICE. FX/SII 1. AUCNNENT OF EX/S11NC CAS L/NE /5 PIF START CONTRACTOR A) LCCATE PRIOR IA THE START OF R'CRK AND COORO/MTEANY PRIOR MISSIW STASHUTOFF RX URL/TY COMPANY PRIOR TO THE START OF NVRK. tCOPVRIGHT©2021 MAARATHON ENG, N ADAM M. FISHEL , ' DRAWING TITLE: ` Demolition Plan I SHEET No. I C-1.0 JOB No DRAWING No ` JOB NO: 130&21 SCALE: 1"=30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS GATE BY REVISION tCOPVRIGHT©2021 MAARATHON ENG, N ADAM M. FISHEL , ' DRAWING TITLE: ` Demolition Plan I SHEET No. I C-1.0 JOB No DRAWING No GENERAL CONSTRUCTION 7. APPLICABILITY- THE NOTES ANDINFORI•UTION PROVIDEDON THIS SHEET ARE APPLICABLE TO ALL'C'SERIES ]. STAKEOUT -THE CONSTRUCTION STAKEOUT SHALL BE PERFORIAEO BY A LICENSED LAND SURVEYOR USING DRAWINGS,THE 'C'SERIES DRAVANGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE.THE CONTROL PROVIDEDOtl THE'tAYWTFLAtT, THEBULONGFO WMtT(S),MTEDO&1&21,W£REPRO"MOBYHMT BMLUtJGEtNELOPElNKL £SAUAR VviT 1150UTSIMOFTHESUMt*SEXTEMORWAM. ARCHITECTURE.D/SCREPANCIESNMBVILC4t.G(S),CONtROLPOiNTS,AtAN nEUNENStVJSSWLLBEREPO mD TO THE DESIGN ENGINEER (PRIOR TO THE INSTALUT1Ol OF IMPROVEMENTS) FOR COGRIANATOI AID CLARIFICATION. 2, MAPPING - THEEMSTPD UNDERGROUND UTILITIES WERE PLOTTED BASED OII RECORD MAPPING SUPPLIED BY ' 2. BOUNDARY - SWWARASA0NWA5TAKEN TOPOGRAPHICSURVEY MAP PREPARED BY REAGAtlAD OTHERS. THEENGINEERI.'AKESNO V/tMASTOTHLTNI.SZE,TYPE,EEVATON,AtDOtMABEROF SURYItGDTEDOY2ltMISSH0M11FRGRPMALREPRESEtTATVIDRY. EXISTIGlTIUES. THECONTRACTOR SHVLLBE RESPONSIBLE FOR Ml`ERLlNlDG THE HORIZOITAANDVERTICAL LOCATION OF LTIUTES IN THE VICINITY OF THE NEW IM1FRASTRUCIURE. 3, LAYOUT -Ol.tEt ISIONS SHOVAI,WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY 3. UTI LITY STAKEOUT -THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (I-SOB%2.7962) FOR A UTILITY CALLED OUT OTHERWISE. STAKEOIT48HOURSI14ADVANCEOFCO4qI410ICINGVPoRKC STAKEOUTOFPRIVATEI LMESSHALLBECO NMATED VATH THE ONNNER. 4. DEMOLITION- CLEARING AND GRUBBING SHALL BE UMITED TO THE SITE BOA NDARIES OR WITHIN THE VMORK U I.°T UNE' AS DEFINED ON THE PLAN. TREES AID OBJECTS DESIG RATED FOR REMOVAL SHALL BE COORDINATED MD HELD 4, PROPERTY PROTECTION- THE CO NTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT CURES, VERIFIED WITH PROJECT ONSITE REPRESENTATIVE- ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFFSITE OR WALKS. LAWAIS, TREES, ETC. CAUSED BY THEIR CONSTRUCTOII OPERATIONS. ALLDAMAGESHALLSEREPAIREDOR REIURNEDT0015RIERASNRECTEDBYCOITRACTDOCUTAUffS.PLLITEMSNOTSPEUFICALLYC UEDOUTTOBE REPLACEDBYTHECOTRACTORTOTHEOMIERSSAnSFACTi IATNOADDITIOIWLEXPENSE. REMOVED SHALL REMAIN. 5. ACCESS- THE COI TRACTOR SHALL PROM DE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOIt911G PROPERTIES. S. COORDINATION- THE CONTRACTOR SHALL COOMRIATE N ISTALLATON OF UTILITY WORK WITH OTHER SITE PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURR,G CONSTRUCTION. UFFUTIES BE, GAS, ELECTRIC. LIGHTING. COAMU ICATOIS) TO AVOID POTENTIAL INSTALIATIOII CON FUCTS. 6, SITE SAFETY- PRIOR TO Al D TWOUGMuTI COlSTRUCTOl, THE CONTRACTOR SHALL POST SIGNAGE IN 6. STAGING- AS DEFINED BY THE CONTRACT DOCUJEtTS THE CONTRACTOR SHALL CONSTRUCT A S ECURE STAGING CONFORMANCE VATH TIE REQUIREMENTS OF THE LOCAL FAUNICIPAUTY ANO OCCUPATIONAL HEALTH ANO SAFETY ACT AREA FORSTORAGE OF EOUIPMENT,1'ATERULS, EMPLOYEE PARKING ANDOFFICE SPACE. IFTTEAREA(NEDDDIS (OHiSM. JOE SAFETY AID MAINTENANCE AND PROTECTION OF TRAFFIC 15 THE RESPONSIBILITY OF THE C049RACTOR. NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHIAUL BE COORDINATED KITH THE OVA&RS ONSITE REPRESENTATIVE. 7. EXCAVATIONS -ALL EXCAVATIONS SHALL BE RACKNLLEDBARRICAC'ED TO THE SATISFACTION OF THE O'tMER S 7 CLOSE-OUT- THE CINTRACTORS NORK SCOPE INCLUDES BUT IS NOT UNITED TO THE FOLLOWTIG AT PROJECT REPRESENTATIVE AT THE COlCLUSIOtl OF EACH SVORK1tD DAY. CLOSE -CDT TO THE SATISFACTION OF O\1NERS ONSITE REPRES EUEATVE S. MAINTENANCE -PUBLIC STREETS. PRIVATE DRIVES AND PARKING FACILITES SHALL BE KEPT FREE OF FOREIGN • REMOVAL OF AIN CONSTRUCTION DEBRIS. IAATEMALS. ALLAREASSHALLBESVr PTCUNIATTEEIDOFEACHVJDRKIII MYRt ORASURECTEDBYTE • CtFNBNG PAVEMENT MIDWALKVJAY SURFACES, OV4ER5 ONSITE REPRESENTATNE. • RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. • PROVID NG BOLDS, GUARANTEES, CERTIFICATIONS. ETC. AS REQUIRED BY COTRACT DOCUMENTS. 9. CO N ST RUCTION STO RAGE- STORAGE OF EQUNADU AND MATERIALS SHALL BE WITHIN A SPECIFIED MID • PROVIDING RECLINES FOR RECORD DRAYMIG. SECURED AREA AS DETERMINED IN CONTRACT DOCWHTS OR AS SPECIFIED BY THE OVRERS ONSITE • COMPLETOI OF FINAL PUNCH LIST ITEMS. REPRESENTATIVE. 10. PERMIT(S)-PRIGRToCONSTRUCTON, TECONTRACTOR SHALLOBTAIN THE NECESSARY PERMITS FROM THE SITE KEYNOTES APPUCASLE MUNRCIPAUTYORAGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BOLOS AND INSIR ANXES AID THE OWTIER IS RESPONSIBLE FOR PERMIT FEES DRESS OTHERl5I5E STATED IN THE CKNNEW CONTRACTOR AGREEMENTJO ACCESSIBLE PARKING, RE DETAIL O HEAVY OJtt CINlCRETE PAVEMENT RE DETAIL 11. INTERN M C O NO ITIONS- THE CONTRACTOR IS RES PONSIBLE TO M1WNTAII I POSITIVE DRAINAGE AWAY FROM OK ACCESSIBLE RNJP, RE DETAIL BUILDINGS ALIO VATHBN PROJECT AREA TO A STASIUZED OURET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY O REGULAR DUTY ASPHALT PAVEMENT, RE. DETAIL REQUIRE INTERIM GRANDG, SH149111 D OF PAVEI,EIT ETC. THAT IS NOT SPECIFICALLY SHOVRI OII THE PLAITS AND STRIPED AREA. EDGE UNES TO BE SMILA'AID STRIPES TO BE SHALL BE TIE RESPOlSIBRltt OF ITE CONTRACTOR © HEAVY DUTY ASPINLTPAVEMENT RE. DETAIL ©SWSU4'Z-0'O.C.@45'TO THE EDGE ERE. SEE PLAN FOR 72. SPECIFICATIONS- TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUT, ABUTS. ARE INTENDED O DIMENSIONS O CONCRETE CURSING. RE DETAIL TOAID ANDHELP DEFINE THE CONTRACTORS WORKSCOPE. IF DISCREPANCIES OCCUR THE COITRACTORSHALLO CONCRETE CURBING TRANSITION, RE' DETAIL IM BOLLARD RE DETAIL REGLEST A CLARIFICATION. PAD BOLLARD PROTECTOIPER O ASPHALT DIKE. RE DETAIL © ASPHALT DIKE TRAINSITION RE DETAIL OCONCRETE SIDEWALK. WDTH SHO\M1RN OIL THE PLANKS, RE DETAK O COKfYETE 5IDEVJAU(W1TH ItTEGRALCURBING,RE DETAIL N R1WtJTED 1RNASFORI.tER 1:59TH UTILITY COAPAtN REOUREIJEIITS, RE. ELECTRICAL O DUNPSTIER ENCLOSURE, RE DETAIL © LIGHT FIXTUREWTHASSOOATEDBASEANDPOLE.RE DETAIL O ItlGRESSEGRESS DOORS, RE. ARCH. ® 110NVMENTSIGN, RE ARCH. 0 J30 L� SCALE PROJECT STATISTICS 130&21 i 7. GENERAL' DRAWN: AMF 1.1 PROPERTY OWNER- WF RRSTNATONAL BANK OFDRYDEN AMF DATE: 1,2 PRO PERTYADDRESS. IINTOMPRNSSTREET(STATEROVTE 13) REVISIONS CORTLANOWLLE, NEW YORK 13045 REVISION 1.] TAX ACCOUNT -95501.19000 2. ZONING REGULATIONS: 2.1 20 ONG DISTRICT. BUSINESS. B2 2.2 CO BE REQUIREMENTS REQUIRED PROVIDED VARIANCE REDD MINIMUM LOT SIZE (ACRE 3324ACRES NO MAIMUMLOTMD71f 100' 3279' NO MINIMUM FRONT YARD SETBACK 35 35' No MINIMUM REAR YARD SETBACK 40' >40' NO MNIMUM SIDE YARD SETBACK S'MIUJIVOTHER 10' NO M9AMR)IM GREENSPACE 30% 346°% NO MAXIMUM FLOOR AREA 30.000" 321,000 TIO PARKING SPACE SIZE f0}20' 10120' NO NUMBER OF PARKING SPACES STANDARD SPACES 107 ADA ACESSIBLE SPACER 6 TOTAL 113 NO ' TOTAL NUAIBER OF PARKING SPACES ISAS REQVREDBYPLANNING BOARD '•AWFLOORAREASN UNOTEXCEED30,000SFUNLESSCONDITIONALPERMITAPPROVALIS GRANTED BYPLANNING BOARD. 3. PARCEL STATISTICS: ].4 AREA -3324 ACRES ].2 EXISTING CONDITIONS: FORMER COMMERCLALIAUTO SERVICE FACILITY 3.]PROPOSEDCONDITI0145I 32L000SFMEDICALFACILITY.I.'EDICALFACILITYALLOWEDVATHCOtUTIOI PERMIT. - OUA/PSTER a o a - ENCLOSURE c I 2"'�° ° e"A 33.42.[ um 'Jana ,29 sn - _ _ .- i d -d .49'991 _ (Til) Br 199 6 [ ./ •:' �P -'--(\ p H T. 1 A Q a H S D I� I \ I PHASE 7 tl .".o / ar "'0I -II \� �I ••A..•.� 2 a -•SII T) ' I FUTURE PROPOSED MED/CAL m I I h.'•'e- `M�I ADDITION FACILITY -- 8, 500 SF b21, 200 SF y / FFE=1166, 65 FFE=1166, 65 I B I I f -0 _ C •' PATMENT ENTRANCE©H o PATIENT ENTRANCED RE' ARCH I RE' ARCH I 8' APART, 24:. TVP. OF 13 s I I iI I ;� • �. < I , ;' c I x Y r ID W E t• .. ...'AMU 'PATIENT PROP •.',','........ ..... I 'rc",I 0 '04 .',-.'.".'.'.'.".':.":.'.'.'.:-::.-.'.':.:'.'.'.'.'.':. .'.' .::.'.'.'.'.'.'.'. .'.OFF {ApT€...:.:'.'.....:.".': . PROJECT S0E G4�5� 1GVe P s� �h x F STAR RD (COUNTY ROUTE 1200) LOCATION MAP N.T.S. EX/SONG FULL -ACCESS ORNEIPAY TO BE RE/AO�EO (NYSOOT PER/A/T REQU/NEON .. ...... _ ......_ ... ...3D•....' `� ion / � / O,1j`V� O •.\..".•••'".D.: I ( / 122 --L:'•' E mil / � \ � / .. ...................... •D 4 _ \ fix- _ �ZIaI o Ea. / Yps�Acrsci�-_Ja5 1 0 j z 406674231 w �-- N ® rM r g I �0I �04 a O �{ Goon I F F / x " \ o F RECONSTRUCT EX/ST/NG FULL -ACCESS ORl�EV9AY (NYSOOT PERAf/T REOUIREOf W koN ENEI INEEMNS CHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5. 4 5 8- 7 7 7 0 HACA LOCATION 040 t{ANSHAW RD, STE 6 IT HA CA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 V marathoneng.com V 0 Q LL W o H wu N1 Z Q In co a Cu) z caELIE � f IWC ` z G�II•a OOU WV r4< -i M aW ® O F W LAI > J W J N o oa 0 QN� O tEBEE O FIII JOB NO: 130&21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION ADAM M. FISHER , ' DRAWING TITLE: � Site Plan (Phase 1) I SHEET No' C-2.0 1308-21 � JOB No. DRAWING No J i ///--- SNO{V STORAGE OUMPSTER ENCLOSURE _ (TO REALM/NJ 1, ' I FUTURE o G91 ADDITION 18,500 SF FFE=1166.65 I I I - SAW -CUT AND REALOI E ' I EX/ST/NG ASPHALT DIKE ]- L ®.� 4 - o Qeo �Rw / w \ 4y o POR770NS OF EX/S77NG ASPHALT TO CONSTRUCT CURBED ISLAND q aaaaaa,. 1 Z� _ `v / E \ PROJECT STATISTICS 1. GENERAL: 0 1.1 PROPERTY OWNER- NYFFIRSTNATONAL BANK OFDRYLBN 1.2 PROPERTYAUDRESS- 1113 TOMPKINS SMEETNTAM ROUTE 13) CORTANDVILLE, NEW YORK 13045 /.3 TAX ACCOUNT -955-01.19000 2. ZONING REGULATIONS: 2.1 20NINO DISTRICT - BUSINESS. B2 2.2 C ODEREQUIREMENTS- REQLARED MIAMI LOT SIZE 'ACRE MMARUMLOTKIDTH IN, AIMMUM FRONT YARD SETBACK 35' MMMVAIREAR YARDSEMACK 40' MMAJUAI SIDE YARD SETBACK 8'ONA2'OT-ER 319 J SCALE PROJECT SrtE MAS PROVIDED VARINlC£REQD SJACRES NO 9T n 279' too 35' NO 0 >49' No STAR RD (COUIfHY ROUTE 120C) / NO AIIAMUiFI GREENSPACE 30°6 S31°/. NO AIAMWANFLOORAREA 30,000" 600 21,0 NO PARMNG SPACE SIZE 10,120, 10120' No NUPBER OF PARKING SPACES STANDARD SPACES I29 ADA ACESSIBLE SPACES 6 TOTAL 135 NO TOTAL NUMBER OF PARAWIG SPACES ISAS REQUIRED BY PLAN,WING BOARD "MULYFLOOR AREA SHALL NOTEYCEED 30,000 SF UNLESS CONNnOIJAL PERA'IT APPROVAL IS GRA!ITED BY PLANNING BOARD 3. PARCEL STATISTICS: 3.1 AREA -3324 ACRES 3,2 EXISTING CONDITIONS: FORIAER COIAMERCIALJAUTO SERVICE FACILITY 3.3 PROP OSEDCONDITIONS: 329.700 SF 1.lEDICAL FAGUN.IAEDI'CALFACIUTYALLOKEDY4THCONDITIONALPERMIT. II(I F0. a�xad aaLu .uax CONSTRUCTION GENERAL N / I 1- STAKEOUT- TME CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING 1. APP LIC AS I LITY- THE NOTES AID INFORMATION PROVIDED ON THIS SHEET ARE APPUCABLE TO ALL'C'SERJES AMF CONTROL PROVIDED ON THE'LAYOUT PLAN'. THE BUILDING FOOMMNT(S), DATED 0.3/1621. WERE PROVIDED BY HOLT DRAWINGS.THE'C'SEMES DRAVANGS COVER SITE RELATED IMPROVEN.IENTS OUTSIDE THE BUILDING ENVELOPE. THE ��5c ARCHTECTURE. DISCREPANCIES WITH BUIMNG(S), CONTROL POINTS. AND' OR PE DIMENSIONS SHALL BE REPORTED BUILDING EINELOPE INCLUDES ALL AREA VATHIN 6 OUTSIDE OF THE SIM -DING'S EXTERIOR WALL. REVISION TO THE DESIGN ENGINSER(PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AMID CLARIFICATION. 2. MAPPING- THE EYJSTING UDERG ROUT M UTILITIES WERE PLOTTED GAS ED ON RECORDIAAPPRIG SUPPLIED BY 2. SOU N DARY- BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND OTHERS. THE ENGINEER MAKES NO WARM TTY AS TO THE LOCAT011.SIZE, TYPE, ELEVATON. ANDIOR NUMBER OF SURVEYII IG DATED 0305'21 AND IS SHDAAN FOR GRAPHICAL REPRES ELTATON ONLY. EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETETWINING THE HORIZOtTAL AID VERTICAL - _ LOCATONOFUTIUTESI14i EVIGN9TYOFTHE14EVJIIIFRASTRUCNRE. 3. LAYOUT - DIMENISIONS SHO'MI, KItERE APPLICABLE. SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY d -d ,499991 CALLED OUT OTIETV'ASE. 3. UTILITY STAKEOU T- THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK(, E00-PS2.7962) FOR A URUTY W STAKEOUT AS HOURS IN ADVAI KE OF COMVEI CIG V.'ORI(. STAKEOUT OF PRIVATE UTUTES SHALL BE CCORUI IATED 41 DEMOLITION- CLEARII G AND GRUSSI IG SHALL BE UNITED TO THE SITE BOUNDARIES OR WTHIII THE'V.GRK OMIT PATH THE OWNER. LINE" AS DEFINED ON Tiff PLAfL TREES AND OBJECTS DESIGNATED FOR RETAOVAL SHALL BE COORDINATED MID FIELD VERIFIED WITH PROJECT ONSITE REPRESENTAT VE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR 4. PROPERTY PROTECTION- THE COHMACTORIS RESPONSIBLE FOR DAMAGETO EXISTING PAVEMENT, CURBS, RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUVEHM. ALL IMIAS IGT SPECIFICALLY CALLED OUT TO BE WAU(S. LAWNS, TREES.ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REMOVED SHALL RENWN. REPLACED BY THE CONTRACTOR TO THE OWNERS SATISFACTION AT NO ADDITIONAL EXPENSE. / x S. COORDINATION- THE CONTRACTOR SHALL COORDINATE IJSTALL TION OF URUTY WORK WITH OTHER SITE 5. ACCESS- THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHCULAR ACCESS TO ALL ADJOINING PROPERTIES, UTILITIES (I E.GAS.ELECTRIC, UGHRNG, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. PRIVATE ROADWAYS. PARKING FACIUTES, AIM PUBLIC BTREETS OMING CONSTRUCTION. �OI G, STAGING- AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING 6, SITE SAFETY- PRIOR TO AND THROUGHOUT CONSTRUCTION THE CONTRACTOR SHALL POST SIGNAGE IN AREA FOR STORAGEOF EQUPIAEIT,I,IATETW.S, EMPLOYEE PARMIJGANDOFFICE SPACE. IFTHEAREAMETHODIS CONFORMANCE KITH TIE REOLARER'ENTS OF THE LOCALMUJIGPAUTY IIID OCCUPATIONAL HEALTH IIID SAFETY ACT NOT SPECIFICALLY DEFINED ON THE DOCU!,tENTS THEN IT SHALL BE COORDINATED VATH TNfE OWNERS ONSITE (OHSM. JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIMUTY OF THE CONTRACTOR. REPRESENTATIVE, 7. EXCAVATIONS- ALL EXCAVATIONS SHALL BE BACKFILLED BARRICADED TO THE SATSFACTON OF THE OVAERS 7. CLOSER UT -THE CONTRACTORS WORK SCOPE It BUT IS NOT LIMITED TO THE FOLLOVANG AT PROJECT REPRESENTATIVE AT ME CONCLUSON OF EACH WORKING DAY. CLOSE-OUT TO THE SATISFACTION OF O'lAER'S ONSITE REPRESENTATIVE • RDAOVAL OF AIN CONSTRUCTION DEBRIS. S. MAI NTENANCE-PUSUC STREETS, PRIVATE DRIVES AND PARKIG FACIUT ES SHALL BE KEPT FREE OF FOREIGN • CLEANANG PAVEMENT AND WALKAWAY SURFACES. NIATERIALS. ALL AREAS SHALL GE SWEPT CLEAN AT THE END OF EACH WORKING DAY ANDOR AS DIRECTED BY THE • RESTORATON OF ALL DISTURBED GRASS AID LANDSCAPED AREAS. ONIIERS ON-SITE REPRESELTATVE. • PROVIDIGEVIDS,GUARANTEES,CERTFICATGLS,ETC. AS REQUREDBY CONTRACTDOCUMENTS. • PROVIDIIGREDUNES FOR RECORD DRAWING. 9, CONSTRUCTION STORAGE-STORAGEOFEQMPMEfTANDN'ATERIALSSHALLBEVATWJASPEGFIEDAfM • COMP-ETONOFHIALPUICHUSTREMS. SECURED AREA AS DETERONED III CONTRACTDOCLI %NIR ORAS SPECIFIED BY THE OWNERS OTFSITE REPRESENTATIVE. 10. PERMIT(S)-PRIORTOCONSTRLCTON.THECONTRACTORSWLLOBTAINTHEtECESSARYPERN'JTSFRONITHE APPLICABLE AVI ACPAUTY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FORALL BONDS AND INSURANCES NND THE OMERIS RESPONSIBLE FOR PER14T FEES UNLESS OTHERWISE STATED III THE OWNERICONTRACTOR SITE KEYNOTES AGREEMENT 11. INTERIM CONDITIONS-THECOtJCTORISRESPOt451BLETOfNJ1TAINPOSITNE DRAIAGEAWAYFRONI OA REGULAR DUTY ASPHALT PAVEMENT. RE DETAIL BUILDINGS AID WITHIN PROJECT AREA TO A STABILIZED OUTLET THROIGHOIT THE CONSTRUCTION PERIOD. THIS l,'AY REQUIRE INTERIM GRACING, SWNIMI IG OF PAV &FZNff ETC. THAT IS NOT SPECIFICALLY SHOWN I ON THE PLA I IS AID © HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, © ASPfiALTGKE.RE DETAIL 12, SPECIFICATIONS-TECHNICALSPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT COCUIfENTS, ARE IT EI IDED TOAIDMOHELPDEFIN:ETHECMff ACTORSV.DRKSCOPE. IFUSCREPANCIESOCCUATIIECONMACTORSHALL Op ASPHALTDIKETRANSITON. RE DETAIL REQUESTACLARIFICATION. STRIPED AREA. EDGE UI ES TO SE SWSU4' AILD STRIPES TO SE EO SWSU4'24YO.C.@ 45' TO THE EDGE UNE. SEE PLAN FOR DII.'ENSIONS O TIBER GOOF RAIL, RE DETAIL ///--- SNO{V STORAGE OUMPSTER ENCLOSURE _ (TO REALM/NJ 1, ' I FUTURE o G91 ADDITION 18,500 SF FFE=1166.65 I I I - SAW -CUT AND REALOI E ' I EX/ST/NG ASPHALT DIKE ]- L ®.� 4 - o Qeo �Rw / w \ 4y o POR770NS OF EX/S77NG ASPHALT TO CONSTRUCT CURBED ISLAND q aaaaaa,. 1 Z� _ `v / E \ PROJECT STATISTICS 1. GENERAL: 0 1.1 PROPERTY OWNER- NYFFIRSTNATONAL BANK OFDRYLBN 1.2 PROPERTYAUDRESS- 1113 TOMPKINS SMEETNTAM ROUTE 13) CORTANDVILLE, NEW YORK 13045 /.3 TAX ACCOUNT -955-01.19000 2. ZONING REGULATIONS: 2.1 20NINO DISTRICT - BUSINESS. B2 2.2 C ODEREQUIREMENTS- REQLARED MIAMI LOT SIZE 'ACRE MMARUMLOTKIDTH IN, AIMMUM FRONT YARD SETBACK 35' MMMVAIREAR YARDSEMACK 40' MMAJUAI SIDE YARD SETBACK 8'ONA2'OT-ER 319 J SCALE PROJECT SrtE MAS PROVIDED VARINlC£REQD SJACRES NO 9T n 279' too 35' NO 0 >49' No STAR RD (COUIfHY ROUTE 120C) / NO AIIAMUiFI GREENSPACE 30°6 S31°/. NO AIAMWANFLOORAREA 30,000" 600 21,0 NO PARMNG SPACE SIZE 10,120, 10120' No NUPBER OF PARKING SPACES STANDARD SPACES I29 ADA ACESSIBLE SPACES 6 TOTAL 135 NO TOTAL NUMBER OF PARAWIG SPACES ISAS REQUIRED BY PLAN,WING BOARD "MULYFLOOR AREA SHALL NOTEYCEED 30,000 SF UNLESS CONNnOIJAL PERA'IT APPROVAL IS GRA!ITED BY PLANNING BOARD 3. PARCEL STATISTICS: 3.1 AREA -3324 ACRES 3,2 EXISTING CONDITIONS: FORIAER COIAMERCIALJAUTO SERVICE FACILITY 3.3 PROP OSEDCONDITIONS: 329.700 SF 1.lEDICAL FAGUN.IAEDI'CALFACIUTYALLOKEDY4THCONDITIONALPERMIT. II(I F0. a�xad aaLu .uax PROPOSED MED/CAL FAC/L/TY 121,200 SF FFE=1166.65 SNOTS' STORAGE (PHASE 2J A1A/N ENTRANCE RE ARCH. T I j (� I at a a=�1 PA77ENT DROP OFF LANE -o- El LOCATION MAP N.T.S. JOB NO: N / I DRAWN: AMF / AMF I3Atld rn I 09/20/21 ��5c DATE RV REVISION 31IBO iWl - _ /WI d -d ,499991 PROPOSED MED/CAL FAC/L/TY 121,200 SF FFE=1166.65 SNOTS' STORAGE (PHASE 2J A1A/N ENTRANCE RE ARCH. T I j (� I at a a=�1 PA77ENT DROP OFF LANE -o- El LOCATION MAP N.T.S. � r �T ON ENSINEEMNS ION 39 CASCADE DRIVE ROCHESTER, NY 14514 5 8 5- 4 5 8- 7 7 7 0 IT IIACA LOCATION 040 HANSHAW RD, STE 6 NTH ACA, NY 14 85 0 4 0 7- 2 4 1- 2 9 1 7 www. marathoneng.com JOB NO: 130&21 / � I DRAWN: AMF / AMF DATE: 09/20/21 REVISIONS DATE RV REVISION iWl / /WI / W /al I / x �OI SEI � � E � r �T ON ENSINEEMNS ION 39 CASCADE DRIVE ROCHESTER, NY 14514 5 8 5- 4 5 8- 7 7 7 0 IT IIACA LOCATION 040 HANSHAW RD, STE 6 NTH ACA, NY 14 85 0 4 0 7- 2 4 1- 2 9 1 7 www. marathoneng.com iCOPVRIGHT�2021 MARATHON ENG. ADAM M. FISHED � 'DRAWING TITLE: Site Plan (Phase 2) 3 of 14 SHEETN0. C-2' 1 308-21 v JOB No DRAWING No � JOB NO: 130&21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE RV REVISION iCOPVRIGHT�2021 MARATHON ENG. ADAM M. FISHED � 'DRAWING TITLE: Site Plan (Phase 2) 3 of 14 SHEETN0. C-2' 1 308-21 v JOB No DRAWING No � C v q LU EARTHWORK 1. PREPARATION -PRIOR TO 6TART OF EARIHVJORK OPERATIONS THE COtlTRACTOR 6NALL COtJPLETE tHE FOLLdJAt.'G APPLICABLE IlEh13 AS DEFltlED BY COtJTRACT DOWJ,!ENt6 • SITE DEMOLITION -REMOVAL NJD gSPOSPL OFFSITE MJALEGALhWJ!✓ER, STRUCTURES, UTLLITIES, PAVEhLEtR6, ETC. • CLEARING AND GRUBBING-REAIOVPL At&PgSPOSAL OFFSITE INALEGAL h1At8JER: TREES, BRUSH, STVhfPS. ETC. • TOPSOIL STRIPPING-6TR1P NA 6TOCK%IE TOPSGLFOR REUSE. ESCE33 TOPSgL1.lAY BE REt,!OVEO FROlA SITE W9TH APPROVAL BY 05NgR NmlAlRBGPAUtt. 2. RESPONSIBILITY -TIE COIJTRACTORIS RESPOtJSiBLE FOR • ESTIM1IATE-COI.IPlETION OFA OUAIJIitt TANEOFf TO DEIERI,11tE THE VOLUh1E OF CUT FILL. NID TOP3gL COMPARE N!D COORgt1ATE W9THitlFORh1AT10t! PROVIDED BY THE DESIGN EtJGINEER. • GRADE TOLERANCES-ESTABUSHItJG DESIGtI SUBGRAOE ELEVATIONS TO YATT81J OtlE IEtNHOF OtJE FOOT (0.f 0) IN PAVEIA.EIN AREAS RNCLLHNNG WALKS) NJO TO YATNIl11dRtt-THREE HLRrtXiEDTH$ OF OIE FOOT (033) FOR ALL REI.'Nf9NG AREAE. • COMPACTION-ACNEVING TFE SPECIFIE01.'dt1l,9UR1 COAIPACPglVALUES FOR ENBAE80JElJDFILL AREAE. TIE TERtAS'FILL' NU EA4BN1K1,'EtN' ARE IIRERGWJGEABLE. • CUTS-OtJCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES tHE AREAS SHALL OE PROTECTED TO ASSIRiE THAT TIE IIITEGRItt OF MATERIAL I6 NOT CO!.'PROlASED BY CONSTRUCI7CN VEHICLES AIJIA'OR Ih'PROPER DRAItL1GE. AREAS DETERI/1tED BY COtfTRACTOR TO BE NOT BEATABLE FOR 6UBGRADE PUCEl.!F1JT 6NALL 8E Ii.'AIECIATELY REPORTED YAEtI THE SUBGRADE 13 ESTABIIStEDTO dJgA:RS REPRESEttiATiVE. 6TABIUZATIOtI lAEASURESFOR ClN AREAE ALAY BE COtlSIDERED BY OWt ERS REFRE6EtJTATiVE A6 A CHNlGE TO THE BASE COtJTFACT. 3. TESTING•THE FOLLOb6911G I.+AJ(Il.IUh4 q2Y CEl1SINES SHALL BE ACHEVED A6 h1EA5URED BY THE I.!Oq%ED PROCTOR METHOD ASTh10.1651� • 95°O/.lRlCER PAVEMEIR6, YfPLKS, NlOIN STRUCTURAL FRL AREAE • 85 % IN REl.'AIN11lG AREAE THE AGREEh1ENT BE16tEEN THE O',NER ANO COPRRACTOR 6NALL DEFMIE THE INIABER Of TESTS NlD RESPONSIBIUiY. YFc RECOI.!VEtlD IN Eh48A15(IAEIJT AREAE ONE PER UFT AND'OR qJE PER 1.000 CIffAC YARDS. 4 LIFT THICKNESS -THE IPA%ih!U1,I DFT TI9CKNE35 LINGER PAVEMEIN3, YfALKS, AND 6TRUCTURALFlLL3 SHALL BE 121tJCIES. HA181 OPEPATED COMPACtIgI FRES SHALL NOT EXCEED 61tJCI¢5. 6. PROOF ROLLING -THE dM:Eft3 REPRE6EIJTATIVE I.tAV REOlA:ST APROOF ROLLQ E. LOADED TE!lYAEELER) OF SUBGRADE AREAS PRIOR TO PNCEIAEIfT OF SUBBASE I.IAIERIAL3. PAEA611dAT'FAIL' SHPLL BE REI.!OVED NAl REPLACED TO ACI9EVE A PASSItK; 6lAGPADE. 3 7 SLCPf (N: v) ?� y `4'= � JJ NOFl / ��d �// , �� g r S n r' �a =a`o 2 �e°o � �. �Q � ,� / �' i •'I, � \` .;- \ - � / be. �o z�� � oa o�� EROSION CONTROL ACRE OF gSTURBNJCE PLACED bNiH TACYJFIER OR ROLLED W9IHATPACKED VEHICLE TO ENSURE NOT 1308-21 SCALE: 1" =30' gSPLACED. 1. CERTIFICATION-THESTORI,I WATER POLLVRg1PREVEIRiOtIPIAN (SVlPPP), W411CH ItJCLl1DES THE 12, WINTER STABILIZATION -ALL N9ttTERSTAEIUZATIOtItAETHOD5IDENTIFlEOIt11HEtJYS'BLIJE 09/20/21 'GRAgtJGPWJ','ERO61Wl COINROL PLAN','EROSION CONTROL tJOTES', ALOIJG N1TH TFE'ORAItIAGE BOOK'SHALL BE FOLLOWED FOR NM gSMiBAtJCE OR NOIJSTA81U2ED AREAS FRO!.INOVEhIBER15TH- REVISION REPORP, DEFItE6 NlDl.'EET3 THE REOURE/,'EtJTS OF TIE tlEV/YORK STATE DEPARTIAEtR OF ppRIL 1ST. ElMROtJt.lEtlTAL COtlSERVATKKJ RJYSDEC) LATEST STORI.4 YJATER REGVLATIOIJS �>�7 �11�6. 18�IfF/ 13. SUBSOIL RESTORATION-ALI AREAS TO BE RESTOREDAS IANt13NALl BE RESTORED PER 2. CONTRACTOR RESPONSIBILITY -ALL CgLNtACTORS AtSJ SUBCOINRACTOR3 SHALL CERTIFY ���66. CHAPTERSL61.6)OF THE tJEW YORK STATE STOftt.NlATER DESIGN t.IAINAl NID THE SOIL RESTORATION Y.ITF@tl THE SYJPPP THAT THEY WLL IM1IPLEAIEIIT AIU IANIrtAItI6TORM YJATER I.WJAGEMEIJT IJ�IJ TABLE (TABLE 5.3 -SOIL RESTORAl10N REOIAREhtEIJI3) 6MOlSRJ ON THE PLANS. THE PROJECT Sgl6 ARE U PRACTICE6. HYDROLOGIC 301E GROUP A AtA SHALL BE RESTORED AS SPECIFlED. 3. INSPECTION -EROSION CONTROL(EC)MEASURES INSTALLED AND IANtlTNfE00V THE SIZE YORK Tq, SEQUENCE -THE COIfitRACTOR 6HALLIfJSTALL EROSION COtNROI I,IEASIRiES itJ THE FOLLOb'AIIG CgJTRACTOR ARE SUBJECT TO TFE REVIEW NJD APPROVAL OF THE hLUtiGPAUTY, DESIGN EtlGINEER' 6EOUENCE UIRESS AURIORIZED OiHERW93E AT PRELONSTRUCTOII I.'EENIJG' tIYSDEC,NA 0154lERS REPRESEtTTATNE.l1J1!EgATE ACTION BY MECOINRACTOR SHALL BE TAKEN IF •INSTALL PEAIlAEtER 3Egl.LEtJT COINROLS,I.E. EROSIOtI FEtlGNG. ADgT1011pI OR CORRECINEI.IE46U2E6 ARE REOURED BY NIY ONE OF THESE CRED REVIElYERS. • IIJSTALL STABILIZED CONSTRUCTION EIJtRANCE. EROSk)NCOttRiOLl.IEASVRES tJOT 3PECIFlCALLY SN0654l OtJ CONTRACT DRAW9NG5OE.., STFAVd •PROTECT VEGETANINITO REl.WN. BALES, COLLARS, FPBPIC3.ETC.)SHALL BE BlSTALLEDAS LYARRANIED BY FIELD CONgUOtJS.AND AB � CLEAR'GRUB NtO COtISTRUCT gVERSIOl L1RY 3VlALES, N8J 3EDIMEtJT BASIt15. gRECTED BY THE AFOREIAEtRIOIED REVIEYlERS. ♦COMPLETE CLEARING NJD GRUBBIIK:OPERATION •PLACE EROSION COtTTROl h1EA5VRE5 AT TOPSOIL STOCKPILES AflO SiliIP TOPSOIL 4. NOTIFICATION -AS DESIGN EIJGINEER.OU20FfICE HAS NOTIFlED THE OYAER OF THE IIISPECTIq! •COtJ3TRUCT 3IYALE3 AfJO SILTATION DEViCE3p5 EARTHIWRK OPERATIONS PROGRESS. REOlBREM1IEIJTS UNOERGP-0.20-002. gSNROANCE50F 1.0 ACRE OR GREATERREOURETHAT THE • hA1NTNtl EROSION COtJTROI hTEA5URE5 NJD PLACE ADgiTONAL MEASURES AS EARTA"10RK NJD OYltER FILEAIJOUCE OF INTEtJTR�)At✓DA 3WPPP YATM THE tfYSOEC UtJDER STATE POLLINNTT UIDERGROIFlD UTIUIIES ARE CONSTRUCTED. q$CHARGE EUt.9NATION 3YSTEl.1(SPOES)GEtERAL PERI.'lT BGP -0.20-003. THE REGIAAIIOtl6 REOlARE •RESTORE AREAS AB DEFINED BY COtRRACt DOCVP,IEtfiS. THATA LICENSED PROFES610t W.COh!PLETE AY/EEKLY INSPECTIOIJ (TF4tOUGHOUT THE PERIOD OF • REI,:OVE EROSIOtl COINROL AIEASUJES A6 AAEA3 ARE REESTABUSMEO VATH GROUI9J COVER. IFFK)gSTLARBNKE) 5. PRE -CONSTRUCTION -THE APPROPRIATE EROSIOtl CO2JTROLIJEASURE6 A60EFlNED BV THE COtlSTRUCTIOIJ DOCUh'EINS SHALL OE illSTALLED PPoOR TO THE START OF NN CONSIRVCTIOtI ACTIVITIES. 6. TOPSOIL -UPON COlJPLEl10N Of THE STOCKPILE STRIP%IJG OPERATION. GTOCKFILES SHALL BE STA&U2ED Itl ACCORONlCE TO IrvSDEC REGlAAT101J5. 7. AGRA EM OF ON'E FOOT VERTICAL TO SLOPES -UPON C01,1PlEUON OF GRAgIJG. SLOPES HATH q THREE FEET HORIZOtfiPL (I OtJ 3)OR GREATER SHALL BE TOP3gLED, SEEDED. FERTILIZED Atm h1L9.CHED OR TREATED AS SPECIFlED ON GOtNRAGT gL1YANG5. 6. DUST -THE COIJTRACTOft SHALL APPLY YJATER NlDroR CALCILN,I CIH.ORIOE, A3 CWJgUONS bYARRAtR, TO CgRROL\59ND 80Rll EROSION. THIS IAEASURE APPLIES TO, HAIA ROADS. CVT At10 FILL OPERATIOIJS, 3U8 -BASE NJOAlt/ OTHER EXPOSED SURFACES. 9. OPERATION &MAINTENANCE- THROI/GHOIJT TIE PERIOD OF CgJSTRUCBON NID PRIOR TO ESTABU6I9NG FMJAL GROIAlD COVER TIE 61TE COIRRACTOR IS RE3PINJ31BLE FOR THE OPERATION AN'p hWNTEtL1NCE OF THE TEMPORARY EROSION COttR20l l.IEASVRE3. FOR EXN.9PlE, TFE 3ILTAPON FAGUTIES SHALL BE RE{XCAVAIED YA(EN THE VOLU..'E (3600 CUBIC FEETig51UR0ED ACRE) IS REDUCED BY ONE-H41F OR h(ORE OF ITS 3PEGFIED CPPACITY PIlD�OR TFE I.IATERLAL I3 W9TI-0N ONE FOOT OF TFE dSCHPRGE PglfT. 70. WORK STOPPAGE-ALLgSNROED AREAS N'OT TO BE WORKED W9THIN 14 DAY31,9UST 8E SEEDED YATI91! ]DAYS FROM THE LAST CONSTRUCTION ACTMTY IN iHATAREA. 7t. TEMPORARY STABILIZATION-TEIJPORARY STA&LIZAIiON SHALL REGUIRE 4TOIJS OF STRAVfI :1 n��r I is :, . �, a - i s� . i a s:.• a. f.. \ � ����`\ �'" \\\\/ 'f / zg � � / rl 9 �\ u / // - S/LT FENCE RE OETA/L, TYP. 0 30 li II 1. -- SCALE � � � __�� � %- �, m i 3 .S./.E.eC 6 �. I '. I5 ���' � � �" .�IaB asnva �� _ ..fie-ross� x�ff=,. ^-�-----��----_=-r�Rk�x�'--.ate - i„_ Il 6 \ a �_ _ _ .... _ _ ._ -4 _� � ®®_� � C TC=1/66.5/ INLET PROTECAON BC=11 I RE.� OETA/L, TYP. � ,FUTURE - - _ � =fly ADD/T/ON -� � j 8, 500 SF "TC=1766.5 I FEE= 1166.65 BC=1166.0 --, � ' ,. �. � � _® 1166.4 TC= / 166.5 � Y ` BC=1J66.O�� PROPOSED MED/CAL FAC/L/TY j21,200 SF FEE=1166.65 1766.4 1 TG=1166.0 - a�'=liJrs6ti's TC=1166.75 BC=1166.75 �'\ °� \ 1165xd0 �--/ > � �� i \ - _- __ \� r. -, �--�16.5s:5 _._ X5..7_______---- \` \\�` �\ � �\ / \ � a d�� �� �� v� v / � r � �� w o / `-I`1H` \�� �� � 1!66.5 � �� � � _ I P6od, \ / � o / a ��� ��� / � 1166 1166.4. ' �� ii �:IN � i I ��� I " p � %, I > p � I i ' i � � � I �'1'� � I i\13"'° � I _ Iry n. I ��\I�°a m, I I / I '�� I i I � i p / I i= � / �H° _ � '�' 'mac A ___:_ A j / �I ��� p of m ,-s.l ti I � I„ � al F I , IIiII _��� /� � I I I �o� / w I I ��� � II X31 � � � I / � F I I Ily h�;l / z I / p -> s� % w I 0�� / � > .p I ��ol / w ( '' / PROJECT SITE Z l'`\}l Fy� JE 1�R � s 4 STAR RD (cowm RouTE lzoc) LOCATION MAP N.T.S. DISTURBANCE SUMMARY: ONSITE q$TIAiBED: x.1.10 ACRES OFFSITE g3TlAi BED x0.10 ACRES TOTAL gSNR6Eg3320 ACRES TOTAL PROJECT AREA�xJ.35 ACRES EYJSTIIJG 11,9PERV1 W5, x1.]0 AGREE EXIS11ttG PERNOU3 xISO ACRES PROPOSED IIAPERNOUS. 1].14 ACRES PROPOSED PERVIOUS x1.066 ACRES �� . \� 6 P\ �?\ � �, � I I � Q. I / W I STABIL/ZED CONSTR(/CT/ON ENTRANCE � p I � 4 RE- OElAIL --------�-------- _mal-�3-�`,q I off' /En w 30].15' �' � '�' � it / ,� I ( o -�- N d0'S]23' TE 4//�/T OF D/STURBANCE g �/ I I I / p" I � J 7YP. p II / 0 4 /. door I', I� I p H I �� �� � I � I � J \ y MAI�AT ON ENEINEE(�IN6 ROCHESTER LOCATION l9 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8-] 7 7 0 IiHACA LOCATION 840 f1AN5HAW RD. STE 6 ITHACA, N1' 14850 r,o]-z'11-zvi] www.marathoneng.com � � � + Y V � 0 J w !v% W o V F I-- ti� z Q O _I z �Q �� C W Z G ` � � O � O"'WV }� W �® M� � aW �o W ®� W >� W �"� J W= J N o ® a 's ® � �� O o z � l JOB NO: 1308-21 SCALE: 1" =30' DRAWN: j1 DESIGNED: T =f 766.5 DATE: 09/20/21 REVISIONS DATE BY REVISION � �I� �>�7 �11�6. 18�IfF/ ��T 11�L1 ���66. IJ�IJ L/ U Lv'J 1766.4 1 TG=1166.0 - a�'=liJrs6ti's TC=1166.75 BC=1166.75 �'\ °� \ 1165xd0 �--/ > � �� i \ - _- __ \� r. -, �--�16.5s:5 _._ X5..7_______---- \` \\�` �\ � �\ / \ � a d�� �� �� v� v / � r � �� w o / `-I`1H` \�� �� � 1!66.5 � �� � � _ I P6od, \ / � o / a ��� ��� / � 1166 1166.4. ' �� ii �:IN � i I ��� I " p � %, I > p � I i ' i � � � I �'1'� � I i\13"'° � I _ Iry n. I ��\I�°a m, I I / I '�� I i I � i p / I i= � / �H° _ � '�' 'mac A ___:_ A j / �I ��� p of m ,-s.l ti I � I„ � al F I , IIiII _��� /� � I I I �o� / w I I ��� � II X31 � � � I / � F I I Ily h�;l / z I / p -> s� % w I 0�� / � > .p I ��ol / w ( '' / PROJECT SITE Z l'`\}l Fy� JE 1�R � s 4 STAR RD (cowm RouTE lzoc) LOCATION MAP N.T.S. DISTURBANCE SUMMARY: ONSITE q$TIAiBED: x.1.10 ACRES OFFSITE g3TlAi BED x0.10 ACRES TOTAL gSNR6Eg3320 ACRES TOTAL PROJECT AREA�xJ.35 ACRES EYJSTIIJG 11,9PERV1 W5, x1.]0 AGREE EXIS11ttG PERNOU3 xISO ACRES PROPOSED IIAPERNOUS. 1].14 ACRES PROPOSED PERVIOUS x1.066 ACRES �� . \� 6 P\ �?\ � �, � I I � Q. I / W I STABIL/ZED CONSTR(/CT/ON ENTRANCE � p I � 4 RE- OElAIL --------�-------- _mal-�3-�`,q I off' /En w 30].15' �' � '�' � it / ,� I ( o -�- N d0'S]23' TE 4//�/T OF D/STURBANCE g �/ I I I / p" I � J 7YP. p II / 0 4 /. door I', I� I p H I �� �� � I � I � J \ y MAI�AT ON ENEINEE(�IN6 ROCHESTER LOCATION l9 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8-] 7 7 0 IiHACA LOCATION 840 f1AN5HAW RD. STE 6 ITHACA, N1' 14850 r,o]-z'11-zvi] www.marathoneng.com � � � + Y V � 0 J w !v% W o V F I-- ti� z Q O _I z �Q �� C W Z G ` � � O � O"'WV }� W �® M� � aW �o W ®� W >� W �"� J W= J N o ® a 's ® � �� O o z � l `COPYRIGHT©20211MRATHON ENG. ADAM M. FISHEL , DRAWING TITLE: � Grading, Drainage & Erosion Control Plan 4of 14 SHEET No� C-3. � 1308-2T V � � JOB No, DRAVviNG No � JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION `COPYRIGHT©20211MRATHON ENG. ADAM M. FISHEL , DRAWING TITLE: � Grading, Drainage & Erosion Control Plan 4of 14 SHEET No� C-3. � 1308-2T V � � JOB No, DRAVviNG No � UTILITIES 1, SANITARY 3. 1.1 MATERIALS • LWNS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOAtERIC GASKET JOINTS, AND A PA13MNI WALL T@CKNESS OF SDR -36. PIPING AND FITTING S SHALL MEET' • ASTM D-]034 (4' THRU IS) • ASTM F-679 (IB'THRU IS) • JOINTING MATERIALS - SHALL BE BELL.ANDSPIGOT WITH INIEG RAL PUSH ON TYPE ELASTOIAERIC GAS KET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. • MANHOLES- SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM 0478 L ASTM 6443 1.2 INFILTRATION/ EXFILTRATION - PAAXIMUhi ALLOWABLE 114MLTRAnOti OR EXFILTRAngI SHALL NAT EXCEED IM GALLONS PER INCH D!MAETER PER MILE OF PIPE PER DAY FOR THE SABTARY SEVER. IF AN AIR TEST IS USED, THE TEST AS AIMS MA SHALLCONFORM TO THE PROCEDURE DESCRIBEDIN ASTM Il EIPITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON -PRESSURE SEWER UNES USING LOW-PRESSIRtE AIR. SANITARY MAN HOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONS ERVATIOH TECHNICAL INFORh1ATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOORDRAIAS. IF CONSTRUNTEDINTHE PROJECT. MUST BE CONVECTED TO THESMATARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATIONFOUNDATIONOR FOOTER DRAINS INSTALLED TO INTERCEPT UNCOMAAINATED GROUND WATER ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEVER MUST COMPLY VATH THE EFFLUENT LIMITS OF THE LOCAL MID'OR THE CORTLAND COUNTY SEVER USE LAW, 4 LL IPE. 1.TESTING- DEFLECTION TESTS SHABE PERFORMED ON ALL FLEXIBLE PTHE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS, NO PIPE SHALL EXCEED A DEFLECTION OF Sb. IF THE DEFLECTION TEST IS TO BE RUN USR IG A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICL PUWtIG DEVICES, 1,5 SEPARATION-M!tIMUMVMnCALSEPAR PT1 BEMEENWATERhWN AtIDSEWERUtES SHALL BE I BINCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF NATER MARI SHALL BE CENTERED 04DM OR OVER THE SEWER $O THAT BOTH JOINTS WILL BE AS FAR FROM THE SEVER AS POSSIBLE. IN ADDITION. VITEN THE WATER AW II PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCES SNE DEFLECTION OF JOINTS MID 8ETRJNG OF THE SEWER ON THE VIATER h'AIN. MJtAMUAI HORIZONTAL SEPARATION BETWEEN PARALLEL WATER AWN$ MND SEVER PIPES (INCLUDING IANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES &WHOLES OR VAULTS. 2. STORM 2.1 REGULATIONS -STORM SEWERS ADAPPURTENM4ES SHALL BE CONSTRUCTED IN CWlFORMM4EVM THE LATEST REGULATION$ OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDMICE 151 TH ASTIA D-2321. 2.2 MATERIALS- THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIALMATERIALFOR THE MAIN SEWER AS ALLOWED BY THE PAUNICIPAUTY, PROVIDING THAT THE ROUGHNESS COEFFICIENT IW FACTOR) IS 0013 OR BETTER. • HIGHDENSITVCORRUGATEDPOLYETHYLENE PIPE(PE).AASHTO 41-294, TYPES,ASTMD33% 2.3 ROOF DRAINAGE -ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERVASE. 2A TESTING-UMtICGNIPLEONOFSYSTENAIISTAL VTI 4,THEKIMNISEMRSYSTEh1MlDLEADSTO STRUOMRESSHALLBEFLUSHEDAtOCAMPEDTOTFES TISFACTIMIOFTHE M.NtICIPMITY. WATER 3.1 WATER SERVICE UNES SHALL BE CONSTRUCTED MI ACCORDANCE Vill THE REGULATIONS MID SPECIFICATIMS OF THE WATER AUTHORITY. 3.2 WATER SERVICE ONES SHALL HAVE A MJtIMU1.1 OF FIVE FEET OF COVER FROM FIA SHED GRADE IN LAlI AREAS AM SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TENI FEET, MEASURED FROM THE OUTSIDE OF THE PIPES. FROM $EWER MAINS OR SEPTIC SYSTEMS, 3.4 WATER SERVICE UNES SHALL BE IDENTIFIED AS. DESCRIPTION SIZE MATERIAL (o) TWE (B) TOWN PORTION FROM THE WATER AWN TO MID INCLUDING THE 6' DIP.• CMB CONTROL VALVE 011 THE ROWiPROPERTYiEASEMENTUNE PRIVATE PORTION' FRON.1 THE CONTROL VALVE TO THE METER 6' DIP.' C0.18 (A)ACCEPTABLE MATERIALIS'GLASS 52 CEP.ip h!ORTAR LINED DUCTILE IRON PIPE. (8) $ERVICE TYPEG INCLUDE:DOMESTIC=DS. FIRE=FS, OR C01.1BItED=CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LIKE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTON OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED M THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE EITRANCE INTO THE BLJILgNG(S). A Bill ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF SOUNCH THROUGH I -INCH METERS. I V.INCH+24KCH PASTER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. I.IETER INSTALLATION }INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROW, D THE METER. 3,7 WATER SERVICE UNES SIZED 44NCHES OR GREATER SHALL BE • PRESSURE TESTED IN ACCORDANCE ATH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY, A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. . DISINFECTED BY USING THE COMA IUOUS FEED METHOD ACCORDING TO AMA STANDARD SPECIFICATIONS. AFTER FLUSHING MID CISIIFECTI:G THE SERVICE NI IS, WATER SAI.'PLES SHALL BE COLLECTED III ACCORDANCE WITH THE DEPARTIVENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL MID NOTIFICATION BY THE HEALTH DEPARTME/T OF PASSING HEALTH SAMPLE TESTIS) MUST EE RECEIVED BEFORE THE SERVICE Al BE ACTIVATED BY THE NATER AUTHORITY. /NV=!363.65 I � I 4DA Sr MH 3 .94,2Gvc 5 u4�ia�F - t 36 LF 12= 90 ;d' A/lN t 12" 0lA. HDPE - - TR=!164.50 ® 0. - - - - - -�zc -- - /NV=1150.77 J20 LF DLA. HDPE w 5 ®0.90 % A//N. aaNae aBLx '103a _ ,60'svC a -a ,49991 fill 6F� I -- T�A - Q -- -- ® dklodtl b -- /Nv=1160.0 I ROOF DOWNSPOUT IGI= L REFER TO PLUAIBING FOR --I C LOCATION, 77E ALL GAS SERVICE ENTRANCE I DOWNSPOUTS TO STORA/ RE, ii DR41YINGS 0 30 L -IJ Ill li ME GAIaG Galva � X92 2F 24' OA LATERAL, - - 1lOPE ®0.50.1 JO x30 GiTCH ! TACJ=y1164.72 I FUTURE PROPOSED MED/CAL 1160.45 ' i =�I ADDITION FACILITY 14;14-GTGH ditSill TG=116540 (8,500 SF (21,200 SF All 116240 a o FFE= / 166.65 11166,65-L-30 LF 6" PVC - sT ATI- I 65 IF 6" SOLID -WALL _ a w- _ -� ®� HOPE 1.0% MIN d+ TRANS/T/ON FROM PERF. (,Iac'un�q HOPE TI SOL/D-IYALL NOPE ` I 255 LF 6" PERF. HOPE UNDERDRA/N ® 1.09 MIN. 4 OA INMN / I TG=1164.71 I -- - /NV=1160.69 •O°d \ •Ss \ F oto \ VQI} \ V \ / C / � JOB NO: 1308-21 SCALE: DRAWN: 2�" 12 �)RD AMF /NL �f 09/20/21 REVISION UNDERDRA/N IY/TH 4' Pt/C. TIP. OF Z FIRE DFPARTMFNj CONNECT/ON t 9J LF 12" OL4. RE' AIEP ORALY/NCS � HOPE ®0.25% 6"" DIP HYDRANT LATERAL PRIVATE F/RF-/jYDf¢4NT DETAIL TC=/165.00 TG 1/6550 � /NV=!!60.96 AYV 1161.61 4}T I:• S t 76 LF , s' 0A t Il0 (F J r' ON . NOPt X0`25 � HOP - ® 175,1 POPE ®0 25A 0-4 12. 11 JO;ol CATCH 6451,'/ 4 DNA /VVH 76=1165.22 TC=1165.22 /NV=1167.16 IoW=1161.43 � ----- o -- --I---------- ITT -------- ♦ i - - - - - - - GG7.15' - .�. - - � 14G•5T23- IS i zg ON�� z a3 ,j /NV=1161.75 WATER SERVICE ENTRANCE RE.• A/EP ORAfY/NGS ELECTR[C' j}JG'F FNTRANCF RE.• !./EP DRAIY/NCS TELE/COMM. SERVICE ENTRANCE RE• A/EP 1Y/NCS PROJECT SITE S S1 \3l �S s STAR RD JM (COUNTY ROUTE 120C) LOCATION MAP N.T.S. • \ � r 1N MLT ON ENC-I-IINBUUN6 ROCHESTER LOCATION J9 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8. 7 7 7 0 ITHACA LOCATION 040 HI NSHAW RD, STE 6 IT HACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com PAO MOUNTED TRANSFORMER CONTRACTOR TO COORD/NATE FINAL SIZE, LOCATION & {YORK SCOPE IY/TH THE UTILITY PROVIDER PRIOR TO THE START OF {YORK. Lu ELECTR/C ELEfCOA/A/ swit2E POINT OF CONNECTION 1-t APPROX/ALiTE LOCATION SHOIYN CONTRACTOR TO COORDINATE FINAL LOCATION AND T {YORK SCOPE W/TH THE U77L/TY PROVIDER PR/OR TO THE U START OF IYORK GAS SE YWCE POINT DIF CONIVECTION _ I R CONTRACTOR LOCATION SHOWN CONTRACTOR TO E MITHNATE FINAL LOCATION AND {YORK SCOPE fY/TH INE UTIL/TY PROP/DER m I I I I PRIOR TO THE START OF {YORK XH. ��TR=1166.80 gN il� I %0I III�1'fi I SEI � � /1N= / 159.70 EX/S,1-/NCI .WATEF. 56RL�FE TO BE ABANlXA�YE,LI WATER DEPARTMENT TO CUT AND CAP TAP, NC ti IYATER SERl4CE AND REAJO�E SERV/CE TAP. o, IYATER SERl4CE RUNNING UNDER RT 1J TO BE ABANDONED AN PLACE w WATER SERVICE PO/NT OF CONNECRON APPROX/AMIll LOC7T%ON SHOIYN CONTRACTOR TO COORDINATE F/NAL LOCATION ANO WORK SCOPE {1%T// THE UTILITY PROVIDER PR/OR TO THE START OF {YOR/( 60" DIP COMB/NEO {YATER SERVICE V`?1 b P\ y? dJQNUA/EIYT S/GJ11 REFER TO ELECTRICAL FOR ROURNG OF SITE ELECTR/C `COPYRIGHT®2027 MARATHON ENG. ADAM M. FISHEL , ' DRAWING TITLE: ` Utility Plan S o/15 SHEET No' V��.O 1308-21 JOB No DRAVANG No 7 � JOB NO: 1308-21 SCALE: DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISION DATE BV REVISION `COPYRIGHT®2027 MARATHON ENG. ADAM M. FISHEL , ' DRAWING TITLE: ` Utility Plan S o/15 SHEET No' V��.O 1308-21 JOB No DRAVANG No 7 KEY BOTANICAL NAME AC ACER X. FREE. "CELEBRATION" AR ACER RUBRIM "RED SUNSET' CK CALAMGROSTIS ACUT. "KARL FOESTER" ' GP GINKO BIL, "PRINCETON SENTRY" HS HEMEROCALLIS "STELLA WORD" JSG JUNIPERUS CHIN. "SEA GREEN" I{ PS PANICUM VIRG. "SHENANDOAH" PH PENNISETUM ALOP, "HAMELN" RA RHOS AROM. "GRO-LOW" RESTORATION AND LANDSCAPING T, GUARANTEE -THE AGREEMENT SETY/EEN THE OYAIERANO CONTRACTORSHALLOEFlNE THE REOLAREJAEI ITS, I.W NTEtWICE, AIA TME TO ESTABUSHJEWTURF AND LANDSCAPOD ACCEPTANCE BY THE ONMIER LANDSCAPING SCHEDULE 2, TOPSOIL -PLACE A MINIMUM OF INCHES(REOUREO)OFTOPSOILWJ ALL DISTURBEDSLRFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AID DRAUJAGE PATTERNS. OBTAIN OVRJERS REPRESENTATIVE APPROVAL O 30 PRIOR TO SEEDING. COMMON NAME I QUANTITY PLANTED SIZE I ROOT REMARKS 36 SEED - LAWN AREAS SHALL BE WOROSEEDEDVATH AN APPROVED, SEED MIXTURE, MUR-CH, PIJO FERTIUZER. THE"W-ML SCALE CELEBRATION MAPLE 1 2.112" CAL. B & B q PUC TIO?4 AMSHALLBEDETERI.Rfr DBYMo CTORTOESTABUSHA•STArm•OFGRASS, THECOITPACTOR SHALL 61A31^IT AATERW. ANDAPPLICATION SPECIFICATIONS TO THE Ol\NETS REPRESENTATIVE FOR APPROVAI. RED SUNSET MAPLE 1 2.112" CAL. B 8 B I PRIOR TO APPucgnon. 1 (KARL FOESTER REED GRASS 5 #3 CONT. CLUMP C PLANT STOCK- PLANTLATERIALS SHALLEE NACCORDANCE VATH-AAIERICAN STANDARD FOR NURSERY STOCK-. THE CONTRACTOR SHALL SUB :'lT PLAINT R+ATEWAL SPECIFICATIONS TO THE OWERS OrJ51TE REPRESENTATIVE PRINCETON SENTTRY GINKO 1 2.112" CAL. B & S I FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. STELLA WORO DAYLILY i 24 #2 CONT. CLUMP I S, PLANT LOCATIONS - TIE PLAINT LOCATIONS DEPICTED ON THE PLAN MAY BE Ed AD.IUSTEO(60 THEY DO NOT SEA GREEEN JUNIPER 11 24" HTISPR BSB INTERFERE WTH UNI -TES) AND TO THE SATISFACnON OF ONSIERS REPRESENTATIVE. SHENANDOAH SWITCH GRASS 15 #3 CONT. 6, PLANTING BEDS- PROVIDE TWELVE INGIES021 OF TOPSOIL, VwEED FABRIC (AS DIRECTED BY OWNER), AIA THREE IIKHES(3) OFIAULCHATPLAMT BEDS,UNLESSSPEGFIEDOT WhISEOJDRAWINGS. HAMELN FOUNTAIN GRASS 10 #3 CONT. I GRO•LOW SUMAC 19 18.24" SPR. HEAVY II (Statistics Ij !Description I Symbol I Avg IAax I (,fin A1ox/I,lin Avg/A1in' jPHASE I PARKING SUMMARYI X 12.1 f; 5,4 fc1 0.5 D 108:1 42:1 1 f (PROPERTY LINE + 0.0 fc 0,1 fc1 00 fc !!/4 I N/A I 15PILL SUMMARY I + ( 07 fe 5,7 fcl 0.0 fc 11/A N/A IPHASE II PARKING SUMMARY I X 1 2.1 fc 4,4 f:1 04 fC 11.0:1 I 5,31 f E...1d LmR R. 5 'T �LRi� ens -lu.<. Nu '"lc. ,Ilea;'�lEl� aJ M5 755 I'`a� TbV ai,JOa j 0191"x,: Told ,n:ea io3le S a Hit" rsa LTD P3 4 {95, 6,IT 1> 8 ° InfE o 6UGIRAr,IO 8 67 I I,, DA t^ OEM 0 P3 q ELC 4JT 1 ON 092 O O) 02 IME C 9 C6T, B BLCI4LVJLi I I - d, - G2 S 3 It,t.cn ,,t,�gso=Pr vCJ0950 TD P3 40K R«D 1 9E7 992 7E91 192 E, �aS,� LIGHTING NOTES I. THE LIGHnNJG INFOR0.AnON PRESENTED ON TWS PLAtJ IS AS PRONDED BY POINT SOURCE GROUP ON 9/16,2 t. CONTRACTOR SHALL COORptl4TE FINIAL OGHRtJG LAYOUT W9IH POIIT60VRCE GROIR+, 2. THE COtfTRACTOR 6HALL REFER TO THE ELECTRICAL PLAHlS FOR ROUTING OF ELECTRIC TO SITE ucHnlD. oo.000000.oc.0000.000p.0000.0000.00.00.oco G0000,co.00.0000.0000.oo.oo.000Doo.00.00.0000.000000.000000.00000 V0000.co.000000.000b.000000.0000000D 000.00.Go.�IlooG.000000.D o`oo'oo'oo`o.o'o.o'o.c'oo`o.r oo'oo'oo`o.o oo`ocPgd3EOZ AviFcPoLG�� PiRrO1P o'o.o`o.o'o.o'oo'oo'o.o'o.o'o.o`oo'o.o'go`4o'00`0o`o.o`o.o`oo`oo'oo'oo" .o `CD`00`00`00 0o'col .o'00 CON TACTOR Tp EXFEND, CONDU/F TO« .9r. t.ve s p `0.0'0 0 `0 0 0. I`o.o'o) `o.o `o.o'o.o 0'0.0 `00'00'00'00'0 x'00` .0`00'00'00`00'00 Q�p�01PA}LO 1JOPe L?7&RO�V CUINA� o. '00`00'00 GPC) 00`GO 00.00`00'DO`C 0'0 O' 00`0 O` 00' 00-00'0.0'00`o0 )0'oo`Go'oo'Go'GO o 000` 00 00'0.0'GO OPO 'o G' 00' DO' 00"00'0 �O.c'0.)'o0'O0'00 PHASE 1.« LAMN , n `n 0 0.0 GO 0 0 0.0 00 0.0 C ADI =1 n n ^ *Q Cm ) 1, `n n C mn om n +n n ,L L)=O '(yp'= QwZL= X a Q. rL n 'n od oz aa'n n'n n `n r '� r) -n n ,a?`+,2'i77s{L�}�EJ12S i n'n r)'n rC P � n n n n n gl �a n `n n 'n n `n n'n n 'r) n `� n `n n �n ,i� 0) '0.) 0.0 0 0+00 e.ao.o,o.o 00 o.c,0.0 oo,o.o,o.o o.goo,o.o,c.o,00 00 0.0 .o, a�poo,00,c.o,o.o,o.o,no,o.o co,o.o,o.o,00,00,o.G-o.o-o.o.o.o.os_a ,o.o,o.o,00 o.0,0.0,0.0,0.o a�cs�s{o.o,o,o,o.o'o.o.Do 0030.0.0 -sem 0`0,o'no`on`on`o.o'or,(1� on no 00'0.0`00 0o n.n nn nn o.o no oc o.o 0000 o.o n oe a�-� =�-0�I� ^ ^ n:�ca c-,��^^ ^ ^�pq e��ca a ���-r-r° o ' o'00'D.o 0`0,0o,o`00`000��, ;fpo o.o an `o.o'00`00`o.o'orI'o.o`o.n'c.1 `01`0102'0.5'08'P2`1 q 22`21 1 06 0,340' io'1 I _ r ).o c. `o.)`oo'co4 _ _ MH=22' l 0 PP 00 00 1 CO, 6�+, G O.0 0.0 00 00 00 0,0 00 00 0C 01 01 T7ui J('.o'7 'i'.S Z. 54 - �.n-s .q73 �l'n �- I'0 00 0�1 0.) 00 GG 0.0 4 PIP U 00 OU UO'0 0°' ox OU o,0 OU O.o G.0 00 O.0 00 U0 01 U.IE 03 Q5xo.9 x1.6 x2.8 x3.6 x4 ,J 43 43 3.9 3.0 x1.8 x0.9 I5 (!! ''0 .0 0 0., 0.0 UO 0.0 0 0.0 00 00�' 00 00 00 00 0.0 0,0 00 0.0 00 00 00 0 �" 0.3 0,5 0.9 76 ?.6 3.7 4. 39�4A 3.8 28'1.6 0 SLS C�3 AWN ass 4 FUTURE PROPOSED MED/CAL , 0 0 `O,O ` kG G.D AC G 0.0 0.0+ Pr'rl1j,�1.0`00'0.0`00'00'00'00'U 0`00"0.0'0.0 `o.0 'O, `0., 03x0.5 RD 9x'. 5` 2.4 °34R4.0 40} 4.D R35�2,8 `��nZ.21>•IS C5 ADDITION FAC/L/TY i'c'G) l'' ) GG` '0.0 0 0.0 0 -k)14 00 c0 00 OPO 00 0.0 00 00 00 0.0 040 0.0 00 01° 0.41mQ "0,9x1,3 2,0 x3.0 x4,"1°'.6x .2 °3,1 x2,7 x3,3 x4 2x 6 7 i wax x A i f8, 500 SF (21,200 SF I ).0 0 0�_`0.)' 0`Do'0.0 0'0. o`a0'o0`0D'Cc'O.0 o.o 0.0 o.b 0,0 040`uU'0.0'00'0. �784uw 1.2 14'_).0"s.0 4.J 4.1(�;H221e)' `2,6`29xP5`,8 4 _ FFE=1166.65 FFE=1166.65 I' w d<,t GF(j pL,E ,4/� F�.t`7"HARDWOOD BARK HULCH i, 0 y.0 U OyCI , �C U U.0 U C O.�ON�704Lrd''E'XVIVAB UT LY�7.G 0 i UtOI `1.7 `'.0 = 6x3.4 x4.1( 4.1 4.1 3.5'Z 9 `2.S x'2.4 7 `e17 i a .nU{�.. +U, ) 0 0 e.o 0, V ac R �q A- Pr1 F n(7n .t a ° (COLOR TBD BY O{S'NER), IYP. 14 d 0.0 D.0 O D 0 ` 0 o0 PU.T UTC) () U�0 6."U O./t7 �U i �J.O .� 1.6; 3O) 2.S x2.5 `2.8 x3.53. 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SEED M1RX SHALL 4m CONSISTOF: O 30% CREEPING RED FESCUE 20b GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PEREN?,IAL RYEGRASS 20'b KEYSTONE 2 PEREN88AL RYEGRASS 10%KENTUCKY BLUEGRASS 98165 SEEDItlG FATE SHALL BE ELBSI 1000 SF, OF PURE LIVE SEED. I.0.1LLH SHALI BE 6Tui RAW APPLIED AT 2 TONS/ACREuA 0 0.0 00 0.0 oc o.o o.o o.b 00 oiniq o0 00 00 0.0 n'o.o'n.e'oo'o.0'on`Do\Z`o.o'oo`Go'oo'nG-o.o'o0`n0: n'nn'nr/'oo'no`o.o-nn'00`nn`nn`no`nnin'n�`o,n'on`nn'no`oo`nn:',.n`nc'n-oo-nn`ar, n'on'ro`on'n0'no`oo`n.n'oo'o.n`0.o on`o.n'n.o`oo`no`co'nn'nD`on:oftl�(J+.o`o0'oo'on`oo 0 00 'o.o `o o'o.o GO 'G n'o n -a� ;� o'o o'o.o `o.o'00 o o'o G o G ,loo `b.o'o o'o.o'o.o'o n'o.o'o o'o.o `o.0 op 10.0 0 0 `o.o `0 00.000 0.0 o n �.Q n n `o n'o.o `o.o'o,o , -'o o'G o'o o'o o'ao `D o'o o'o.o'o o `o.o'ao'o.o'o o'o.o `0 00.00 o'o.n o) o o `o.o `ao'o o'o.o .NG W ADAM M. FISHEL , 'DRAWING TITLE: Lighting & Landscaping Plan 6 of 14 SHEETNo C-9 .� 1308-21 V JOB No DRAVv1MG No' ,df ` JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION .NG W ADAM M. FISHEL , 'DRAWING TITLE: Lighting & Landscaping Plan 6 of 14 SHEETNo C-9 .� 1308-21 V JOB No DRAVv1MG No' ,df FILL GAPS SE17YEEN LOG AND SOIL SURFACE WITH ON—SITE MATERIAL COLIPACTED TO A HEIGHT OF NO AIORE THAN %J THE LOG DDBJE7E5A {YORK AREA 2" X 2" X 36HAROI'/OOD STAKE ® l0' O.C. 12" DLA, SILT SOCK AREA TO BE PROTECTED NOTES.• 1. EXCAVATE A SHALLOIV TRENCH AT THE TOE OF SLOPE SLIGHTLY BELO{Y BASEFLOW. 2. PLACE THE ROLLE IN THE TRENCH AND ANCHOR 111TH 2' X 2" POSTS SPACED AT /OF O.C. J. SILT SOCK ALONG EDGE OF PAVERENT CAN BE REMOVED UPON COA/PLETION OF FNAL PAWNG OPE2710NS. 4. USE ALL Pird SIL TSOXX OR APPROVED EQUAL. CEROSION CONTROL SILT SOCK 1 SCALE: N.T.S. (WITHIN NYSDOT R.O.W. ONLY) I O' END secnoN PIPE DWAETER (VARIES) S6opE (PAR2ESJ END SECTION t ITT SEPARATION FABRIC CONCRETE WASHOUT SIGH � 25' MIN pLAN � VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2" P. IP BERM AROUND THE I� THE PERIMERII.tETER -�- 27 SLOPE 1 t A I(T 3; IN UNDISTURBED OR COI.IPACTED SOIL VEHICLE TKACKIPIG DO % 8' MIN CONTROL (SEE VTC DETAIL) - NOTES: SECTION 1. CONTRACTOR TO VERIFY SIZE REQUIREMENTS BASED ON ANTICIPATED VOLUMES OF CONCRETE WASHOUT. 2. CONCRETE WASHOUT SHOULD BE PLACED TO NOT ACCEPT SURFACE RUNOFF. n 3. IF WATER DOES NOT EVAPORATE AND IS GREATER THAN 757. FULL CONTRACTOR SHALL REMOVE LIQUIDS AS REQUIRED BY THE LOCAL AUTHORITY (SAN SEALER OF VAC TRUCK) 4. PROVIDE MINIMUM AGGREGATE OF 10 MIL PLASTIC AS LINER SECURE LINER TO PREVENT INFILTRATION & REPLACE AS NECESSARY FOR TEARS, ROCK RIP RAP COIIFORAIINC TO NYSOOT LIGHT STONE FlLL PER IIYSDOT S SPECIFICATION SECTION ]33 ITYSDOT REAL 620.03 THICKNESS SHALL BE EQUAL TO 2 TIMES THE DIAMETER OF THE LARGEST STONE (MIN. 12') SCOpE- r,OT . 1.) RCP EtID SECTIONS 541ALL CONFORM TO NYSDOi SPEC. � 706-06 2.) HDPE PIPE END SECTIOIIS SHALL CONFORIA TO r1YSDOT SPEC. � 707-10 CPIPE OUTLET PROTECTION 4 SCALE II T.S w 2 �1 TOP OF STONE CREST ELEVATION SUBGRADE-� \ 7lYj{?/'>'a" 12" THICK LIGHT STONE FlLL NYSOOT ITEM 8713 NOTES: I. GRADE SUBGRADE BELO'N RP -RAP PAD SMOOTHLY BEFORE PLACING THE STONES 2 PUCE SEPARATION FABRIC UPON SUITABLE SUBGRADE PRIOR TO PLACEMENT OF STONES 3 ALL STORES TO BE SPACED 1'-3" APART AND PLACED BY HAS, 4. RP -RAP $TALL BE GROTTO WIN LEAN CROUT SUCH THAT HO CAWTY OR FOOD SHALL EXIST CINDER THE STORES 5. DTTJID GROUTED SPILLWAY DOWN THE INSTE AND OTSH OF Tiff POD. 4 CREST ELEVATION NOTED W THIS DETAI SHALL BE TOP OF STONE SPILLWAY D WDM W CREST ELEVATION TOP OF STONE RIFRTRATION BASIN TOAD FT 1164.00 ±1166.00 OEMERGENCY SPILLWAY OUTLET OCONCRETE WASHOUT AREA SEE PUN �1 C. ftaT L u uarad_un a go Acyrus IAWIT rya e laid ad Iff FAIL w IIS —_I r Mttm Ti FfrmTr�c„ _I iimii ''u WAM AND AWTCTa [MiLM Po:]F6E SEITW9 RVW In Ord UT•t llEd did OF NwamT. Valid ea WAIT T w 0 arjO11 la� LINE �a41 a Wit TAkd;TLA "I A 71: Ott TM 1aI Tan la iIRCAt VMII®ARL SA34 0714 KE P3CFffE IJON-YIOVEN NEEDLE PUNCHED GEOTE%TILE FABRC BELOVI STONE 2"-3 THICK LATER OF EARTH SLOPE < � MASHED I & 2 GRAVEL, SEE PLANS SEE PLAN FOR BASIN DIMENSIONS AND SURFACE AREA INFILTRATION ZONE — T}1E CONTRACTOR SHALL AVCID OVERROUGHOUT C1 S THIS AREA THROUGHOUT CONSTRUCTION CINFILTRATION BASIN T M�IgT A�f01 FALL �Ci1C� AR ¢e scav;n aLsss�\ Isn If Fit, z mwaaT u OF ad TOOud IT" 44 faex�nw T JAFTF n" ---r RE tat I REO, -T <�-'x:s.^''"--�'�.._."-,a mr.am �.. 1191[!1 CC TIN.'ita WILWI SECTIN I L BILE I I STATE OF KI TAR( 2 i i,un ,YrEcrd of coati _ DEPARBENT OF TRINSONFATION R1. LATO&I SIVW� =Efl CMTRVCTION ENTRANCES IEPFLC01E OTE, MAR IND 1'¢,... � � 209.05 LOU LOW CSTABILIZED CONSTRUCTION ENTRANCE/EXIT r M 4MT ON ENGINEERING ROCHESTER LOCATION J9 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 1 HACA LOCATION 040 HANSHAW RD, STE 6 I THACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.Com + Y V � O J Lu W U) W o LLJI— z Za U) OU) H =y z�a�� W a a. ORION Z v III Z W �� Z OL W OE ui �o Lu a v� W ul `> ® I 9 Ad O o U LL O Z O 1- 00 - JOB NO: 1308-21 � WOVEN WIRE FENCE (MIN. f4 1/2 SCALE: NA f0' CTO C. GAUGE W/ MAX, 6" MESH SPACING) DRAWN: AMF AW(. . ^\ 36" MIN, LENGTH FENCE DESIGNED: AMF POSTS DRIVEN MIN, 16" DATE: 03/20/21 I INTO cl:ouNo. REVISIONS HEIGHT OF DATE BY REVISION FILTER = 16" WHO O� Oft did 77 18" MIN. 4 W W� PECTWEWAd i/ W W W W YIV 36" MIN. FEr10E POST WOVFUI WIRE FENCE (MIN 12 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH20"MIN FLOW OW EMBED FILTER CLOTH �— UNDISIURBEO GROUND A MIN. OF 6' IN GROUND. - - COM1IPACTED SOIL I16'MIL At�VkHKIIN"Apt Oft AAA 01 `., "L SECTION VIE14 COPYRIGHT02021MARATHON ENG. CCNSTR(1CTION SPFGFICATION4 OF Ad I. YIOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS LATH Ad TIES OR STAPLES, ��' CWINLEy POSTS SHALL BE STEEL "T" OF "U" TYPE OF HARDWOOD. 2. iILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION FENCE SHALL BE MOVEN WRE, 12 1/2 GAUGE, 6" MAXIMUM IAESH � N OPENING 3. 11HEr! TVNO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX A� NO 086648 It1CNES AND FOLDED. FILTER CLOTH SHALL BE EIMER FILTER X, MIRAFT IOOX, STABLINY.KA 7140N, OR APPROVED EQUIVALENT.AES51011F 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENNROFENCE, OR APPROVED EQUIVALENT. ` ADAM M. FISHEL 5 IAAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IIJ THE SILT FENCE. 6. ENVIRO-FDICE AIMAIMINTEGRAL I.IESLI IS ACCEPTABLE SUBSTITUTE.DRAWING TITLE: OSILT FENCE Detail Sheet SCALE: N.T.S (1 of 4) ( 7 o4 SHEET No. Cid.n 1308-21 V JOB N0 DRAWING No A 2.4 0 6 ' 504 -OF OII 065' mill. BASE DIAMETER 000000 10000000000 0000000000 02ir 0000000000 O9" 10 1.4' DOME SPACING DOME SECTION DETECTABLE WARNING FIELD FLARED SIDE \ JOB N0: 10 \ SLOPE 1: 1:10 SCALE: SLOPE SLOPE DRAWN: AMF DESIGNED: - 2 0 09/20/21 '6 2'-0' LAIN. CURB B' MAY. - TRANS. FLUSH CURB TRANS -- 2 SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM FINISHED TRANSVERSE TO RAMP. 2. 6" MIN - 16'-0' FULL DEPTH 8" MAX. 5'-0" MIN. 6'-0" TRANS. FLUSH CURB TRANS Y/ARMING FIELD \ I 1/2' NON -EXTRUDING JOINT FILLER -- 5/8' DIAMETER 10" LONG SMOOTH DOWEL. GREASE ONE END, LOCATE 12" > , • ° FROM END OF SLAB & 18. O.C. ELASTOMER I JOINT SEALER • ° ° It fFIRST SLAB (- 1/2" PREFORMED JOINT FILLER ��-,pp [�y, • G - `I J"�Ili�il Cll�l�K�III 1 DpiSo - 4000 PSI CONCRETE D� D/2 } °• . e ` SECOND SLAB 6' CRUSHED STONE SUBBASE 1y Y 4- �' NYS-DOT ITEM 304.14 TYPE 4 GEOTEXTILE FABRIC CONSTRUCTION JOINT AS DIRECTED BY ENGINEER WELL COMPACTED SUBGRADE SECTION VIEV/ r 1/3 81A8 THICKNESS CONCRETE PAVEMENT NOTES: e °° nI ° I N.• ° e 1. ISOLATION JOINTS O E CONSTRUCTED 1 AT BUILDING, CURBING, AND FIXED OBJECTS. TTT e�� 2. CONTROL JOINTS NS BE MAGE EVERY 12 FEET ON CENTER, 3. THE LARGER DIMENSION OF ANY PANEL SHALL NOT EXCEED 1258 OF THE SMALLER OIAENSIO'J 4. SAW CUT CONTROL JOINTS TO 1/3 SLAB THICKNESS WITHIN 24 HOURS OF CONCRETE PLACEMENT. 5. ALL EXPOSED CONCRETE SURFACES TO RECEIVE A BROOM FINISH. 6. ALL EXPOSED CONCRETE TO RECEIVE TN'0 COATS OF MEMBRANE FORMING SEALER. 1 /B' WIDE SAWCUT 7. CONCRETE SHALL ACHIEVE 4000 PSI COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS. B. CONCRETE SHALL HAVE AN AIR CONTENT OF 6.0 PERCENT t 1.5 PERCENT. CONTROL /SCORF JOINT 9. CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES. V I L1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No, 403.198302 (TYPE 7) -- 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.OT. ITEM No. 403,138902 (TYPE 3) ----- 9" CRUSHED STONE SUBBASE, N.Y.S.D.o.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 500X OR AS DIRECTED BY ENGINEER CREGULAR DUTY PAVEMENT SECTION NOTES: 1, CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSOOT STANDARD SPECIFICATION BOOK 2-Yz" ' ICCJfPr{J �_ l' - `1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 403.198302 (TYPE 7) -2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.O.O.T. ITEM No. 403.138902 (TYPE 3) ----- 12' CRUSHED STONE SUBBASE, N,Y.SD.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER CHEAVY DUTY PAVEMENT SECTION NOTES 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLAC114G TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSOOT STANDARD SPECIFICATION BOOK CCONCRETE PAVEMENT f i'-0' x I'-6' x 0.080 P1UTA. RESEKING HANDICAPPED PARKING SIGN. PARKING SIGN ID READ RESERVED PARKING' WITH IDENTIFICATION STEEL TU SYMBOL- DOLT YMBOL OBOLT & STEEL TUBE WITH AFP NUTS k WASHERS I'-0' x 0'-6" x 0.080 ALUM. HANDICAPPED PARKING SIGN. SIGN TO READ NAN ACCESSIBLE' AGCE551OLE PLACE AT LOCATIONS SHOWN ON PON. BOLT TO STEEL TUBE WITH NUTS & WASHERS - 2' x 2' PERFORATED •y E GALVANIZED SQUARE TUBING (12 GA.) a -'�6' DIA STD. STEEL PIPE FTLLEO W/GONG. PMM n TRAFFIC YELLOW ° - 2" x 2' PERFORATED GALVANIZED SQUARE TUBING °I • 6' DIA STD. STEEL PIPE LY�FlLLED W/GONG. PAIM iRPFFlC YELLOW 6' IYP. SEE PIAN I i _ 5' CONCRETE 4' SUBBASE MATERIAL ° • > • . ° ���' N.Y.S.D.O.T. ITEM No. 304.14 COMPACTED SUBGRADE SECTION VIEVI FI SLAB T r 1/3 SLAB THICKNESS I I COIJTROL/SCORE JOINT DOWEL. GREASE LONG , LOCATE DOWEL. GREASE CHESLA END, LOCATE 12' ift0A1 END Of SLAB & IB' O.C. FIRST SLAB ELASTOMERIC JOINT SEALER 1/2' PREFORMED JOINT FILLER SECOND SLAB 4' 6: e� orol CONSTRLJCT10N JOINT NOTES: 1. CONCRETE SHALL BE 4000 PSI AIR -ENTRAINED MIX, 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE CONCRETE) P11D TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER. 3. IXPPNSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES MWD AT LEAST EVERY 30' ALONG THE SIDEWA K. 4. CONSTRUCTION JOINTS WITH COWLS ATED AS W PROVIDED AT SUBSEQUENT POURS. 5. COlRROL JOINTS SHALL BE LOCATED WI SHOWN ON PLAN CO IN ACCORDANCE T. ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN B HOURS OF CONCRETE PLACEMENT. 6. SCORE PATTERN T SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS -COORDINATE WENN OWNERS ONSITE0.5%REP PRIOR TO SCORING SIDEWALKS. 7. SIDEYALKS SHALL HAVE A MINIMUM 0,59. AND MAXIMUM 2.0R CROSS SLOPE TO PROVIDE ENTRANCES. DRAINAGE, CROSS SLOPE ALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRMJCES. e. SNAP -CPP' OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE U EXPANSION JOINTS. 9. SEE CURENG DETAIL FOR DO'NEUNC WHEN ADIACETT TO CONCRETE CURBING. CCONCRETE SIDEWALK 3 I.IATCH ADJACENT CURD E.Tc�.f ly �� � PAVEMElR OR GRADE PAVEMENT OR GRADE SUBBASE COURSE :.- SUBBASE COURSE y 1I `m SUBGRADE n �- SUBGRADE ". A-#6-14' LONG REPAIR ../.EACH WAY THROUGH PIPE T: 26500 PST CONCRETE -'J -g6-14" LONG REBAR{ ;:: �.•• EACH WAY THROUGH PIPE `-,.��2,500 PSI CONCRETE 9" 9" 9 9 NO PARKING SIGN RFSERVED PARKING SIGN 3/8 " CAP SCREW (DNC RATED) SIGN FACET 3/8' MT WASHER / (ZINC PlAlEO) POST THIN (T PARKING ALUIMM NUM PIPE ANYTIME 5!OI (iYP. V' 3) END FLUSH CURB START RUSH CURB SECPaN 3/8 ' HEX INT SECTION POST WIN RESERVED ACCESS RAMP UNG (ZINC PLATED) PARIOHG SIC4N, 11P. OF 6 DELECTABLE WARNING 1 t • SECTION A - A RUSH CURB SIDEWALK MIMI 0/ ok low - 727J 7773 6* A P. a `-4' SCLIO NHIIE SYMBOL ON BLUE BACKGROUND NHIIE - �45 STATE IN ACCORDANCE URSUANT TO SECTION ONECRETARY PAIEMENT - �- HUNDRED VIE OF INE E)£CUTIVE MAflKINC 11 - LAW.(TYP.) TTT' O _ ® 91 9)dooz ZA SEE PLAN I 8'-0' I B'-0" I 8'-0" e'-0" 8'-0' I W -o' 8'-0" 8'-0' e'-0" 72 0' TTP. FOR RESERWO PARKING STALLS PARKING NOTE: ALL ACCESSED PARKING MID ROUTES SHALL BE CONSTRUCTED CONSISTENT WIN TIE MOST CURRENT ADA GUIDELINES. IN GENERAL ALL PARSING MID LOADIIG ZONES SHALL HAVE NO MORE THAN 20% SLOPE IN ANY D:RECTON, PRIOR TO PAMNG CONTRACTOR SHALL WRkFY SLOPES MID REPORT ANY SLOPES GREATER THAN 2% TO TIE ENGINEER. 100 RESERVED PARKING AND SIGNAGE OCURB TRANSITION CAST -IN-PLACE OR FORMED CONC. CURB, 4,000 P,SI, 9• MR El CONCRETE NISH (RUBBED) CONC. 1n �B" /4 BAR - EMBED 3' IN CURB TO A UNIFORM SURFACE rR= ', EVERY 3' O.C. ALONG CURB �, SIDEWALK (SEE DETAIL) TACK -COAT- I IT`I fi..b FACE ;vITIvaa SEE PAVEMENT? ot I. SEC I I , • ° (� IH'HIE 3' - CRUSHED STONE OR DRY CONCRETE MIX LEWU14G COURSE NOTE 1. PftONDE 7' REVEAL AT DROP INLETS 2. PRO CONSTRUCTION JOINTS AT 20' INTERVALS AND EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED W91H PRE -MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT SEPARATIDN CONCRETE CURB Cmi ASPHALTIC CONCRETE TOP COURSE. RE DETAIL TOPSOIL FM 12' 8' 2-YA" 6 )- - ..... -ASPHALTIC CONCRETE BINDER RE: DETAIL HAND FORM ASPHALT DIKE AS SHOWN STONE SUBBASE, RE: DETAIL 1�RFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. OASPHALT DIKE ASPHALTIC DIKE, RE: Lu DETAIL 12" STONE SVBBASE, RE: DETAIL ROTES i. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTON. ASPHALT DIKE TRANSITION - 3" X 10' PRESSURE TREATED TIMBER RAIL (COlTRACTOR SHALL HAVE MATERIAI. APPROVED BY O'hPIER PRIOR TO INSTALLATION) 10'1 SEPARATION DISTANCE 11 TIMBER GUIDERAIL ///��� 10"%10"PRESSVRE TREAlEO TIMBER POST _ I `- RECESS 5/8' CARRIAGE BOLT WITH WASHER AND HEX NUT I I 1 xl 1 3000 PSI CONCRETE i 18' \ y �r 0Af EN51NE7MJNEi ROC HE5TER LOCATION 37 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5L0c 707 7 0 840 HANSHAW RD, STE 6 NTH ACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com / IN \ + Y V �_= W .y/� Z u5 �uj LL 0 V O W H N Z Q Gf) 00 JO x V/ z� c F. W Z G ` QO I _ U O W V Cn Z W� Z uJi �o ►� CL. LU x -v Q O W mi >� W r J Lu 0 `i I z Q ~ Cv 0 O LI_ 0 Z 0 \ JOB N0: 1 T. 1' T. ga SCALE: SLOPE SLOPE DRAWN: AMF DESIGNED: - 2 0 09/20/21 '6 LAIN. I 610" I SEE PLAN I 6'-0" ` CURB B' MAY. - TRANS. FLUSH CURB TRANS NOTES: I. SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM FINISHED TRANSVERSE TO RAMP. 2. REFER TO TYPICAL SIDEWALK DETAIL FOR MATERIAL SPECIFICATIONS. 3 DETECTABLE YARNING FIELD SHALL EXTEND THE FULL WOTH OF CURB RAMP OR FLUSH SURFACE, 4. DETECTABLE WARNING FIELD SHALL BE "DARK GREY' IN COLOR, UNLESS OTHERWSE SPECIFIED RJ THE CONTRACT DOCUVENTS, OR AGBE 5. DETECTABLE WARNING FIELD SHALL BE ADA SOLUTIONS WARNING SURFACE - 'CAST -IN-PLACE TACTILE LE* OR EQUAL. REPLAG£ABACC ESS RAMP C 1/2' NON -EXTRUDING JOINT FILLER -- 5/8' DIAMETER 10" LONG SMOOTH DOWEL. GREASE ONE END, LOCATE 12" > , • ° FROM END OF SLAB & 18. O.C. ELASTOMER I JOINT SEALER • ° ° It fFIRST SLAB (- 1/2" PREFORMED JOINT FILLER ��-,pp [�y, • G - `I J"�Ili�il Cll�l�K�III 1 DpiSo - 4000 PSI CONCRETE D� D/2 } °• . e ` SECOND SLAB 6' CRUSHED STONE SUBBASE 1y Y 4- �' NYS-DOT ITEM 304.14 TYPE 4 GEOTEXTILE FABRIC CONSTRUCTION JOINT AS DIRECTED BY ENGINEER WELL COMPACTED SUBGRADE SECTION VIEV/ r 1/3 81A8 THICKNESS CONCRETE PAVEMENT NOTES: e °° nI ° I N.• ° e 1. ISOLATION JOINTS O E CONSTRUCTED 1 AT BUILDING, CURBING, AND FIXED OBJECTS. TTT e�� 2. CONTROL JOINTS NS BE MAGE EVERY 12 FEET ON CENTER, 3. THE LARGER DIMENSION OF ANY PANEL SHALL NOT EXCEED 1258 OF THE SMALLER OIAENSIO'J 4. SAW CUT CONTROL JOINTS TO 1/3 SLAB THICKNESS WITHIN 24 HOURS OF CONCRETE PLACEMENT. 5. ALL EXPOSED CONCRETE SURFACES TO RECEIVE A BROOM FINISH. 6. ALL EXPOSED CONCRETE TO RECEIVE TN'0 COATS OF MEMBRANE FORMING SEALER. 1 /B' WIDE SAWCUT 7. CONCRETE SHALL ACHIEVE 4000 PSI COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS. B. CONCRETE SHALL HAVE AN AIR CONTENT OF 6.0 PERCENT t 1.5 PERCENT. CONTROL /SCORF JOINT 9. CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES. V I L1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No, 403.198302 (TYPE 7) -- 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.OT. ITEM No. 403,138902 (TYPE 3) ----- 9" CRUSHED STONE SUBBASE, N.Y.S.D.o.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 500X OR AS DIRECTED BY ENGINEER CREGULAR DUTY PAVEMENT SECTION NOTES: 1, CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSOOT STANDARD SPECIFICATION BOOK 2-Yz" ' ICCJfPr{J �_ l' - `1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 403.198302 (TYPE 7) -2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.O.O.T. ITEM No. 403.138902 (TYPE 3) ----- 12' CRUSHED STONE SUBBASE, N,Y.SD.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER CHEAVY DUTY PAVEMENT SECTION NOTES 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLAC114G TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSOOT STANDARD SPECIFICATION BOOK CCONCRETE PAVEMENT f i'-0' x I'-6' x 0.080 P1UTA. RESEKING HANDICAPPED PARKING SIGN. PARKING SIGN ID READ RESERVED PARKING' WITH IDENTIFICATION STEEL TU SYMBOL- DOLT YMBOL OBOLT & STEEL TUBE WITH AFP NUTS k WASHERS I'-0' x 0'-6" x 0.080 ALUM. HANDICAPPED PARKING SIGN. SIGN TO READ NAN ACCESSIBLE' AGCE551OLE PLACE AT LOCATIONS SHOWN ON PON. BOLT TO STEEL TUBE WITH NUTS & WASHERS - 2' x 2' PERFORATED •y E GALVANIZED SQUARE TUBING (12 GA.) a -'�6' DIA STD. STEEL PIPE FTLLEO W/GONG. PMM n TRAFFIC YELLOW ° - 2" x 2' PERFORATED GALVANIZED SQUARE TUBING °I • 6' DIA STD. STEEL PIPE LY�FlLLED W/GONG. PAIM iRPFFlC YELLOW 6' IYP. SEE PIAN I i _ 5' CONCRETE 4' SUBBASE MATERIAL ° • > • . ° ���' N.Y.S.D.O.T. ITEM No. 304.14 COMPACTED SUBGRADE SECTION VIEVI FI SLAB T r 1/3 SLAB THICKNESS I I COIJTROL/SCORE JOINT DOWEL. GREASE LONG , LOCATE DOWEL. GREASE CHESLA END, LOCATE 12' ift0A1 END Of SLAB & IB' O.C. FIRST SLAB ELASTOMERIC JOINT SEALER 1/2' PREFORMED JOINT FILLER SECOND SLAB 4' 6: e� orol CONSTRLJCT10N JOINT NOTES: 1. CONCRETE SHALL BE 4000 PSI AIR -ENTRAINED MIX, 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE CONCRETE) P11D TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER. 3. IXPPNSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES MWD AT LEAST EVERY 30' ALONG THE SIDEWA K. 4. CONSTRUCTION JOINTS WITH COWLS ATED AS W PROVIDED AT SUBSEQUENT POURS. 5. COlRROL JOINTS SHALL BE LOCATED WI SHOWN ON PLAN CO IN ACCORDANCE T. ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN B HOURS OF CONCRETE PLACEMENT. 6. SCORE PATTERN T SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS -COORDINATE WENN OWNERS ONSITE0.5%REP PRIOR TO SCORING SIDEWALKS. 7. SIDEYALKS SHALL HAVE A MINIMUM 0,59. AND MAXIMUM 2.0R CROSS SLOPE TO PROVIDE ENTRANCES. DRAINAGE, CROSS SLOPE ALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRMJCES. e. SNAP -CPP' OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE U EXPANSION JOINTS. 9. SEE CURENG DETAIL FOR DO'NEUNC WHEN ADIACETT TO CONCRETE CURBING. CCONCRETE SIDEWALK 3 I.IATCH ADJACENT CURD E.Tc�.f ly �� � PAVEMElR OR GRADE PAVEMENT OR GRADE SUBBASE COURSE :.- SUBBASE COURSE y 1I `m SUBGRADE n �- SUBGRADE ". A-#6-14' LONG REPAIR ../.EACH WAY THROUGH PIPE T: 26500 PST CONCRETE -'J -g6-14" LONG REBAR{ ;:: �.•• EACH WAY THROUGH PIPE `-,.��2,500 PSI CONCRETE 9" 9" 9 9 NO PARKING SIGN RFSERVED PARKING SIGN 3/8 " CAP SCREW (DNC RATED) SIGN FACET 3/8' MT WASHER / (ZINC PlAlEO) POST THIN (T PARKING ALUIMM NUM PIPE ANYTIME 5!OI (iYP. V' 3) END FLUSH CURB START RUSH CURB SECPaN 3/8 ' HEX INT SECTION POST WIN RESERVED ACCESS RAMP UNG (ZINC PLATED) PARIOHG SIC4N, 11P. OF 6 DELECTABLE WARNING 1 t • SECTION A - A RUSH CURB SIDEWALK MIMI 0/ ok low - 727J 7773 6* A P. a `-4' SCLIO NHIIE SYMBOL ON BLUE BACKGROUND NHIIE - �45 STATE IN ACCORDANCE URSUANT TO SECTION ONECRETARY PAIEMENT - �- HUNDRED VIE OF INE E)£CUTIVE MAflKINC 11 - LAW.(TYP.) TTT' O _ ® 91 9)dooz ZA SEE PLAN I 8'-0' I B'-0" I 8'-0" e'-0" 8'-0' I W -o' 8'-0" 8'-0' e'-0" 72 0' TTP. FOR RESERWO PARKING STALLS PARKING NOTE: ALL ACCESSED PARKING MID ROUTES SHALL BE CONSTRUCTED CONSISTENT WIN TIE MOST CURRENT ADA GUIDELINES. IN GENERAL ALL PARSING MID LOADIIG ZONES SHALL HAVE NO MORE THAN 20% SLOPE IN ANY D:RECTON, PRIOR TO PAMNG CONTRACTOR SHALL WRkFY SLOPES MID REPORT ANY SLOPES GREATER THAN 2% TO TIE ENGINEER. 100 RESERVED PARKING AND SIGNAGE OCURB TRANSITION CAST -IN-PLACE OR FORMED CONC. CURB, 4,000 P,SI, 9• MR El CONCRETE NISH (RUBBED) CONC. 1n �B" /4 BAR - EMBED 3' IN CURB TO A UNIFORM SURFACE rR= ', EVERY 3' O.C. ALONG CURB �, SIDEWALK (SEE DETAIL) TACK -COAT- I IT`I fi..b FACE ;vITIvaa SEE PAVEMENT? ot I. SEC I I , • ° (� IH'HIE 3' - CRUSHED STONE OR DRY CONCRETE MIX LEWU14G COURSE NOTE 1. PftONDE 7' REVEAL AT DROP INLETS 2. PRO CONSTRUCTION JOINTS AT 20' INTERVALS AND EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED W91H PRE -MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT SEPARATIDN CONCRETE CURB Cmi ASPHALTIC CONCRETE TOP COURSE. RE DETAIL TOPSOIL FM 12' 8' 2-YA" 6 )- - ..... -ASPHALTIC CONCRETE BINDER RE: DETAIL HAND FORM ASPHALT DIKE AS SHOWN STONE SUBBASE, RE: DETAIL 1�RFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. OASPHALT DIKE ASPHALTIC DIKE, RE: Lu DETAIL 12" STONE SVBBASE, RE: DETAIL ROTES i. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTON. ASPHALT DIKE TRANSITION - 3" X 10' PRESSURE TREATED TIMBER RAIL (COlTRACTOR SHALL HAVE MATERIAI. APPROVED BY O'hPIER PRIOR TO INSTALLATION) 10'1 SEPARATION DISTANCE 11 TIMBER GUIDERAIL ///��� 10"%10"PRESSVRE TREAlEO TIMBER POST _ I `- RECESS 5/8' CARRIAGE BOLT WITH WASHER AND HEX NUT I I 1 xl 1 3000 PSI CONCRETE i 18' \ y �r 0Af EN51NE7MJNEi ROC HE5TER LOCATION 37 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5L0c 707 7 0 840 HANSHAW RD, STE 6 NTH ACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com / IN \ + Y V �_= W .y/� Z u5 �uj LL 0 V O W H N Z Q Gf) 00 JO x V/ z� c F. W Z G ` QO I _ U O W V Cn Z W� Z uJi �o ►� CL. LU x -v Q O W mi >� W r J Lu 0 `i I z Q ~ Cv 0 O LI_ 0 Z 0 COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL , � DRAVNNG TITLE: Detail Sheet (2 of 4) B of 14 SHEETNo. C-6.1 1308-21 v 1 J08 No DRAWING Na' / \ JOB N0: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BV REVISION COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL , � DRAVNNG TITLE: Detail Sheet (2 of 4) B of 14 SHEETNo. C-6.1 1308-21 v 1 J08 No DRAWING Na' / , -HELD INLET I DROP INLET INLET FRAME & GRATE TO MEET N.Y,S.O,O.T, STANDARD SHEET 655-01 - GRATE-• SIZE A6. FRAME SHALL BE SET I" BELOW FINISHED FINISHED GRADE PAVT, I TYP. PAVEMENT SECTION T ANGLE FRAME WELD BOTH \ 3/6'0 TOP & BOTTOM }"AA x2 1/2'x 3/B' SIDES v o _ All SIDES 12 li •\ ANCHOR (SEE DETAIL) v &. SUPPORTING ANGLE 3/BAI 2" 5'x3 1/2"x1/2' REBAR >� \> KEYWAY IPA •, e v VARIES vv REINFORCEMENT SHALL BE ®4 SEE PLANS - e BARS 012' ON CENTER v a EACH WAY ANCHOR -.--BACKFILL WITH 1 & 2 ANCHOR _ v ® 6 WELD TO ANGLE - - - CRUSHED STONE COMPACTED (4 REQ'0.) 6" - _b "v IN 12" LIFTS ANCHOR DETAIL v O 4 -PRECAST SECTION SHALL BE v v 6"0 OPENING 3 5IDES ✓ 4000 P.SI. CONCRETE PROVIDE 4" PVC PERF v a PIPE 18" LONG CAST -IN-PLACE CONC. EPDXY GROUT INVERT TO DRAIN -'� v V L (24 1 IJI\ 2" RECESS 1 1 _ w A ItA Sol 1, q e j I D DM `0 o0 000(1 000 ° I /1 & CRUSHED STONE SECTION VTEV! NOTES: 1.) PRE -CAST INLET SECTIONS SHALL BE AIANUFACTUREO BY KISTNER, MODEL Na. CB -24 (PATH KEYWAY) OR APPROVED EQUIVALENT, 2.) THE INSIDE k OUTSIDE WALLS Of INLET SHALL BE COATED WITH BINIAASTIC. ODROP/ FIELD INLET BaAVcnPAwn 4" TOPSOIL-) I -SEE PAVEMENT' SECTION I TOPSOIL—i SEE 'TYPICAL PAVEMENT SECTION' h c== 1 } 1� COAl1AO4 BACKFILL PLACED AND COMPACTED IN 12" LIFTS \\ --- _ - F LIBACKFILL - ROB" BACKFILL PLACED AND COMMONSLOPED EXCAVATION AT—�------_ -COMPACTED IN 12' LIFTS BACKFILLCONTRACTORS OPTION PNECES RY TO IG AS _ _ _ "" - WITH R.0.8. NECESSARY TO MEET COMPACTED 'RDE' SLOPED EXCAVATION AT I: GRAVEL 111 12" LETS OSHA STANDARDS & ,Y CONTRACTORS OPTION - - - -<- - REQUIREMENTS. O PROVIDE SHEETING AS RE• - = NECESSARY TO MEET OSHA SPRING LNE- - - Q p' STANDARDS & REQUIREMENTS. UNIFORM MIXTURE OF NO. I AND N0. 2 CRUSHED STONE �72' PIPES 121 O.D. MI REWIRED TRENCH WIDTH OSANITARY TRENCH UNPAVED PAVED TOPSOIL -1 r -SEE "TYPICAL PAVEME IT SECTIO`I' ILII L�IE-+I1- I BACKFILL WITH SELECT -111 - { FILL, COIAPACT IIIA ) IAAXIMUTA OF e' LIFTS 3 SLOPED EXCAVATION AT CONTRACTORS OPTION PRONDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. EJ CASTINGS OR APPROVED - - EOUIVALENT CAST IRON MANHOLE FRAME AND COVER WATERTIGHT PICK HOLE SET IN MORTAR BED WITH MORTAR FILLET ALL AROUND ( FINISHED GRADE SLOPE ` � SLOPE_ I is 2 l Gi BRICK OR PRECAST SPACERS FILL ALL AROUND WITH CONCRETE (MAX. SCOURSES) -- EXCEPT IN PAVOJENT. COAT VATH 24" APPROVED BHLMASTC COAL TAR REINFORCED PRECAST CONCRETE -- • ----(- -fes SEALER. FLAT COVER SLAB WITH ENI DIA. °" MANHOLE STEPS \ -RISER AND COVER SLAB JOINTS AHD ECCENTRIC MASONRY OPENING UFT HOLES SHALL BE FILLED PATH NON -SHRINK GROUT AND SEALED 1MTH 3 2 COATS OF APPROVED BITUMASTIC COAL TAR SEALER BACKFILL SHALL BE SELECT MATERIAL (IIYS00T SPEC. 203-2.02) IF OUTSIDE PAVEMENT. IF IN PAVEMENT, BACKFILL - REINFORCED PRECAST CONCRETE SHALL BE CRUSHER RUN STONE _ DIAMETER VARIES - RISER SECTIONS (ASTM C-470) (r1YSDOT SPEC. 304-2.02, TYPE 2) .; PER '0" RING JOINT AND CASKETS ---- - f (ASTM C-443) - PRECAST OR POURED CONCRETE COAT INSIDE AND OUTSIDE SURFACES MANHOLE BASE (ASTM C-478) WITH 2 COATS OF APPROVED BITUMASTIC _ COAL TAR SEALER (ASTM D-450, TYPE B) PIPE I/2" PER FT DIA. B' MITI, DIA. PIPE SLOPE / SEAL OPENING WTH FLEXIBLE RUBBER WATERTIGHT PIPE CONNECTION 44 AL 3000 PSI CONCRETE BEACH WALL - - BRICK SEWER INVERT OR HALF" PIPE ° (ASTIR C-32) 44 6" <-,s `� ` � _ �6" MIN. #1 AND 12 CRUSHED STONE LEVELING BASE ATHOROUGHLY TION TABLE 7COAPACTED UNDISTURBED EARTH GRADE NOTES: 1.) SLOPED EXCAVATION! AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREIAENTS. CSANITARY MANHOLE VALVE BON TYPE 1 CRUSHED STONE EOR VlIDTH OF TRENCH AROUND VALVE BOX GATE VALVE 000 O ✓_0f 0 0' / NA DRAWN: SCHEDULE 40 (ASTM 0-2665) 000 DATE: 0 OR SDR 21 (ASTM D-2241) I REVISION FOLLOWS: AAS . GLEAM DRY HUBS & e' PIPE 8' 6111. O.D. MIN. CSTORM TRENCH SOLID PIPE SYRACUSE CASTING 6 4155, OR OPW 104-A, OR EQUAL FRAME & COVER INSTALLED FLUSH Wt TH FINISHED GRADE c ,^ R LETTERING I' TO 3" -�� - 17' ON COVER CLEARANCE BRASS SCREW PLUG IN / TREADED HUB (HS 67) (NO SUBSTITUTES) I ' COIAPACTED FILL TAMPED IN 6" LAYERS DWV, PVC. FEMALE ADAPTOR, IP THO X SOCKET PROPOSED WALL STORlA PIPE LATERAL RISER -.- 1308-21 SCALE: NA DRAWN: SCHEDULE 40 (ASTM 0-2665) NO DATE: 09/20/21 OR SDR 21 (ASTM D-2241) 1T RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE REVISION FOLLOWS: AAS . GLEAM DRY HUBS & SPIGOTS UNIFORM MIXTURE OF N0, I GLUED _ JOINT E. PRIMER APPLIED TO PARTS BEING CONNECTED. AtlDCRUSHED STONE c. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER b - - - - BACKFILL WITH SELECT FILL, COMPACT IN A MAXIMUM OF 8" UFTS TO 2' BELOW ASPHALT 00 SUBGRAOE. TOP 2' BELOW 00 0 ASPHALT SUBGRADE TO BE ITEM o 4 BAS MATERIAL, SEE TOVRN o a o - ROAD SPECS. NATER MAIN QQE 000 - FRAME UD/ GRATE EJ Op pO CASTINGS 8120319 -SOLID, s UNIFORM MIXTURE OF NO. I FINISHED GRADE - §00120309 -CATCH BASIN OR 4'-45' - d. PVC TYPE I IS COIAPATIBLE FOR SOLVENT WELDING TO SDR 2i 7/B LONG SWEEP OR ANY OTHER PVC TYPE PIPE MADE TO "STEEL PIPE' BEND STREET. ALL OUTSIDE DIMENSIONS. WTTH 4' SCHEDULE 40. REDUCING BRANCH (ASTM D-2665) 12" MITI- PLUG FOR TESTING, PLUMBING CONTRACTOR 0{yy p� {yYE GLUED JOINT --I r.- SHALL PROVIDE ADAPTER FOR CONNECTING 14 ASPM 0-2fi65 ! TO STUB AND EXTENSION INTO ME SCHEDULE 40 V � I, BUILDING. CONSTRUCTION MANAGER SHALL 0. COORDINATE HORIZONTAL AND VERTICAL ALLOWED) C O LOCATION BETWEEN CONTRACTORS PRIOR TO C 0 START OF SANITARY LATERAL INSTALLATION, TO TO C7 O ♦.7( i � FROIA ON BLDG. PPUSH ON NEOPRGlued Jolnl GASKEENE COMPACTED CRUSHED GASKET STOLE 4" -SDR -21 Lalerci STONE FILL mi BEDDING ASTM D-2241 NO. 1 WASHED STONE STOVE BEDDING PUSH ON OR A MIX OF NO. 1 NEOPRENE CASKET AND NO. 2 WASHED STONE DEPTH = 1/2 OD + IY MIN. CPVC SANITARY CLEANOUT DETAIL 4 SCA E: N.TS i AND N0. 2 CRUSHED STONE I FOR PAVEAIEIIT AREAS: + APPROVED EWIVALENT. SYRACUSE CASTING R 4155, ���{{{y—� OR OPW 104-A, OR EQUAL 000 ECCENTRIC FLAT SLA9 Na /�°-( },°IBRICK &MORTAR, 3 COURSES - FRAME &COVER RISTALLEO TO BE DESIGNED AND / i1/�_/c I (�\,y. MAX. IF REQUIRED TO BRING FLUSH WITH FINISHED GRADE "11111- 0 CONSTRUCTED FOR COVER TO SPECIFIED GRADE. e" PIPE 800 H-20 HIGHWAY LOADING. i IAIN. OD. I,IIN. 4I i MAX. 1 < STOFM N i ,!MINI PRECAST REINFORCED CONCRETE C WATER TRENCH RISER SECTION, CONFORMING TO VARIES SEE PLANS RIS.T.IA. CTION, COAT INSIDE AND OUTSIDE SURFACES L " -� WITH 2 COATS OF APPROVED BINMASTIC � Of IT �aVER i TO 3 COAL TAR SEALER (ASTM D-450, TYPE B�'a MANHOLE STEPS CLEARANCE f 3' PIPE DIA. BACKFILL SHALL BE SELECT MATERIAL -i +2' '0" RING A.S.T.1.1. - 443 (NYSDOT SPEC. 203-2.02) IF OUTSIDE °' 1/2aFr PAVEMENT. IF IN PAVEMENT, BACKDLL ' p �'� N SHALL BE CRUSHER RUN STONE e ^ �-�-PRECAST MANHOLE BASE (NYSOOT SPEC. 304-2.02, TYPE 2) A + a 1 "vilr -6. OF ®1 & p2 STONE BEDDING `UNDISTURBED EARTH MOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. O" p.11N. CONCRETE BLOCK 2�"(jjilj) t"r8'xi6") NOTE: I. VALVE BOX SHALL BE CEPlTERED ON VALVE APID SET ON C061PACTED BACKFILL. 2. VALVE SHALL 107 SUPPORT VALVE BOX. 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. 4. ALL VALVES SHALL BE OPEN LEFF UNLESS OTHERWISE DIRECTED BY THE WATER AUTHORITY VALVE 9 NOT TO SCALE CSTORM MANHOLE 5, 5' BURY HYDRANT TO BE INSTPLLED w/4 -I/2" rIOZZLE O FACING THE ROADVlAY OR AS REQUIRED BY LOCAL \'LATER AUTHORIN �-iY V4Ltt BOX �`� , ExTENs1oN 2UST BLOCK BASE 1.14111 ISzoo 4 V'lATER l.IAlll �I VVASHEO STONE FOR VIIDTH OF HYDRANT TRENCH SOLID CONCRETE BLOCK (LIIN:B"xB"xi6") 1,'1 AIICHOR TEE, 6" OU1LE1 � / \ � 6'xi8' (N.IIN) ANCHOR PIPE SOLID CONCRETE BLOCK J ` 6" N.V GATE VALVE CHYDRANT ASSEMBLY 0 CLASS A / BRASS SCREW PLUG IN TREADED HUD (HS 6]) I (NO SVBSTITUTES) TAMPED 111 Flu TAMPED RN 6' LAYERS L DWV, PVC, FEMALE ADAPTOR, IP THD % SOCKET 5'-0" TO PROPOSED WALL LATERAL RISER-� SCHEDULE 40 (ASTM D-2665) OR SDR 21 (ASTA1 D-2241) ITIS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE IAADE AAS FOLLOWS: CLEAN DRY HUBS &SPIGOTS GLUED JOINT b. PRIMER APPLIED TO PARTS BEING CONNECTED. c. PVC SOLVENT HELD CEMENT APPLIED DIRECTLY OVER PRIMER 4"-45' -\ d. PVC TYPE IIS COMPATIBLE FOR SOLVENT WELDING TO SOR 21 1/8 LONG SHEEP \� OR ANY OTHER PVC TYPE 1 PIPE MADE TO 'STEEL PIPE' BEND STREET. ALL OUTSIDE DIMENSIONS. 6" X 6" WITH 4" SCHEDULE 40. REDUCING BRANCH (ASTM D-2665) 12' MRI[FR PLUG FOR TESTING, PLUMBING CONTRACTOR DVN PVC WYE GLUED JOINT -I r - `jSHALL PROVIDE ADAPTER FOR CONNECTING ASTM D-2665 TO STUB AND EXTENSION INTO THE SCHEDULE 40 BUILDING. COHRIZONTAL MANAGER SHALL (LEE'S NOT COORDINATE ON HORIZONTAL AND VERTICAL LOCALLOWED) START OF SANT! TARYEN CLLAITERALT INSTALLATION, LAD To �O OO( a + MAIN O A. X11Lbf1'E0' 1(4 16.41/2 O.D. PUSH ON Glued Joint- \ GASKETNE ASW -21 Laleroi `COMPACTED CRUSHED STONE ASTIR D-2241 STONE FILL BEDDING N0. 1 WASHED STARE PUSH ON OR A MIX OF N0, 1 STONE BEDDING NEOPRENE CASKET AND N0. 2 WASHED STONE DEPTH = 1/2 OD + I2' MIN. CPVC STORM CLEANOUT DETAIL 8 SCALE: N.T.S Ii • y �� ON EN6INEEMNS R LOCATION 39 CASCADE DRIVE ROCHCSTE R, NY 14614 8- 7 7 7 0 Iif1AC,\ LOCATION 840 HANSH AW RD, STE 6 ITHACA, N1' 14850 1- 2 9 1 7 www.marathoneng.com ± Y V � 0 W V/ Z W 0 low LL GU) p a Oy Z �Q W L�Ha 00 O 4�. } Z W �® Z Of W ®m �o �W Y/ W `�`s � Z Q ~ �® 0 V 0 5 LL U i® 0 O 0 ♦ OI ADAM M. FISHEL , DRAWING TITLE: ` Detail Sheet (3 of 4) 90(14 SHEET No C-6.2 1308-21 J00 No' DRAWING No. , ` JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION ADAM M. FISHEL , DRAWING TITLE: ` Detail Sheet (3 of 4) 90(14 SHEET No C-6.2 1308-21 J00 No' DRAWING No. , i SEE HGHBNG SCHEDULE 41N SQUARE ER COATED BLACK BLAC POLE, PONDK /6 L/3 I p RJ DUCTILE IRON PIPE (MUST EXTEND 5' BEYOND CASING, BOTH SIDES) V010 10 REMAIN! EMPTY RUNNER IIt 5G CA Il SPACER n, Irnlr IPn•I Dior I STEEL CASING PIPE CASING SPACER (TYP) 3 PER LENGTH OF PIPE (MIN) RUNNER (TYP) GROUND LUG ON POLE I GPRRIFR PIFF CASIP:G PIPE I CONTENTS POTABLE WATER N/A ACCESS PANEL GROUNDING CLAMP ON CONDUIT (NOMINAL PIPE SIZE 6" 12- OUTSIDE BASE .1� 3/4" LEVEDNG NUTS (MATERIAL DUCTILE IRON PIPE (DIP) STEEL SPECIFICAI PER SPECIFICATIONS AST N A-139 fA511. (III E9 �1° GROUT VI 1" CHAIAFER $: q UN SFS: R GRADE OR CLASS PER SPECIFICATIONS (SEE NOTE 2) I.) CASING RUNNERS SHALL BE FURNISHED, ASSEMBLED, AND INSTALLED BY -(4) 3/4wo HOOKED ANCHOR BOLTS (JOINT RESTRAINED JOINT (RJ) WELDED THE CONTRACTOR DURING INSTALLATION OF THE VIATER SERVICE IN THE OR BOLTS AS REQI BY MGHT POLE PER SPECIFICATIONS COAL TAR EPDXY CASING SLEEVE. d x, MANUFACTURER (COATING 2.) CASING RUNNER BANDS AND ASSEMBLY 14 GA RE SHALL A SEES STS METHOD OF INSTALLATION SEE CASING DETAIL JACK &BORE I STEEL. BANJOS SHALL BEI MINIMUM OF 14 GAUGE 3ST STARLESS STEEL. STEEL RISER SHALL BE HIGH GRADE 304 STAINLESS STEEL MINIIAUM 10 cASllc ENDS N A a5 DETAILED FINISHED GRADE / GAUGE THICKNESS AND SHALL BE FABRICATED TO SUPPORT THE CARRIER • I x„ I• (SUPPORT SPACING Y LENGTH N/A I PIPE AND ITS LIQUID LOAD. 3) CASING SPACERS SHALL HAVE AMPLE RISER HEIGHT TO 1JUIT VERTICAL NOTET L n—Jle�• MOVILIEtJT OF THE CARRIER PIPE WITHIN THE CASING PIPE. CASING PIPE _ - — SHALL BE AS NOTED ON THIS PLAN OR SITED SUCH RUINER I INCH IAIllI1,IUl.1 -11 1 I • I _ IIJ�(4) p5 VERTICAL BARS I,) REXTENDESTRAINED RJ PIPE 5' (MIN) BASING ENO °F CASING PIPE, BOTH SIDES INSIDE ICE SHALL BE PROVIDED BETWEEN N THE TOP RUIRJER AND THE r RESTRAINED JOINTS WITHIN CASING SHALL DE FIEND LOK 350 GASKETS OR INSIDE D'AIA ETER OF THE CASING PIPE. aN G $2 TIES 0 10"o. c. APPROVED EQUAL. 4.) RUNNERS SHALL BE A HIGH-PRESSURE MOLDED GLASS REINFORCED p I 2.) STEEL CASING PIPE SHALL BE CONTINUOUSLY WELDED STEEL PIPE PER POLYMER WITH A MINIMUM COMPRESSIVE STRENGTH OF 18,000 PSI, 2 E 7 '� -88 COPPER CONDUIT TO GROUND ROD ASTM A-139 GRADE B WITH A MINIMUM YIELD STRENGTH OF 36,OOD PSI, I x• L INCHES It! HORN AND A MINIMUM OF B INCHES LONG, OR AS APPROVED A ICKNESA TENSILE STRENGTH OF 60,000 P51, AND A I.IIII!.IUAI WALL BY THE AUTHORITY SHALL HAVING JURISDICTION. 3/4°x B'-0' COPPER GROUND ROD THICKNESS OF � INCH. I h , alY 5.) THE RUNNER SHALL BE ATTACHED TO THE BAND , RISER BY L% INCH al /' "� •I 3.) EQUALCONTROLLED WITH ADENSITY COMP FILL (EDF) SHALL BE 50 TO E (OR APPROVED WELDED STAINLESS STEEL STUDS AND LOCK NUTS, CE ON SHALL N _"�,---- EQUAL) \'11TH _ COMPRESSIVE STRENGTH OF 50 TO 100 PSI. FLY ASH OR RECESSED ADEQUATELY BELBE THE WEARING SURFACE ON THE RUNNER. OTHER FTHE CONSISTENCY ISH MATERIALS ARE (JOT ACCEPTABLE If! THE MIX 6.) THE BAND SECTION SHALL BE BOLTED TOGETHER VIITH 304 STAINLESS ° I DESIGN. THE CONSISTENCY SHALL BE SUITABLE FOR PUMPING OR RE.FIG STEEL STUD, NUTS AND WASHERS HARDWARE SHALL EE Np RICH. INTO THE ANNULAR SPACE BETWEEN A CASING PIE AND CARRIER PIPE. FILL 7 A MINIMUM OF 3 CASING RUNNERS SHALL BE PROVIDED FOR EACH LENGTH —� — PVC CONDUIT, POLE TO POLE, SIZE AS REQ'0. INTO CASING SPACE FROM ONE END OF CASING. PUVP U191L COT IS ) OF CARRIER PIPE PLACED WITHIN THE CASING PIPE, SPACING SHALL NOT J •I EVIDENT AT OTHER END OF CASING MID ALL VOIDS ARE FILLED. BE GREATER THAN 5 FEET. I - 24.9 40000 PSI CONCRETE BASE; 4) COMPACTOR SHALL CONTACT ENGINEER IF AN ALTERNATE CASING PIPE RUB CONCRETE SMOOTH ABOVE GRADE SIZING 15 REQUIRED BASED ON RUNNER SIZE AND SPECIFIED CLEARANCES. o WATER SERVICE CASING NOTES: 0 1. POLE BASE MAY BE PRECAST BX-LAKELOONDS (L8240) 2. LIGHT POLE MANUFACTURER TOLSUPPLY ANCHOR BOLTS, OUTSIDE BASE, AND BOLT PATTERN TEMPLATES. IN PAVEMENT AREAS CONCRETE BASE SHALL EXTEND 24° MINIMUM ABOVE ASPHALT, IN PROTECTED LANDSCAPE AREAS (BEHIND CURB) BASES SHALL HAVE A MINIMUM OF 6" REVEAL ABOVE FINISHED GRADE. 4. BASES SHALL HAVE 2' MIN, HORIZONTAL SEPARATION FROM BACK OF CURB OR SIDEWALK UNLESS SPECIFICALLY CALLED OUT OTHERWISE ON THE PLANS. ELIGHT BASE 1 3" / I/ PRUNE 1/3 Of CROW', BY ' THINNING AND SPACING BRANCHES. DO NOT CUT 1HE LEADER. G �} FASTEN TRUNK TO STAKE WITH TREE RING OR RUBBER HOSE RE, DOUBLE {' STR GA. -GALVANIZED O HTEN DOUBLE / STRAND, \VAST TO TIGHTEN, LOCATE ANCHOR STAKES 18" (AUL) AWAY PREVAILING TREE TRUNK, PARALLEL TO PREVAILING WTD. (TRAIL IRON STAKE �' OR WOODEN SUBSTITUTE. ANCHOR OR ROOT KEEP ARE DAAIAfJNGALU ROOTS OR ROOT BALL WHD! INSTAWNG. CROAT) OF ROOT BALL SHALL BE �3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MIL 3" COMPACTED DEPTH). / FOLD D0414 OR CUT MND REMOVE TOP 1/3 OF SURLAP.IF NON-BIDDEGRADABLE WRAP 15 USED, REMOVE COMPLETELY. CREATE 6' DIA. SUL SAUCER AROUND { TREE WTH TOPSOIL (MILL 6" HT.). FINISHED GRADE \\i �PREPAREO PLA IMG SOIL E COMPACTED SVB5011 EDECIDUOUS PLANTINGS � THIN BRANCHES BY 1 3 L ' \ �RETAINING NORMAL PLANT SHAPE \ SHRUBS SHALL IS SLIGHTLY HIGHER 1! -RELATION TO FINISHED GRADE THAN ADE THEY WERE TO PREVIOUS EXISTING GRADE SINGLE PLMITING_ ± / (3wUNIFORM THICKNESS)BAR CONTINUOUSOR CONTINUOUS BED CREATE SHALLOW SAUCER AROUND \ SHRUB WITH TOPSOIL (1114. 6" HT.) FINISHED PREPARED PLANTING SOIL )/ I ///i \YJ�•, GRADE FOLD DOAK OR CUT k REMOVE TOP 1/3 OF BURLAP. IF NON -BIODEGRADABLE WRAP OR CONTAINER IS USED, REMOVE \LTi✓i\//�/��. - .. fi COMPLETELY »>`/i '-9- MIN. COMPACT SVBSOIL TO-/ 6" AIIN. NOTE: PRE\ENT SETTLING IN HEAVY, CLAY SOILS, FINISH PLANT CROYN P' BALL 3• ABOVE GRADE ESHRUB PLANTINGS POTTED PLANTS OR ROOTED CUTRNGS- SPACING AS INDICATED IN PLANTING USi (SEE LANDSCAPING PLA4) MULCH (MIN. 3') �PREPARED PLANTING BACKFlLL (MIN. 6") �FlNISHED GRADE p II IIIIIIIIIII IIIIIIIIIII II IIIIIIII IIIlillllll'llllllll IIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIII EGROUND COVER PLANTINGS r ! 2' BARS 0 2'-0" O.C. - 60 DIA. STL. POSTS FILLED 2' DOWN INTO CONC. FOOTING WITH CONCRETE AND DOMED _H\J- 2' 00 INTO CMU WALL ON TOP SEE BOLLARD DETAIL MAUMT ON 4t-00 LONG BAR vlf':\ /yam %8r':'.,:. GRour CONCRETE MASONRY ENEi1NEEF2�NCt UNIT (DMD) WALL SOLD WITH ROCHESTER LOCATION •I �{1 .7 05 BARS 024. O.C. VERT. 39 CASCADE DRIVE 1 ? T ROCHESTER, NY 14614 3' 4' O.C. 8' O.C. 4' O.C. 3' S B S- 4 5 6- 7 7 7 0 }�f ITHACA LOCATION 640 IIANSHAW RD, STE 6 8•CJAU W/ HORIZONTAL ITHACA, NY 14850 REINFORCING 0 16" O.C. 6 0 7- 2 4 1. 2 9 1 7 BRICK \SNEER FINISH TO CONCRETE \X/ MATCH BUILDING - CONCRETE /X\ PAVEMENT / \ DUMPSTER �\ ii /� DUMPSTER �\ O LLLL.i 0 2. O.D. PIPE FOR 1 5/8" O.D. GATE FRAME 1 5/8" DROP ROD W o d POST CALVTE �R Z STEEL y WU. 0 =I 1 1 1 1 1 1 1 w STOCKADE PICKETS ( I Z ~ a" 0.0. GATE POSTS SCH. 40 I 00 BOX HINGE (TIP.) _ I ( � � -4To'I Z Im a•_� io' ac. o.c.O.C. _ 4" I I JJ O 22' PLAN VIEW I I I I I I I �. 0 J I I low = y 1 5/8• DROP ROD _ ' � ' ' • - • - ' } LOCKABLE INDUSM AL LATCH +' '1' i tov • �t14 v F- 10' MADE DOUBLE GATES r ( All- =R SEE CONCRETE III �/ LLI n•.I - PAVEMENT DETAIL F - <\n /// /•n/`/`/A rn ^/�n/`/'/`/'A`/A M/`i`/`/•/S nn- 0 O /�� rl[ '�• •A40 CK CRUSHED STONE SUBBASE flow H O C) ,3500 P51 CONCRETE Z FOOTING (TVP.) O W Z J SIDE ELEVATION M W .II aW ii `/ SEE CONCRETE " 1 , ------- a IL ---- PAVEMENT DETAIL W ;4 / ® a Iry .;10- - .. w W It LLj It - L' Q 11 it It 0 t Ile Lu >m z 4" THICK (CRUSHED STONE SUBBASE Q FRONT ELEVATION 3500 PSI CUTCRETE ®� O FOOTING (TYP.) P + �_ 0 C DUMPSTER ENCLOSURE o Z O I JOB NO: 1308-21 4" STEEL PIPE POST PAINTED SCALE: NA 'A DRAWN: AMF ?' FILL PIPE VATH 3,000 PSI CONE. DESIGNED: AMF AND CROWN TOP DATE: 09/20/21 REVISIONS DATE BY REVISION FASTEN TRUNK TO STAKE WITH TREE '^ RING OR RU88ER HOSE (INTERTWINED) /-814 GALVANIZED WIRE, DOUBLE / STRAND, TWIST TO TIGHTEN / LOCATE ANCHOR STAKES 18" (AIN.) AWAY FROM TREE TRUNK, PARALLEL TO OR HIND. (TRAIL NC STAKE GR WOODEN SUBSTITUTE. ANCHOR FIRMLY. KEEP FROM DAMAGING ROOTS ` OR ROOT BALL WHEN INSTALLING.. -1 < cL CROAK OF ROOT BALL SHALL BE 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (AIN. 3" COMPACTED DEPTH).< FOLD DOWN OR CUT AND REMOVE i'�(J:.�::(�.,'t TOP 1/3 OF BURLAP. IF ' < COPYRIGHT02021 MARATHON ENG. ENCN-BIODEGRAOABLE USEDRMOVEOMP WRAP IS < L USED. REMOVE COMPLETELY. OF NfIV } CREATE 6' DIA. SOL SAUCER AROUND 3 Go NIST TREE WITH TOPSOL (MIN. 6° HT.). 1 '---1"' - FINISHED GRADE \\\ N PREPARED PLANING SOIL. 1 `3,000 P51 CONCRETE �J• N0. OBb64B f�r4 /�coMPacTED suesolL d A2. 42 rAm I ADAM M. FISHEL l , i na -6�- 'DRAWING TITLE' °"D15TDRBED SOIL Detail Sheet NOTE: PROVIDE POLYETHYLENE COVER (COLOR BY OWNER) C CONIFEROUS PLANTINGS (4 of 4) STEEL BOLLARD 8 1001,4 SHEETNo 13-6.3 1308-21 JOB No DRAVv1NG No VV / Rod 00 \ \ Ohm \ 0 30 ill II SCALE 4eg If; I , em I FUTURE PROPOSED MED/CAL — ADDITION FACILITY \ % t$500 SF -1-21,200 SF e I \I FFE=1166.65 FFE=1166.65 9 //-- FIRE TRUCK TURRNING 's" v ..�.. / A/Ot/EAIENT �` I I o\ � 50 � / Lit -I .l q c� O I o / W — 1 I OFIRE TRUCK TURNING MOVEMENT (PHASE 1) SCALE: 1"=40' _ sell, 37IDL aN .e. rag o Aocal l,.u,_sk MTI I / I FUTURE PROPOSED MED/CAL �V V ADDITION FACILITY 55 i &6,500 SF -621,200 SF E 51, 1 FFE=1166.65 FFE=1166.65e FIRE TRUCK TURNING'_ • \ GB 1./OWAIENT - 5€� 4mrj I -A LIU Its�z 3•G / [O ( NNN\ 1 � g 1 � e Ic m /'z =9 / w cI Ze -Q s` 1 0� ilrn I C izM7 IV Deb og as5 atA 0 CFIRE TRUCK TURNING MOVEMENT (PHASE 2) SCALE: V=40' PROJECT SITE Z S`Ayl F� F s a STAR PD. (COUIRY ROUTE I26C> LOCATION MAP F�li-I o� OvoalE `eda�vy Ylolk-In Rescue 48333300ft Overall Boiy[�Hei ht 11.000 ft IA'm Ba�YY Groun�Cleorance 1.393ft Track llidlh e 6.333f! Alaik Vfieel Mgle'"e 4500' CFIRE TRUCK TEMPLATE SCALE: 1 "=20' • \ � r MA mT ON ENGINEERINIS ROCHESTER LOCATION 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 14 85 0 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com V Y J Ell .. z yWy LL 0 O W i Q i y Za U) Z 00 a OU) Z � a �2 ZD CW G O OU L ®sF WLU ' Z . ZJ co �W �O ® ®mi� L > W r -� in W ® 9 Z H 0 V O TJ LLO Z O COPVRIGHT�2021 MARATHON ENG. ADAM M. FISHEL / DRAWING TITLE: � Truck Turn Plan 11 of /4 SHEET No' ��%.O 130&21 I I\ JOB No DRAVANG No. / JOB NO: 1308-21 SCALE: AS NOTED DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE 0Y REVISION COPVRIGHT�2021 MARATHON ENG. ADAM M. FISHEL / DRAWING TITLE: � Truck Turn Plan 11 of /4 SHEET No' ��%.O 130&21 I I\ JOB No DRAVANG No. / 7 GENFRAI PLAN NOTES 8, DUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE NYSDOT FYCAVATION -SUPPORT .S1:STFM RFOU/RFMENTS REOUIREMENIS OF SECT/ON 402 OF TH£ STANDARD SPEC/F/CABONS. 1. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TI1./E5. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED ANY EXCAVA77ONS 5 FEET OR MORE /N DEPTH SHALL UTILIZE A SHIELDS DEPTHS AND SHORING OR SHEETING SYSTEM WHICH PROVIDES DIRECT CONTACT AND 2. ROADSIDE DRAINAGE TO BE MAINTAINED AT ALL TIAlES SUPPORT OF THE EXCAVATION SIDES. THE SYSTEM SHALL ACCOMMODATE 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PR/OR APPROVAL /S GIVEN ANY ASSOCIATED SURCHARGE LOADS AND SHALL BE SUBMITTED TO 3 AMTERMLS, EOU/PA/ENT AND VEHICLES ARE NOT TO BE STORED OR BY THE DEPARTMENT. ADDITIONAL AGVNTENANCE AND PROTECTION OF NYSDOT:5 REGIONAL GEOTECHNICAL ENGINEER FOR REWDY AND APPROML PARKED W17H/N THE NEW YORK STATE RIGHT-OF-WAY. TRAFFIC WILL BE REOU/RED INCLUDING THE ADD/7/ON OF REFLECTIVE PR/OR TO PERMIT ISSUANCE /.lATERIALS AND LIGHTING. 4. AMINTENANCE AND PROTECRON OF TRAFFIC MUST COMPLY WITH THE A SLOP/NG (LAELACK) OP77ON MILL NOT BE ALLOWED. CURRENT M477ONAL MUTCD WITH NYS SUPPLEMENT, SEC77ON 619 OF 1O. HAZARDOUS IYAS7E NORROARON - THE PER.//7TEE ACCEPTS THE THE CURRNTN NYSDOT STANDARD SPECLRCA770N5, THESE PLANS, AND RICHT-OF-WAY OF THE STATE HIGHWAY IN ITS AS IS CONDITION. THE SHIELDS AND SHORING OR SHEE77NG SYSTEM REQUIREMENTS DO NOT AS ORDERED BY THE ASSISTANT RES/DENT ENG/NEER. ON A NYSOOT DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO PERTAIN TO TEST PITS WH/CH ARE 18" OR LESS /N DIAMETER. CONSTRUC77ON PRO✓ECT, IMINTENANCE AND PROTECTION OF TRAFF/C THE ABSENCE OF UNDERGROUND TANKS STRUCTURES, FEATURES OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NYSDOTS MUST COMPLY WITH 7HESE PLANS AND BE /N ACCORDANCE WITH THE SIAJILAR IMPEDPJENIS TO THE COMPLETION OF THE WORK PERMITTED REGIONAL GEOTECHNICAL ENG/NEER DETAILS ASSOCIATED WITH 7HE/R NYSDOT CONTRACT DOCUMENTS AS DEEMED NECESSARY BY THE HEREUNDER. SHOULD THE PERMITTEE FIND SOME PREWOUSLY UNKNOWN INTENDED SHEETNG/SHORING SYSTEM IF REOU/RED. PR/OR TO THE START ENGINEER -IN -CHARGE IMPEDIMENTS TO ITS WORK, THE DEPART/RENT OF TRANSPORTATION OF {YORK W/7H/N NYSOOT RIGHT-OF-WAY REOU/RING SUCH SHALL HAVE NO OBLIGATION TO CURE, REMOIE REMEDY OR OTHERWISE SHEET/NG/SHOR/NG, THE CONM4CTOR SHALL RECEIVE APPROVAL FROM 5 N077FY THE NEW YORK STATE DEPARTMENT OF TRANSPORMBONS DEAL IY/TH SUCH PRE1000SLY UNKNOWN IMPEDIMENTS. THE DEPARTMENT RES/DENT ENGINEER AT THE APPLICABLE RESIDENCY, THREE (3) {YORK MILL PER/AIT THE PERM17TEE TO RE/AOVE, MOD/FY OR OJHERWISE DEAL NYSOOT'S REGIONAL GEOTECHNICAL ENGINEER. DAYS PR/OR TO WORKING WITHIN THE STATE RIGHT-OF-WAY. WITH SUCH UNDERGROUND TANKS, STRUCTURES FEATURES OR CARTHIYORK.• 11WPED//.LENT IF SUCH /S DONE /N A MANNER WHICH MEETS ACCEPTABLE PERFORM EXCAVATION & B4CKFRL WITHIN NYSOOT RIGHT-OF-WAY /N 6. NOTIFY DIG SAFELY NEW YORK THREE 3() WORKING DAYS PR/OR TO ENG/NEER/NG PRAC77CE AND IS PRE -APPROVED BY 7N£ DEPARA.4£NT OF TRANSPORTATION SHOULD THE PERM/TTEE DETERMINE THAT SUCH ACCORDANCE WITH NYSOOT STANDARD SPECIRCA77ON SECT/ON 200 OYP.f. DIGGING, DR/LL/NG OR PLAST/NG AT 1-B00-962-7962, FOR A UTILITY STAKE -OUT. UNFORESEEN UNDERGROUND IA1PE0/MENT RENDERS THE PERAJI77EES WORK AS AUTHOR/ZED BY THIS PERMIT UNFEASIBLE, 7HE PERA117TEE NYSDOT TOPSOIL TOPSO/L: 7 ALL WORK CONTEMPLATED AND MATERIALS USED WITHIN THE NEW YORK SHALL HAVE THE OP77ON OF RESTORING THE HIGHWAY TO ITS ORIGINAL TOPSOIL PLACED WITHIN0,14 NYSDOT RIGHT-OF-WAY SHALL CONFORM TO STATE RICHT-OF-WAY SHALL BE COVERED BY AND IN CONFORM/TY WITH CON01770M AND NOT PERFORMING SUCH {YORK NYSDOT /TE/A ,�" 610.74X. THE NYS DEPARTMENT OF TRANSPORTATION AMY O1, 2008 SPECIFICATIONS BOOK AND ANY SUBSEOUENT ADDENDA ALONG WITH 11, OPEN/NG/CUTTING OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS GR455 LSH 77/RF.• ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION PERM/SS/ON /S GRANTED IN WRITING, BY THE REGIONAL TRAFFIC GRASS TURF ESTABLISHMENT IY/7HlN NYSDOT R/GHT-OF-Y/AY SHALL STANDARD SHEETS, EXCEPT AS MODIFIED IN THESE PLANS AND /N THE ENG/NEER. CONFOR/./ TO NYSDOT ITEA9 f 610. 1601. ITEMIZED PAIFMFNj AMRK[/✓GS WITHIN NY990T-RICHT-OF-IVAY.- PROPOSAL, METRIC UN/TS AIRY BE CONVERTED TO ENGLISH, L PAVEMENT AURKINGS WITHIN NYSOOT RIGHT OF WAY SHALL BE PER 0 30 hlil ill I SCALE NY-SOOj fYOt�S._ 1. REFER TO SHEETS C-7.1 & C-7.2 FOR AAA/NTENANCE AND PROTECTION OF 7RAFF7C, 2 THE POSTED SPEED L//AIT OF NYS ROUTE 79 ALONG THE PROPERTY FRONTAGE IS 45 MPH. 3 THE CONTRACTOR SHALL REFER TO NYSDOT STANDARD SHEETS 608-03 FOR DRIVEWAY CONSTRUCT/ON DETA/LS IV17H/N THE NYSDOT RICHT-OF-IYAY. 4. NO EXCAVATIONS SHALL BE LEFT OPEN OVER NIGHT. AL NYSOOT STANDARD SPEC/F/CAT/ONS 605. REFERENCE NA` 11 % E-2 CAR WASH P. LANDS OF ROBERT C. SAN JUU k MARIA SAN JIM / MADE BY GARY BRUCE DAVISON. LS- DATED SOATEO AUC. 23, 2011 I - • , r 7 � % /t d SANITARY SEWER I SANITARY UANIU)m SEWER }1.�� i MANHOLE I IPER Yn•LGIL RSI ELEV.: 1156.6' 1'-�I ftIV E1EV 1160 9' 1_Jl i FOUND RR NA : • • . • CURB STOP INVERT ELEV.: 1166.6' MANHOLE SPIRT. I • , • , Q WATER VALVE LATERAL IN FROM N J PELT ' SET (INACCESSIDIE) I ' `• ' (RU ELEV: 11581' T-INNERSECIION 45 \UPN 11 RR SPINE ® ' 278: �'T 0. .. • • • \ .J 4 '- — SIGN _S 6123'35' W .LGN +❑ HIGH%AY DOIMDS GURU • •:: '.'�.• '• _ - CURB SOLID %HITS TOG llHE 0.�`\ / SOLD WRITE FOC LME -. i0 FAIRFIEID DRIVE DROP INLET RIM EIEV.. 1155.3' OHUP'79' HtE EItV: Ile l.N \ —T/// BOTTOM OF DRY WELL EIEV ll8i 5 BOTTOM OF DRY %ELI. EIEV: 11016 INV. EIE'V.: UIULS' 24' DIL CULV. TO EAST INV EfEV: 1163.3' 24_DIA CULV. i0 REST DASHED WHITE W+E LINE DOUBLE soup 1'ELIAW LANE DIVISION LLNFS�\\\\\\\\\\\\\\\\\\\\\\\\� DOUBLE SOLID YELLOW LANE DIVISION LINES TO?fPI{INS STREET EXTENSION STATE ROUTE 13 _ �_ DASIIEO 1fINTE LWE LINE 0\ O HOLLD WRITE FOG LLNE i 1./ 'SOLD WIRE FOG LINE CURD - \ /�L/- / CURB - 0/H E/T/TV 0/H E/T/TV .- /' 0/H E/T/TV / \ SANITARY SEWER SAI ITaY SEWER / MANHOLE MANHOLE RNV ST E.: , 116' RIM ETEV: 1165,V INVERT ELEV.. 115D 0' INVERT ELEV1158 <' CDRIVEWAY LAYOUT PLAN 1 SCALE. 1"=20' \ Pq' I I A 61'23'35" W � ❑ CDRIVEWAY GRADING AND UTILITY PLAN 2 SCALE'1"=30 B3 NLmmT ON ENGINE MN6 ROCHESTER LOCATION JSgy 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5. 4 5 8- 7 7 7 0 PROJECT ITHACA LOCATION SHE }� 040RD, STE6 ITHACA, NY 14050 1pF`J, 607-241 -2 91 7 �sP www.marathoneng.com Py 0 7 ■ � �( O W STAR RD�/w z UTE (COUlNv RO120C) to LU 0 V Ui O r ~ H V� Z Q U) LOCATION MAP a G 0 N.T.S. 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"iMS• _�• '-%:..p .fir. =-s Y. n - x, .\ a ay- i - L �A4 y�iz L- r�x -�- q� 1 is Qr �, 1 T a� sT�4 s �.r by �r e�4^a -ia s >t 1. n a. �e�rr IL- "?"s`a'Sa'0` sjy- ....qn b kY " t&s:gr. , Rs+gv 'ins- 4 ay.- . 'J+�T f _ ae�"� 3 OMPKINS STREET (NYS ROUTE SITUATE IN: 13) �Y tt 3, b~ - t 1 DESCRIPTION sa+ Y .4' — m �r yy � idin y3s d — h4 1 t ?t= DEMOLITION PLAN '4- - 2 a `a` SITE PLAN (PHASE 1) a ra �a A } yr � k v qS ;ns3 ep' 5•�i �' r h =.3 5 w'S R � ;s - J.' L UK ' ATF 4oc _ k a T x _ mx{ry .:Y a NJ� z vv{ d T• �t M 'a ,•� t:.S .�v ' Z *t a.y,• „ 'r Y- J� aq .G H ' yi y� COPYRIGHT© 2021 MARATHON ENGINEERING g .4 +b 5 s ice' a$. - •�t a{tit h. k� "tea. r �Sl . *4= Y� y-. "iMS• _�• '-%:..p .fir. =-s Y. n - x, .\ a ay- i - L �A4 y�iz L- r�x -�- q� 1 is Qr �, 1 T a� sT�4 s �.r by �r e�4^a -ia s >t 1. n a. �e�rr IL- "?"s`a'Sa'0` sjy- ....qn b kY " t&s:gr. , Rs+gv 'ins- 4 ay.- . 'J+�T f _ ae�"� 3 OMPKINS STREET (NYS ROUTE SITUATE IN: 13) Am �Y LIST OF DRAWINGS 3, b~ - t 3• DESCRIPTION — — m �r yy � idin y3s — h4 1 t C-1.0 DEMOLITION PLAN - -'i Am LIST OF DRAWINGS +t �k b~ - t NO. DESCRIPTION — — xf M1 ,� i� �t — h4 1 t C-1.0 DEMOLITION PLAN - -'i - 2 C-2.0 SITE PLAN (PHASE 1) ra C-2.1 . 4 C-3.0 5y.. ` q'n y�.yv� 4 i GRADING DRAINAGE & Mc PLAN 1 c� r m z 0 _ 0 0 m STAR RD. (COUNTY ROUTE 120C) C LOCATION MAP N.T.S. RfAMC.FPfffffU ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com J LIST OF DRAWINGS NO. DWG. NO. DESCRIPTION — — COVER SHEET — — TOPOGRAPHIC MAP 1 t C-1.0 DEMOLITION PLAN - 2 C-2.0 SITE PLAN (PHASE 1) 3 C-2.1 SITE PLAN (PHASE 2) 4 C-3.0 GRADING DRAINAGE & EROSION CONTROL PLAN 5 C-4.0 UTILITY PLAN 5 C-5.0 LIGHTING & LANDSCAPING PLAN 7 C-6.0 DETAIL SHEET (1 OF 4) 8 C-6.1 DETAIL SHEET (2 OF 4) 9 C-6.2 DETAIL SHEET (3 OF 4) 10 C-6.3 DETAIL SHEET (4 OF 4) 11 C-7.0 TRUCK TURN PLAN 12 C-8.0 DRIVEWAY IMPROVEMENT PLAN 13 C-8.1 DRIVEWAY DETAILS (1 OF 2) 14 C-8.2 DRIVEWAY DETAILS (2 OF 2) J i DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS: A. AREAS WITHIN NEW BUILDING FOOTPRINT (INCLUDING SIDEWALKS): IMPORTED STRUCTURAL FILL (NYSDOT 304.14) SHALL BE USED TO BACKFILL THESE AREAS PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON-SITE MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07 (SELECT GRANULAR) FILL MAY BE USED. THE USE OF ALTERNATE BACKFILUFILL MATERIALS SHALL BE EVALUATED ON A CASE-BY-CASE BASIS BY THE PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO USE 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT IN A LEGAL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 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 SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID. 6. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION. 8. ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AND THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS. 9. THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN 2' OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUT AND 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 ABANDONED AT NO ADDITIONAL COST TO THE OWNER. 10. REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY BE PERFORMED AFTER CRITICAL NEW OR TEMPORARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRAINAGE, PAVING, ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK. COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS. 13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING RELOCATION OR REMOVAL. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. T AS 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED0 G ELECTRIC TELEPHONE STORM DRAINAGE, SANITARY SEWAGE, COMMUNICATIONS, HEAT, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID. 15. THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS REQUIRED BY THE OWNER, TOWN OF CORTLANDVILLE AND/OR THE ENGINEER. 16. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITE/BUILDING IMPROVEMENTS. 17. NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE. w 6 ooM 4, 18. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC. WHICH MAY BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 19. EXISTING PAVEMENT AND CONCRETE SHALL BE SAW -CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL. 20. THE CONTRACTOR SHALL LIMIT SAW -CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN ON THE PLANS. IF SURROUNDING PAVEMENT/CONCRETE !S DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND/OR REPAIR. 0 30 21. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. LA 22. ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED. SCALE 23. THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING TREES TO REMAIN DURING CONSTRUCTION. 24. TREES TO REMAIN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE TREE(S) AT THE OWNER'S AND/OR TOWN OF CORTLANDVILLE'S DISCRETION. 25. NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY OWNER(S), EXCEPT AS SHOWN. 26. THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS, AND SURVEY MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION. 27. THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTLANDVILLE WATER AUTHORITY. 28. THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED, THE CONTRACTOR SHALL DISPOSE OF SYSTEM COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER. 29. THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED, ALL EXISTING WELLS LOCATED WITHIN THE SITE DEVELOPMENT AREA SHALL BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH REQUIREMENTS. WHICH INCLUDES: COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK. 30. THE LOCATION OF EXISTING WATER SERIVCE(S) IS UNKNOWN. THE CONTRACTOR SHALL LOCATE THE SERVICES NEEDING REMOVAL/DECOMMISSIONING PRIOR TO THE START OF WORK. THOSE WATER SERVICES TO BE DECOMMISSIONED SHALL BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVED AND PLUGGED. CONTRACTOR SHALL COORDINATE WORK SCOPE AND SCHEDULE WITH BOLTON POINT. LIMIT AND LOCATION OF EXCAVATION ASSOCIATED WITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR. 3 "9t,48.9£ S ,29.59£ L (. O -t95) u a ��� �eL •s��x AIL411-MT-11 UN ENBINEERING ROCHESTER LOCATION s`rFoy 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 PROJECT ITHACA LOCATION SITE 840 HANSHAW RD, STE 6 ITHACA, NY 14850 �Q OJ GD 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com m z 0 o v ILLI m STAR RD. = Z (COUNTY ROUTE 120C) LLI u- 0 Q W Cn ffl LOCATION MAP N.T.S. Emu o U) AAft Sao M r UJ Z HAZARDOUS BUILDING MATERIALS SURVEY 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO L O V STRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYS Z 94 W I) DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE (n Z ® OF EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION,uj DISPOSAL, ETC. Z .J M M 2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITHLu O APPROPRIATE_ CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK. r (� 3. UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO THE OWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELY UJ IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING 110 THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. 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IA o omrMn o U �w 0 �WH mz C! ail. 0 0 �oo as axd z�o as a � w � \ ok�'\ a •re. x x X X X x x X a w Ln N/ x X x \ w m �' X X X x X X x '� A � Z� \ X X X X X X X X X X X X X X \wm \X X X x X\zw \; X X X X X X X x X x x ods X x x ca N)( x X X o F X x X x x X x \\\\\\\� \\\\\\\\ \\��\X X X X X X x a� w X x X X xF\ S X X X X X X X \ X X X X X o p-�y .8 X X X ,.a X X YN X X X X x V I -�cn� t:co XXXXXXx IS8v -4 �I X X X x x X w W x X X X x X X\ A X x x x X x X x E'' I a X X X X X X X A w aoI \'- X c9 X x )C X X X X A p" w I / X X \ a o z�' r=: m X X X X X = � � / 0 X x X x N x2 a o \ X X X X X o `^� o E,a / Q-1' o a .seP x X x x\ \ a X X X X x a��, a � X X \ x X X X X X X c) b I o m DEMOLITION KEYNOTES OA BUILDING & ASSOCIATED PATIO, DECK, STEPS, STOOPS, WALKS, FO EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS, ETC. TO BE REMOVED. CONTRACTOR TO COORDINATE WORK SCOPE AMF CURBS, RETAINING WALLS, ETC. TO BE REMOVED AMF to W4 09/20/21 a i� d�a AND SCHEDULE WITH UTILITY COMPANY(IES) O MAILBOX TO BE REPLACED WITH NEW. FINAL LOCATION TBD BY EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE SERVICE OWNER TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. GRAVEL DRIVEWAY TO BE REMOVED O CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH OC CORTLANDVILLE WATER AUTHORITY. PORTION OF WATER SERVICE Op MISCELLANEOUS ITEM TO BE REMOVED REMAINING UNDER NYS ROUTE 13 IS TO BE ABANDONED. UTILITIES TO BE REMOVED. COORDINATE SERVICE CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY ODISCONNECTION/REMOVAL AND ASSOCIATED METER REMOVAL O LATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUG STRUCTURE ENTRANCE PER TOWN OF CORTLANDVILLE REQUIREMENTS. WITH RESPECTIVE UTILITY COMPANY. EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. 3 "9t,48.9£ S ,29.59£ L (. O -t95) u a ��� �eL •s��x AIL411-MT-11 UN ENBINEERING ROCHESTER LOCATION s`rFoy 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 PROJECT ITHACA LOCATION SITE 840 HANSHAW RD, STE 6 ITHACA, NY 14850 �Q OJ GD 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com m z 0 o v ILLI m STAR RD. = Z (COUNTY ROUTE 120C) LLI u- 0 Q W Cn ffl LOCATION MAP N.T.S. Emu o U) AAft Sao M r UJ Z HAZARDOUS BUILDING MATERIALS SURVEY 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO L O V STRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYS Z 94 W I) DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE (n Z ® OF EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION,uj DISPOSAL, ETC. Z .J M M 2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITHLu O APPROPRIATE_ CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK. r (� 3. UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO THE OWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELY UJ IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING 110 THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. 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IA o omrMn o U �w 0 �WH mz C! ail. 0 0 �oo as axd z�o as a � w � \ ok�'\ a •re. x x X X X x x X a w Ln N/ x X x \ w m �' X X X x X X x '� A � Z� \ X X X X X X X X X X X X X X \wm \X X X x X\zw \; X X X X X X X x X x x ods X x x ca N)( x X X o F X x X x x X x \\\\\\\� \\\\\\\\ \\��\X X X X X X x a� w X x X X xF\ S X X X X X X X \ X X X X X o p-�y .8 X X X ,.a X X YN X X X X x V I -�cn� t:co XXXXXXx IS8v -4 �I X X X x x X w W x X X X x X X\ A X x x x X x X x E'' I a X X X X X X X A w aoI \'- X c9 X x )C X X X X A p" w I / X X \ a o z�' r=: m X X X X X = � � / 0 X x X x N x2 a o \ X X X X X o `^� o E,a / Q-1' o a .seP x X x x\ \ a X X X X x a��, a � X X \ x X X X X X X c) b I o m REMOVE EXISTING S,'GN POST �1\ dl2 x X Q X X\ \ a X x X x x o� n oz a .. E4 b'\ X\ a x X ;fa chi I a [�-I I �� W / a b x X X x x N REMOVE EX/ST/NG FLAG POLE --� 'i X x X x I M U) �� \ \ 4S� } ♦ X X X X /`\�\\\\\\\\\\\\\\\\\\\\\\\\�\\ X X x X x X X X I I•a I / I ��.( y�O .�%^• X x X x X /L` X X X x X \ X x X x X �' 1•a U Vp1I X X X X X X X X X X X X X X X x,\ g \ g X X X X X X X X X W W E X X X X \ X X = I Z X)\\\\\\ \ \ X x X x X I Imo--\ / ♦ � X� x X X x / ♦ y• X xp� X X X X X X X X X x X X " w .; ►-� a / X X X K X X X X X x X \�\\\\\\\\\\\\\\\\\\\\ \\�\\\\\\\\\\ x X x X X w \\ X X Xo X X x X X X X X X x X X X X X X x X X X X X X x X x x X x'�iX X X x Xo x X x x X x x X x x X x x X x x X x X X o\ X Y. X X x X x X x X yNnv�cmvax X x x X X x X x x X x X x X x x w A \� �� xX XxXxXat XxXxx XxxXxX X Zxcq =I /wl \ / /�z a/ ♦♦ x X x x X x X X X x X x x X x X X X x X x X x X x X x x X x X x )s w X x( A �I 0 Z / sr x „mac X �n dAv dQ a� 11 x X X x X X X X X X X x ' x ya o m / w /E --i I a Y x ,, dry x <o a W � ♦ ♦ \ .g�� � (307.32') x X X x ��-� � �w a � 07.15' _ .� "'� o \ � 3 /z I W ,- I / x \ d CID o N 40.5723" W A.' �C a /I IN, Q \ cv �a I II I In E-4 �. O a o \ \ Fi M i y 0 REMOVE EX/ST/NG TREES (TYP. OF 3) EX/ST/NG MAILBOX TO BE RELOCATED. FINAL LOCATION TBD BY OWNER. CONTRACTOR TO COORDINATE FINAL LOCATION AND INSTALL WITH POST OFFICE. f,�YISTING GAS SERVICE UNE 1. ALIGNMENT OF EXIS77NG GAS UNE IS UNKNOWN. CONTAAC70R TO LOC47F PRIOR TO THE START OF WORK AND COORDINATE DECOMMISSIONING/SHUTOFF WITH U77LI7Y COMPANY PRIOR TO 7H£ START OF WORK. 1 LATERAL TO EX/ST/NG JOB NO: MANHOLE AT TIME OF NEW Q c SEWER LINE INSTALLATION. C6 �to AMF DESIGNED: AMF to W4 09/20/21 a i� d�a f f i l REVISION REMOVE EXISTING S,'GN POST �1\ dl2 x X Q X X\ \ a X x X x x o� n oz a .. E4 b'\ X\ a x X ;fa chi I a [�-I I �� W / a b x X X x x N REMOVE EX/ST/NG FLAG POLE --� 'i X x X x I M U) �� \ \ 4S� } ♦ X X X X /`\�\\\\\\\\\\\\\\\\\\\\\\\\�\\ X X x X x X X X I I•a I / I ��.( y�O .�%^• X x X x X /L` X X X x X \ X x X x X �' 1•a U Vp1I X X X X X X X X X X X X X X X x,\ g \ g X X X X X X X X X W W E X X X X \ X X = I Z X)\\\\\\ \ \ X x X x X I Imo--\ / ♦ � X� x X X x / ♦ y• X xp� X X X X X X X X X x X X " w .; ►-� a / X X X K X X X X X x X \�\\\\\\\\\\\\\\\\\\\\ \\�\\\\\\\\\\ x X x X X w \\ X X Xo X X x X X X X X X x X X X X X X x X X X X X X x X x x X x'�iX X X x Xo x X x x X x x X x x X x x X x x X x X X o\ X Y. X X x X x X x X yNnv�cmvax X x x X X x X x x X x X x X x x w A \� �� xX XxXxXat XxXxx XxxXxX X Zxcq =I /wl \ / /�z a/ ♦♦ x X x x X x X X X x X x x X x X X X x X x X x X x X x x X x X x )s w X x( A �I 0 Z / sr x „mac X �n dAv dQ a� 11 x X X x X X X X X X X x ' x ya o m / w /E --i I a Y x ,, dry x <o a W � ♦ ♦ \ .g�� � (307.32') x X X x ��-� � �w a � 07.15' _ .� "'� o \ � 3 /z I W ,- I / x \ d CID o N 40.5723" W A.' �C a /I IN, Q \ cv �a I II I In E-4 �. O a o \ \ Fi M i y 0 REMOVE EX/ST/NG TREES (TYP. OF 3) EX/ST/NG MAILBOX TO BE RELOCATED. FINAL LOCATION TBD BY OWNER. CONTRACTOR TO COORDINATE FINAL LOCATION AND INSTALL WITH POST OFFICE. f,�YISTING GAS SERVICE UNE 1. ALIGNMENT OF EXIS77NG GAS UNE IS UNKNOWN. CONTAAC70R TO LOC47F PRIOR TO THE START OF WORK AND COORDINATE DECOMMISSIONING/SHUTOFF WITH U77LI7Y COMPANY PRIOR TO 7H£ START OF WORK. 1 IT IS A VIOLATION OF NEW YORK STATE EDLICATION LAW ARTICLE 145, SECTION 71119 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN REM BEARING THE SEN. OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN REM BEARING THE SEAL OF A PROFESSIONAL MANEER OR LAND SURVEYOR 6 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR ML AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR LK SIGNATURE AND THE DATE OF SUALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPYRIGHT02021 MARATHON ENG I ADAM M. FISHEL / DRAWING TITLE: Demolition Plan 1 of 14 SHEET No: 1308-21 JOB No: C-1.0 DRAWING No: / JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION IT IS A VIOLATION OF NEW YORK STATE EDLICATION LAW ARTICLE 145, SECTION 71119 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN REM BEARING THE SEN. OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN REM BEARING THE SEAL OF A PROFESSIONAL MANEER OR LAND SURVEYOR 6 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR ML AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR LK SIGNATURE AND THE DATE OF SUALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPYRIGHT02021 MARATHON ENG I ADAM M. FISHEL / DRAWING TITLE: Demolition Plan 1 of 14 SHEET No: 1308-21 JOB No: C-1.0 DRAWING No: / 'Ile GENERAL CONSTRUCTION r 1. APPLICABILITY -THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16121, WERE PROVIDED BY HOLT BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED AfAhm Til ON TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. F.NCINEERIN�I OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBERR OF 0 30 60 2. MAPPING -THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND v0 ROCHESTER LOCATION 3 9 CASCADE DRIVE AL REPRESENTATION ONLY GRAPHICAL N FOR GC. - s`rt"py EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL SURVEYING DATED 08/05/21 AND IS SHOW ,- :�;�:_:•":sa-...,.}:- -'<" ,-' LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. ® ROCHESTER, NY 1 4 6 1 4 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY SCALE '� 5 8 5 - 4 5 8 - 7 7 7 0 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY CALLED OUT OTHERWISE. PROJECT SITE ITHACA LOCATION STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED PROJECT STATISTICS 840 HANSHAW RD STE 6 4. DEMOLITION -CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT WITH THE OWNER. LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD �a�i ITHACA , NY 1 4 8 5 0 VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR 1. GENERAL: o T^ Q� J� <y 6 0 7- 2 4 1 - 2 9 1 7 4. PROPERTY PROTECTION -THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, _X WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE 0 . y5 www.marathoneng.com REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. REMOVED SHALL REMAIN. 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN o 5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) o N PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. CORTLANDVILLE, NEW YORK 13045 Y 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN � 6. STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING 1.3 TAX ACCOUNT - 95.5-01-19.000 m �� iF AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT o NOT SPECIFICALLYDEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE 2. ZONING REGULATIONS: (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. o REPRESENTATIVE. 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S 2.1 ZONING DISTRICT - BUSINESS - B2 m W REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 7. CLOSE-OUT -THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT STAR RD. z CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: 2.2 CODE REQUIREMENTS - (COUNTY ROUTE 120C) cc LL 8. MAINTENANCE -PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN • REMOVAL OF ANY CONSTRUCTION DEBRIS. REQUIRED PROVIDED VARIANCE REQ'D O MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE * CLEANING PAVEMENT AND WALKWAY SURFACES. MINIMUM LOT SIZE 1 ACRE 13.24 ACRES NO LLQ OWNER'S ON-SITE REPRESENTATIVE. • RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. MINIMUM LOT WIDTH 100' ±279' NO 0 • PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. Q 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND • PROVIDING REDLINES FOR RECORD DRAWING. MINIMUM FRONT YARD SETBACK 35' 35' NO \cn A6 SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE • COMPLETION OF FINAL PUNCH LIST ITEMS. MINIMUM REAR YARD SETBACK 40' >40' NO ® � REPRESENTATIVE. MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10' NO LOCATION MAP 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE SITE KEYNOTESMINIMUIM GREENSPACE 30/ o ±46/ o NO N.T.S. 14 Aoft APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND mi w THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR MAXIMUM FLOOR AREA 30,000** ±211000 NO ca AGREEMENT OA HEAVY DUTY CONCRETE PAVEMENT RE: DETAIL J ACCESSIBLE PARKING, RE: DETAIL PARKING SPACE SIZE 10'x20' 10'x20' NO 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM O ACCESSIBLE RAMP, RE: DETAIL BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY O REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL NUMBER OF PARKING SPACES M i - REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE STANDARD SPACES 107 ~ SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL O SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR ADA ACESSIBLE SPACES 6 W DIMENSIONS TOTAL 113 NO = 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED D CONCRETE CURBING, RE: DETAIL UJ O O TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL OM BOLLARD, RE: DETAIL TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. O V REQUEST A CLARIFICATION. O CONCRETE CURBING TRANSITION, RE: DETAIL L 0 **MAX FLOOR AREA SHALL NOT EXCEED 30 000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS O tO z WW [��*yy. qzO WO � A zoo 5� w a � W U2 a. 0 f4 m .b2U) x a 1043 1 U O ASPHALT DIKE, RE: DETAILPAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PER GRANTED BY PLANNING BOARD. ®N~ (n z O UTILITY COMPANY REQUIREMENTS. RE: ELECTRICAL 0% mono %'_ �f OG ASPHALT DIKE TRANSITION: RE: DETAIL OO 3. PARCEL STATISTICS: Z _j DUMPSTER ENCLOSURE, RE: DETAIL co OHCONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS, 3.1 AREA-±3.24ACRES V O RE: DETAIL PO LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAIL Ir -U 3.2 EXISTING CONDITIONS: FORMER COMMERCIAUAUTO SERVICE FACILITY lO CONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAIL INGRESS/EGRESS DOORS, RE: ARCH. O MONUMENT SIGN, RE: ARCH. O 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. Lij R ui Lu mr J �w ,0 E3 W I I mca Lu m�A A a .g -t% .9£ S � W� w� I U I /I � � z DUMPSTER � La ENCLOSURE `� A I Axa aaAed � / F¢- 3�N�3 ,29'59£_ 'a -em d -d ,'98I �J7 r „ v Wmm� 10' SIDE-SEMMCK r j IF / O O , :: H �O PHASE 1 Q Tin'- PATIENT >44 SNOW STORAGE �t(PHASE 1) FUTUREPROPOSED MED/CAL .m IEX/ST/NG FULLACCESS JOB NO: 1308-21 FAC/L/TYrADD/T/O/V DRIVEWAY TO BE REMOVED SCALE'H > f212DO SF /(NYSDOT PERMIT REOU/RED)1" =30' '',i! 1 f8, 500 5F w "N gt _ DRAWN: AMF �'FFE=1166.65 FFE=1166.65 w /,a DESIGNED: AMF w / DATE: 09/20/21 •� ..:...., / REVISIONS ENTRANCE Q a �0 0 :TMS :�L , -- PAT/ENT ENTRANCE Q RE.• ARCH. O � I I ;' .• DATE BY REVISION RE- ARCH. O 8' APART, �' � 24#. TYP. OF 13 - O F y 7L - - - - - - - cy) X>/I 1-1 \ ".: ,*:, ♦. .. - , »`. Y Y » !' ... .. v GEI CSE •-'I rn ji,:. ,....., . « . .. ... E- A \ . < �D \ / ..rr...•r .:.r♦..... �^ 0 �. ,-, ♦ . • r' > ,. s .. » i ♦,ww .'.» .: ♦.♦ .'. r r ♦ ♦ ♦ .'. .: .- >'-w ,Y ,r":♦ i 'r'.>'r,♦. "•. 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CID0 r. 91. \ / rti ♦ /��, / y� / \. � -�� -• �• �`.� ��\/ `. f`�'+,/•"�. `j{../,gr� .� '%�ej- y � '�/ �� -�i� •,( f-��`�,���.�`�v �� /� %i� ,� �+ � .moi A" A � � / � i \ w ♦ \ �/ rpai..;'" i , .�7I�c, OI \ / 307.15' \ m N 40'57'23" W \ • p C4 a I .v I I 0 \ (7k- r, o o a� \ \ o AOF �� I o z, / C4z a Z o I P, \ 1 RECONSTRUCT EXISTING FULL ACCESS DRIVEWAY (NYSDOT PERMIT REOUIRED) IF IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7269 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY AN DEM BEARING THE SEN- OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSRTNAL ENpNEER OR LAND SURVEYOR ENTERED, THE ALTERING ENgNEER q2 NAND SURVEYOR SHALL AFFIX M THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED Or FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPEOFIC DESCLBPDON OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL l DRAWING TITLE: 1 Site Plan (Phase 1) 2of14 SHEET No: C-2.0 1308-21 JOB No: DRAWING No: GENERAL. CONSTRUCTION � 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 08116/21, WERE PROVIDED BY HOLT PROJECT STATISTICS -AIM`T ON DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED e: i r C r BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 1. GENERAL: -4 -ENGINEERING 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY0 30 60 v ROCHESTER LOCATION 2. BOUNDARY -BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND a3. OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF SURVEYING DATED 08!05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN Ysy .. , ;•:; va.;,E; SJ Fp 39 CASCADE DRIVE EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL ® y ROCHESTER, NY 14614 LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) SSE '� 5 8 5 - 4 5 8 - 7 7 7 0 CALLED OUT OTHERWISE. CORTLANDVILLE, NEWYORK 13045 PROJECT ITHACA LOCATION 3. UTILITY STAKEOUT -THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY = SITE 1.3 TAX ACCOUNT- 95.5-01-19.000 - �• 840 HANSHAW RD, STE 6 STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED 4. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT 01�i v � �aZ� ? ITHACA, NY 14850 WITH THE OWNER. LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD v m Q� J� v- 6 0 7 - 2 4 1 - 2 9 1 7, VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR 2. ZONING REGULATIONS: 4. PROPERTY PROTECTION -THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE m �y5 = WWW.marathoneng.eOm WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REMOVED SHALL REMAIN. 2.1 ZONING DISTRICT -BUSINESS - 82 REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5. COORDINATION -THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE 2.2 CODE REQUIREMENTS - o � ■ N 5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, REQUIRED PROVIDED VARIANCE REQ'D Ne UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 0 PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. MINIMUM LOT SIZE 1 ACRE 13.24 ACRES NO 9i r p i 6. STAGING -AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING MINIMUM LOT WIDTH 100' ±279' NO z 0p F g 6. SITE SAFETY -PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE INAREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS 0 - CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE MINIMUM FRONT YARD SETBACK 35' 35' NO 0 (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.REPRESENTATIVE. MINIMUM REAR YARD SETBACK 40' >40' NO LL.I MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10' ,NO _- 7. EXCAVATIONS -ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S 7. CLOSE-OUT -THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT STAR RD. COUNTY ROUTE 120C) LL. REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: • REMOVAL OF ANY CONSTRUCTION DEBRIS. MIN/MUIM GREENSPACE 30% ±31% NO 0LTJ S. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN • CLEANING PAVEMENT AND WALKWAY SURFACES. MAXIMUM FLOOR AREA 30,000** ±21,000 NO F -- MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE • RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. Q OWNER'S ON-SITE REPRESENTATIVE. • PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. PARKING SPACE SIZE 10x20' 10'x20' NO \ / • PROVIDING REDLINES FOR RECORD DRAWING. \ca 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND • COMPLETION OF FINAL PUNCH LIST ITEMS. NUMBER OF PARKING SPACES SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE STANDARD SPACES 129 LOCATION MAP REPRESENTATIVE. ADA ACESSIBLE SPACES 6 N.T.S. 4z J C)* 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE TOTAL 135 NO APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BYPLANNING BOARD. cu) THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR SITE KEYNOTES ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS AGREEMENT GRANTED BY PLANNING BOARD. 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM O A REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL 3. PARCEL STATISTICS: M BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY 4 REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND 3.1 AREA -±3.24 ACRES LuZ SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. BO HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL Lu mi II. - ASPHALT DIKE, RE: DETAIL 3.2 EXISTING CONDITIONS: FORMER COMMERCIAUAUTO SERVICE FACILITY = 0 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED 0 U us TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL Op ASPHALT DIKE TRANSITION: RE: DETAIL 3.3 PROPOSED CONDITIONS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. Q REQUEST A CLARIFICATION. am_ en 7 STRIPED AREA. EDGE LINES TO BE SWSU4" AND STRIPES TO BE OE SWSU4" T-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS FO TIMBER GUIDE RAIL, RE: DETAIL I � OoOw Iw SNOW STORAGE DUMPSTER A I I W (Pf/.4SE 2J ENCLOSURE 4 I w (TO REMAIN)- � - _ ze•s9s O'+• _X'H 64''698 9 d -d ,L9.88T 10r S/DE SETBACK 3 { 4.,/ ♦ .T:._:....E � G .' ' y-;: FUTURE ADDITION '500 5f \ -,•�z• - - I r FFE=1166.65 `\CINI.. PI?OPOSEDMEDICAL FACILITY (21,200 SF FFE=1166.65 -- MAIN ENTRANCE auda aaAvd m / �_qniiil YNTI'T T x o z / � k0 I �I I % I / i w o 0 SAW -CUT AND REMOVE RE- ARCH. c 24* . .... ' y ', EXIST/NG ASPHALT DIKE F EnE o t P•� 00 c3 a cv x Q "le � xctic sg / / /w t ( PAT/ENT DROP OFF L90 rm w mi Zz Lr Zz p ANE Cq : MPORT/ONS OF EX/ST/NG F A ci FL.' "'' ': ":° ASPHAL T TO CONSTRUCT I w x \ ' j%/..,. CURSED ISLAND. oz a " (/2 +#*- \ W U1 (SFO pq E- Dw cow / \ \7 7m SNOW STORAGE o �� � w 23 I a ci O \ 13 cv o z cli w m B xib <� r ti a a Y' A / �/ 1 ` wJ / ' ✓ \% / j, / e ✓ �S�%iF G, Ef � 0 \ / \ � 307.15' t� \ m N 40'57'23" W 0 m P \ z N / a" \ ;laF II g Jv \ - ck,ej Q En / \ \ N. z 0 ° 1308-21 SCALE: 1 If=30' DRAWN: AMF DESIGNED: 1 2 1 0 09/20/21 REVISIONS DATE BY REVISION N auda aaAvd m / �_qniiil YNTI'T T x o z / � k0 I �I I % I / i w o 0 SAW -CUT AND REMOVE RE- ARCH. c 24* . .... ' y ', EXIST/NG ASPHALT DIKE F EnE o t P•� 00 c3 a cv x Q "le � xctic sg / / /w t ( PAT/ENT DROP OFF L90 rm w mi Zz Lr Zz p ANE Cq : MPORT/ONS OF EX/ST/NG F A ci FL.' "'' ': ":° ASPHAL T TO CONSTRUCT I w x \ ' j%/..,. CURSED ISLAND. oz a " (/2 +#*- \ W U1 (SFO pq E- Dw cow / \ \7 7m SNOW STORAGE o �� � w 23 I a ci O \ 13 cv o z cli w m B xib <� r ti a a Y' A / �/ 1 ` wJ / ' ✓ \% / j, / e ✓ �S�%iF G, Ef � 0 \ / \ � 307.15' t� \ m N 40'57'23" W 0 m P \ z N / a" \ ;laF II g Jv \ - ck,ej Q En / \ \ N. z 0 R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN TIFM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR I AN ITEM BEARING THE SELL OF A PROFESSIONAL D40NEER OR LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL H P DRAWING TITLE: 0 Site Plan (Phase 2) J 3of14 SHEET No: 1308-21 JOB No: l C-2.1 DRAWING No: / JOB NO: 1308-21 SCALE: 1 If=30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN TIFM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR I AN ITEM BEARING THE SELL OF A PROFESSIONAL D40NEER OR LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL H P DRAWING TITLE: 0 Site Plan (Phase 2) J 3of14 SHEET No: 1308-21 JOB No: l C-2.1 DRAWING No: / pzll v cziO Lo O 0 W Q N N N 0 O N N O O v 3 O W Z Q O 0 k O q) o, 3 O 0 N 0 a a) .c a W EARTHWORK 1. PREPARATION -PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: • SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. • CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. • TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY. 2. RESPONSIBILITY -THE CONTRACTOR IS RESPONSIBLE FOR: • ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. • GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. • COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT' ARE INTERCHANGEABLE. • CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT. 3. TESTING -THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: • 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS • 85% IN REMAINING AREAS THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. 4. LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. 5. PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE. J-1 SLOPE (H.- V) EROSION CONTROL 1. CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING 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) LATEST STORM WATER REGULATIONS. 2. CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB -CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 3. INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. 4. NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP -0-20-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP -0-20-002. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). 5. PRE -CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 6. TOPSOIL- UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. 7. SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS. S. DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB -BASE AND ANY OTHER EXPOSED SURFACES. 9. OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE -EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. 10. WORK STOPPAGE -ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. 11. TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ /NFM M 17ON BASIN RE- DETAIL FOREBAY f 1, 725 CF - SILT FENCE RE • DETAIL, TYP. � r ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT / DISPLACED. 12. WINTER STABILIZATION -ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON -STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST. 13. SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 - SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP A AND SHALL BE RESTORED AS SPECIFIED. 14. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE -CONSTRUCTION MEETING: • INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. • INSTALL STABILIZED CONSTRUCTION ENTRANCE. • PROTECT VEGETATION TO REMAIN. • CLEARIGRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. • COMPLETE CLEARING AND GRUBBING OPERATION. • PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. • CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. • MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. • RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. • REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER. a OUTLET SPILLWAY w RE- DETAIL - a w a I F� � a - PIPE OUTLET PROTECTION A I m RE- DETAIL � I w �ntxa a�nva �( Y•Wr-Y - r. iy y .Til ...ii i +X .1►e - �� �x 04* ,�� ,��, • / /N = 1166.0 1 0 30 SCALE XX 1166' �K X K��fC _ X _r•- 4antnua vkm Fs, o I rC=116s 5 / INLET PROTECTIONrn BC= 11 RE- DETAIL, TYP. °°4 � '� / � = `�• � --�- - ' PRP r • I FUTURE O OSED MED/CAL �4VAe° / / / 3.• 1 SLOPE 4 o : • . (H•�J FAC/L/TY 4 IADD/T/ONm x w [� I 1 .f8, 500 SF f21, 200 SF W N� / x I FFE 1166.65E �I 0 11s 17 c=1166.0 FFE-1166.65 w I / x I I W CQ o de STONE SLOPE- STAB/L/ZB.QL o RE. DETAIL 1166.4 sy, o \ \ c�f1� 2.• 1 SLOPE I 1166.4,\1166.4 1166.4 1 9 ( � IRT I wF �� ` (H.- V) TG= 1166.0 1 � a z a o \ \\ I 'I W I TC=1166.5 + I ( /to x \ I BC= 1166.0 . c i C'i m PROJECT SITE `'y1 y m z 0 0 0 m STAR RD. COUNTY ROUTE 120C) 4 LOCATION MAP N.T.S. DISTURBANCE SUMMARY: ONSITE DISTURBED: ±3.10 ACRES OFFSITE DISTURBED: ±0.10 ACRES TOTAL DISTURBED:±3.20 ACRES TOTAL PROJECT AREA: ±3.35 ACRES EXISTING IMPERVIOUS: ±1.70 ACRES EXISTING PERVIOUS: ±1.50 ACRES PROPOSED IMPERVIOUS: ±2.14 ACRES PROPOSED PERVIOUS: ±1.066 ACRES \1166.0 + - - =1 s6 - - - j� / - [.\ A I I a \\ \ I =1'66.x/ / B?00 =y 66.5 �TC=1166.5 / `�� C, x o \ ( h \ / / / BC=1166 5 X19 m l a \ . r \ I TC=1166.75 1 �v,I / O I I w \ •tq� &eg BC=1166.25 = FAM / tea` m `� ���"g� 0 I 1165x ,�66 / I 9 o-4�ltJc?,,� at t \ \ .. I `tel 6' On o ( -� '0 1 a Q0 \t� a" z / W \ P \ �. \ �rk. to 0 1165.5 116'6.5-, 1165 7, _ I a. ~I I a - c9 A o / E-+ \ �----=-------�-------- •'167`------•�---_----� __ I APs. •� I x � � H \ _ - -- - / 20 307.15 . - •-) / 'zR I o _ \ ,� ". �_ N 40'57'23" W w, co � LIMIT OF DISTURBANCE P4 a x °AAS I I� U a FM i2 ♦ !16 1 J/: IU I W100NOA711104 FANY4 I AFAM E NJBINEEF-VIIIN15 ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com D IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITIM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR b ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE TIPA1 THEIR SEAL AND THE NOTATION 'ALTERED BY• FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 0 COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL fV DRAWING TITLE: Grading, Drainage & Erosion Control Plan 4of14 SHEET No: C-3.0 1308-21 JOB No: DRAWING No: JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION D IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITIM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR b ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE TIPA1 THEIR SEAL AND THE NOTATION 'ALTERED BY• FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 0 COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL fV DRAWING TITLE: Grading, Drainage & Erosion Control Plan 4of14 SHEET No: C-3.0 1308-21 JOB No: DRAWING No: UTILITIES 1. SANITARY 1.1 MATERIALS • MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR -35. PIPING AND FITTINGS SHALL MEET: • ASTM D-3034 K' THRU 15") • ASTM F-679 (18" THRU 48") • JOINTING MATERIALS - SHALL BE BELL -AND -SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. • MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON -PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION I OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. PQ Q O Z Q 4 Z 0 a W Q N N N O w 0 a N N N 0 v 3 Z j 0 q) v) O� .c 3 O 0 N co 0 a .c a W q) 2. STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. 2.2 MATERIALS -THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: • HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350. 2.3 ROOF DRAINAGE -ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 3. WATER 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. 3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS. 3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS: DESCRIPTION SIZE MATERIAL (a) TYPE (b) TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THE 6" D.I.P.* CMB CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION: FROM THE CONTROL VALVE TO THE METER 6" D.I.P.* CMB (A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE. (B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8 -INCH THROUGH 1 -INCH METERS. 1 %-INCH + 2 -INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3 -INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER. 3.7 WATER SERVICE LINES SIZED 4 -INCHES OR GREATER SHALL BE: • PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. • DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY. 0 30 SCALE DRAWINGSWA I -ER SERVICE RE MEP RE MSP DRAWINGS 2.4 TESTING -UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS I STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. PAD MOUNTED TRANSFORMER FA Ck. z w 0 w00 z�o a r - U 2 c"? oa c4 co \ 4411\ N r mvem Z* 01v ENCINEERINS ROCHESTER LOCATION Sj`rFoy 39 CASCADE DRIVE ROCHESTER, NY 14614 PROJECT 5 8 5 - 4 5 8- 7 7 7 0 SITE ITHACA LOCATION �. 840 HANSHAW RD, STE 6 o g'��1 ITHACA, NY 14850 vV�9_- 6 0 7- 2 4 1 - 2 9 1 7 r���5� ,= www.marathoneng.com CONTRACTOR TO COORDINATE F/NAL D-1.2 SIZE, LOCATION & WORK SCOPE WITH sr. CLEANOUT THE UTILITY PROVIDER PR/OR TO THE TR= 1186.0 START OF WORK. 66 INV=116.3. 65 I 0 o�w Iw as I to m 0 I I I '4' D14. ST. MH. 3 •S�,L£.9E s w f 36 LF 12" DIA. HDPE 77?=1164 50 �ntxa a�nva / ® 0.90 9' MIN. � /NV=1160.77 _i 320 LF 12 DIA. HDPE � I w ® 0.90 9' MIN. xox � •soya a. I I _ ,ze•59s - - TR[�'IEL - / ELEClE1COMM. SERVICE PO/NT OF C(JNNEC a -a ,�s•eei T/ON _�-r APPROXIMATE LOCATION SHOWN. NATE FINAL LOCAON AND WOR SCOPE WITH THECONTRACTOR TO UTILITY PROVIDERT/PRIOR O THE END SECT/ON ROOF DOWNSPOUT /NV=1160.0 I1> I REFER TO PLUMB/NG FOR Y� Y� START OF WORK. ------------ -- --,I LOCATION, TIE ALL GAS SERVICE ENTR4NCE T 0. I ki0 RE. MEP DRAWINGS I � I DOWNSPOUTS TO STORM ­D/H t 92 LF 24" DLA. I LATERAL. DPE ® 0.5OX .30 X,30" C4TCH BASIN I i I I TG= 1164.72 FU TURE PROPOSED MEDICAL� AP SERVICE PONT OF CONNECTION -1160.45 � I ( APPROXIMATE LOCATION SHOWN. ` �8 m z / CONTRACTOR TO COORDINATE FINAL LOCATION IADDITION FAC/L/TY 24X24 c�TCH /�As�N oAND WORK SCOPE W/TH THE UT/L/TY PROV/DER TG=1165.40 m / PR/OR TO THE START OF WORK. w I I f8, 500 SF -21, 200 SF /NV -1162. 40 4 , w f to I C; ^' I FFE=1166.65 FFE=1166.65 .t30 LF 6" PVc o W I j :>, I ;,;; �,, c d C� V I I ®6.07. � w a � Y� I - 1R=1166.80 wI /NV 1159.10 65 LF 6" SOLID -WALL ,41V C.0 c � ®� I HDPE 1.09' MIN. 7R= 1166. \ _ / �, I a o� £X/S17NG WATER SERVICE TO BE ABANDONED d �i /NV==1161.00 a % m WATER DEPARTMENT TO CUT AND CAP EXISTING rH I a TRANSITION FROM PERF. A w WATER SERVICE AND REMOVE SERVICE TAP. I I �' HDPE TO SOLID -WALL HDPE FIRE DEPARTMENT CONNECTION 93 LF 12" DIA. I �- s• w WATER SERV/CE RUNNING UNDER RT 13 TO BE c I a 255 LF 6" PERF. HDPE RE.• MEP DRAW/NGS /`TOPE ® 0.259' _\ I �I� o E- ABANDONED IN PLACE. I UNDERDRAIN ® 1.09' MIN. " ss p� L..,.� ..®� ®,.. E- WATER SERVICE POINT OF CONNEC7iON c I 4' D/A. /NMH I L� I I m APPROXIMATE LOCATION SHOWN. lu=116472 / I ;� m VALVE � CONTPACTOR TO COORDINATE FINAL LOCATION /NV=1160.69 j _ _ / _ ; ..' - M I c ( AND WORK SCOPE WITH THE UTILITY PROVIDER c I j / PRIOR TO THE START OF WORK. Trri O v m STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. / � 6 D/P HYDRANT "'° / N / /I`2 5-12'' 1RD INLET/ LATERAL t PRIVATE F/RE HYDRANT I w v pip,. � I . F I o�� � \6" DIP C OMB/NE O rREI DETAIL A � WATER SERVICE WITH 4" PVC. E\���Qui TP. OF 2 51 ®4D/A. /NMH 4Du. /� o� E i 5. 5. z-41 �o�s /NV- 1160.96 0 §21 Z0 E / a dj `s?r ♦ ,g \ \ \ (( _ _ _ ._ F®1�'• D� ( i AI w �" �4co t 78 LF JBDa. 1f0 LF ldD HDPE SOPE ®O.25�HDPi - ® 0 25� I i Q0 \ �Q 19• \ � �' - � Qt ) i ♦ \\ I 23 1 � W / O I MONUMENT SIGN / ♦ \ ' r m I / REFER TO ELECTRICAL FOR / Z ROUT/NG OF SITE ELECTRIC 4' D/A. /NMH w m \ \ 30 x30' CATCH 84S/N TG=1165.22 4' D/A. /NMH �I TG= 1165.22 7G= 1165.40 y I / a c \ \ \ /NV=1161.16 /NV=1161.43 INV=1161.75cv IN, \ /cd a� / ♦ \\\ Ia E -I A c"I \ / oc;z / ♦ sT \\ �� wQj / W o \ -------- ---------------------5--- -te a 04 /V N \ w ♦ \ \�� (307.32') - \. om wI / w \ / co 307.15' � Z I O '-- " N 40'57'23 W o a \ �/ I I 3 ! \ ��C� \ \ O Aa (II JIxtn 11 / IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LK.TNSED PROFM04AL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN TfEAH BEARING THE SEAL OF A PROFESS04AL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 6 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERAWp AND A SPEOFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: N Utility Plan 5of15 SHEET No: 1308-21 JOB No: C-4.0 DRAWING No: / I] JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LK.TNSED PROFM04AL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN TfEAH BEARING THE SEAL OF A PROFESS04AL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 6 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERAWp AND A SPEOFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: N Utility Plan 5of15 SHEET No: 1308-21 JOB No: C-4.0 DRAWING No: / I] / KEY BOTANICAL NAME AC ACER X. FREE. "CELEBRATION" AR ACER RUBRIM "RED SUNSET" CK CALAMGROSTIS ACUT. "KARL FOESTER" GP GINKO BIL. "PRINCETON SENTRY" HS HEMEROCALLIS "STELLA D'ORO" JSG JUNIPERUS CHIN. "SEA GREEN" PS PANICUM VIRG.',SHENANDOAH" PH PENN!SETUM ALOP. "HAMELN" RA RHUS AROM, "GRO-LOW" LANDSCAPING SCHEDULE COMMON NAME CELEBRATION MAPLE RED SUNSET MAPLE KARL FOESTER REED GRASS PRINCETON SENTTRY GINKO STELLA WORO DAYLILY SEA GREEEN JUNIPER SHENANDOAH SWITCH GRASS HAMELN FOUNTAIN GRASS GRO-LOW SUMAC QUANTITY PLANTED SIZE I ROOT REMARKS 1 2-1/2" CAL. B & B 1 2-1/2" CAL. B & B 5 #3 CONT. CLUMP 1 2-1/2" CAL, B & B 24 #2 CONT, CLUMP 11 24" HT/SPR B & B 16 #3 CONT. SPILL SUMMARY 10 #3 CONT. N/A 19 18-24" SPR. HEAVY L __ RESTORATION AND LANDSCAPING 1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. 2. TOPSOIL -PLACE A MINIMUM OF 4 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING. 3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. 4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. Statistics Description Symbol Avg Max Min Max/Min Avg/Min 1" =30' DRAWN: PHASE I PARKING SUMMARY X 2.1 fc 5.4 fc 0.5 fc 10.8:1 4.2:1 09/20/21 REVISIONS PROPERTY LINE + 0.0 fc 0.1 fc 0.0 fc N/A N/A SPILL SUMMARY + 0.7 fc 5.7 fc 0.0 fc N/A N/A PHASE II PARKING SUMMARY X 2.1 fc 4.4 fc 0.4 fc 11.0:1 5.3:1 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Light Loss Per Lamp Factor Total Lamp Lumens Wattage Distribution 5 Llthonia Lightinc_ DSX1 LED P3 401 T5S MVOLT DSX1 LED P3 40K T5S MVC_T 1 13088 0.92 13088 102 TYPE VS, BUG RATING: B3 - UO - G1 A 7 B Lithonia Lightin DSX1 LED P3 401 BLC MVOLT DSX1 LED P3 40K BLC MVC_T 1 10309 0.92 10309 102 TYPE III, SHORT, BUG RATING: B1 - UO - G2 S3 Lithonia Lighting DSX1 LED P3 401 RCCO MVOLT DSX1 LED P3 40K RCCO MVOLT 1 7671 0.92 7671 102 TYPE IV, MEDIUM, BUG RATING: B1 - UO - G3 C LIGHTING NOTES 1. THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON 9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP. 2. THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS FOR ROUTING OF ELECTRIC TO SITE LIGHTING. 00.00.aa.00.00.00.00.00.aQ.aa.aa.00.00.00.00.00.0a.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.ob.00.00.00.00.00.00.00. 0.00.00.00.��0.00.00.00.00.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0/+n- 0.0 0.0 0.0 0.0 0.0 O. 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(COUNTY ROUTE 120C) LOCATION MAP N.T.S. SEED & MULCH SEED MIX SHALL BE TOWN & COUNTRY SEED MIX AS MANUFACTURED BY CROSSMAN SEED CORPORATION. SEED MIX SHALL CONSIST OF: 30% CREEPING RED FESCUE 20% GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PERENNIAL RYEGRASS 20% KEYSTONE 2 PERENNIAL RYEGRASS 10% KENTUCKY BLUEGRASS 98 / 85 SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED. MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRE r R IS A VIOLATION OF NEW YORK STATE EDUCATION UW ARTICLE 145, SECTION 7239 FOR ANY PERSON, UNLESS AGING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN DEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IF AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUO3 ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATKKJ. COPYRIGHT02021 MARATHON ENG IZ ADAM M. FISHEL , DRAWING TITLE: Lighting & Landscaping Plan 6of14 SHEET No: 1308-21 JOB No: C-5.0 DRAWING No: / JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION R IS A VIOLATION OF NEW YORK STATE EDUCATION UW ARTICLE 145, SECTION 7239 FOR ANY PERSON, UNLESS AGING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN DEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IF AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUO3 ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATKKJ. COPYRIGHT02021 MARATHON ENG IZ ADAM M. FISHEL , DRAWING TITLE: Lighting & Landscaping Plan 6of14 SHEET No: 1308-21 JOB No: C-5.0 DRAWING No: / FILL GAPS BETWEEN LOG AND 2" X 2" X 36" HARDWOOD SOIL SURFACE WITH ON-SITE STAKE ® 10' O.C. MATERIAL COMPACTED TO A HEIGHT OF NO MORE THAN %3 12" DIA. SILT SOCK THE LOG DIAMETER AREA `LTOBE PROTECTED WORK AREA + r P, , 12 MI'N..". NOTES. - 1. EXCAVATE A SHALLOW TRENCH AT THE TOE OF SLOPE SLIGHTLY BELOW BASEFLOW. 2. PLACE THE ROLLE IN THE TRENCH AND ANCHOR WITH 2"X 2" POSTS SPACED AT 10' O.C. J. SILT SOCK ALONG EDGE OF PAVEMENT CAN BE REMOVED UPON COMPLETION OF FINAL PAVING OPERATIONS. 4. USE FIL TREXX SIL TSOXX OR APPROVED EQUAL. EROSION CONTROL SILT SOCK 1 SCALE: N.T.S. (WITHIN NYSDOT R.O.W. ONLY) 10' END SECTION opt (�qR/Fsj END SECTION ROCK RIP RAP CONFORMING TO NYSDOT LIGHT STONE FILL PER NYSDOT STANDARD SPECIFICATION SECTION 733 INVERT NYSDOT ITEM 620.03 _ - THICKNESS SHALL BE EQUAL TO 2 TIMES THE DIAMETER OF THE LARGEST STONE (MIN. 12") SEPARATION FABRIC J S4O'°F NOTE: 1.) RCP END SECTIONS SHALL CONFORM TO NYSDOT SPEC. # 706-06 2.) HDPE PIPE END SECTIONS SHALL CONFORM TO NYSDOT SPEC. # 707-10 4 PIPE OUTLET PROTECTION SCALE: N.T.S TOP OF STONE ' CREST ELEVA11ON \-12" THICK LIGHT STONE FILL NYSDOT ITEM #733 NOTES: 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. 4. RIP -RAP SHALL BE GROUTED WITH LEAN GROUT SUCH THAT NO CAVITY OR VOID SHALL EXIST UNDER THE STONES 5. EXTEND GROUTED SPILLWAY DOWN THE INSIDE AND OUTSIDE OF THE POND. 4. CREST ELEVATION NOTED IN THIS DETAIL SHALL BE TOP OF STONE SPILLWAY ID WIDTH. W CREST ELEVA71ON 70P OF STONE INFILTRATION BASIN 10.0 FT 1164.00 ±1166.00 (:D EMERGENCY SPILLWAY OUTLET CONCRETE WASHOUT SIGN --� j BERM "I w 3:1 25' MIN = • .�iY �Y �Y �7�iY etY etY�iT �Y�iY�ill P�P�i7 �Y�iT Y� i7� -:YIZIMZZYM��Y;w •I•I•••I•I•,�•1•••,I�,I•�•,I•I•,1•� Y��Y�.Y .Ydill i7��T�.Y��Y�:Y �Y �Y��Y�•Y�*Y-�Y �Y �r � � �Y � � �Y �Y •Y �Y •T �Y •T �Y •Y �Y �Y 40I•I1�1•I•I.1.1.1•�•1.1• Y�•,,��Y_:.� Y 1.,,�•Y,.•Y�•Y ....... .,,�.-,,5.•Y��Y :Y :• Y..Y• .119 AIR A'19 jcY•.Y.. Y• Y• Y•I�I�.A. �.I�I�� Y� Y� Y_ � Y� Y� Y� Y� Y� Y- Y� Y�'Y� Y�•Y� Y�•Y 4:0,4ZA-4:6100A&APLAN VEHICLE TRACKING BERM • -• (SEE VTC • OR OTHER STABLE SURFACE COMPACTED BERM AROUND SLOPETHE PERIMETER 2% UNDISTURBED OR .3 COMPACTED SOIL • -• DETAIL) 1. CONTRACTOR • VERIFY SIZE REQUIREMENTSW ON W VOLUMES OF • WASHOUT. CONCRETE2. •UT SHOULD BE PLACED TO NOT ACCEPT SURFACE RUNOFF. 3. IF WATER DOES NOT-.-• . IS GREATER. OR SHALL REMOVE LIQUIDS AS REQUIRED BY THE LOCALAUTHORITY 4. PROVIDE MINIMUM AGGREGATE OF 10 MIL PLASTIC AS LINER. SECURE LINER TO PREVENT INFILTRATION & REPLACE AS NECESSARY FOR TEARS. ( D CONCRETE 1• AREA 1 + 50' MDL LENGTH MEAS REO ALM t OF CONSTRiICTtLPI ENTRANCE SEE NOTES I AND 21 HIGHWAY EDGE OF PAVEMENT APPLICATIDN NOTEse IMT ON - 24• TRANSITION QTfPJ - OUTSIDE EDGE WASHING ATEA 3(' MDL SEE NOTE 21_ OF TRAVEL LANE AWAh A. THE PINOSE OF A STABILIZED CONSTRHCIION ENTRANCE IS TO REDUCE OR ELIMINATE �i���E���N� r 6' CRUSHED STONE ( THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. ENGINEERING 111 { GRAVEL MDL ROCHESTER LOCATION �`-y 1r MRYIN. COVER R PIPE Tr ITYPJ NOTES: 39 CASCADE DRIVE 1. YODD'ICATIOIS MAY BE REOIPED TO MATCH FIELD CONDITIONS. GEOTEXI SS CLASS I \ L A W WARN AREA SHALL BE PROVIDED, ADDITIONAL GRADING WAY BE REOLDRED TO PROVIDEROCHESTER , N Y 14614 of dBAHT �L MAYE11IE REQIIREMENn WASHING AREAS.5 8 5- 4 5 8- 7 7 7 0 TRADE AS NECESSARY TO PROVIDE SMOOTH SAG ORIGINAL 3. PROPOSED DRAINAGE PIPES SHALL BE SHIED WITH RW'FICONT CAPACITY TO CARRY DITCH I T H A C A LOCATION VERTICAL CIBVE ALONG CONSTIKICTlON GRADE FLOWS U2• hl ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS MILAN ENTRANCE SEE NONE 4) DRAINAGE PIPE. Ir IF NECESSARY CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY SEE NOTE 3) AHE FAGDlE111 840 H A N S H A W RD, S T E 6 TYPICAL CONSTRUCTION ENTRANCE PROFILE 4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL CHI FOR PLACEMENT I T H A C A , N Y 1 4 8 5 0 ICUT AND DITCH SECTIONS) ) FVEr16OF 83 CRASHED STONE OR GRAVEL ENTRANCE MATERIAL IP TO THE EDGE O 6 0 7 - 2 4 1 - 2 9 1 7 HIGHWAY EDGE 5. DRAINAGE PIPES OVER 201 DIA. THAT ARE NOT BEHIND ROADSIDE BARRIER SHALL INCLUDE WWW , m a ra t h O n e n g. C O m OF PAVEMENT SAFETY END SECTIONS OR GRATING TO ENSIBBILITY. E TRAVERSA 50' )BIL LENGTH IEARIED ALONG ( OF CONSTRUCTION ENTRANCE SEE NOTES I AND 21OLITSIDE EDGERLAYOUT LDRIVEWAY OPENING PER TAPER METHOD OF LAYOUN FOR A MINOR COMMERCIAL SAIF SLOPE OF EL LANE DRIVEWAY ON STANDARD SLEET TITLED •DRIVEWAY BRAKE LAYOUT", Y4 TRANSITIONNTYPJ I T. OOFFTEINIONE T IONS AAYIDAARRD STH HEET TITLED "DRIVEWAY THE O WIDE I ESCOMMERCIAL Y CLASSJFICAnO1 ■ ` \ !L PERIODIC YABITENNICE MAY BE REQUIRED ADD COST OF THIS MAINTENANCE WILL BE 1 INCLUDED IN THE UNIT PRICE BID. 1J� O ` AREA FOR WASHING OPERATIONS AT TOP OF RAPE }- ISM NOTE 2) TYPICAL CONS1110N 0 11Nf� PROFILE W IL_ ca1 DRA O I I GEE�i NOTE WIDTH .� W n LTISIED STORE OR GRAVE] - SEE NOTE D NME < CEOTEXTILABI STRENGTHCCS II 1 1.5 1 1 ' 1 19 SLOPE ITYPJ 1 I 1 1 FILL MEETING THE RECIARElENTS . KENT G -D 1 1 i OF EIBAN(IENT MATERIAL ODIRECTION ON 6• GRADE TO U 1 AM RLDUF FLOW_ IN 0-ECTIONOR t 1 - SURFACE FLOW - 1 1 SEE TABLE t �\vn yyF� �-- -- --- ---- -- - -- - -= SEE MOTES x \ ! I t 1 1 t F 0 50 YIN LENGTH •L• MEASURED ALONG i of COlSTRNDLTIOII11911RANCE I BOTTOM OF DITCH I 1 1 SKEW ANGLE • 1 I cn cn TYPICAL CONSTRUCTION ENTRANCE SECTION cd 4 uj \ --1-j----------------- L` I 1 tt = O I 1 1 N i TEMPORARY SEED AND YILCH ' I O U I TABLE i STATE OF NEW YORK 15 : w 0 z RIMY SPEEDCONDITION - I DEPARTMENT OF TRANSPORTATION C) Q I 1 2 ALL SPEEDS - PROTECTED BY BARRIER I i 1 t 1 1 350 MPH L.CUSTOMARY STANDARD SHEET Z F- 1 1 d 9 l : SD MPH M ui V O n�i ie a CONSTRUCTION ENTRANCESARBIL r (� I N N ■ • m g J 1 1 APPROVED FFBRUARY 09, 201,0 ISSUIED UNDER EB 09-036 ui TYPICAL CONSTRUCTION ENTRANCE PLAN /S/ mm W. LET:, Pi- (CUT/DITCH AND FILL SECTIONS) FOR THE DEPUTY CHIEF ENGINEER 209-05 S + EFFECTIVE DATE: 09/02/2010 R Lu Lu W J Lu pa STABILIZED CONSTRUCTION ENTRANCE/EXIT z 3 0 LL O z O F- s NON -WOVEN NEEDLE PUNCHED GEOTEXTILE FABRIC BELOW STONE 2"-3 THICK LAYER OF SEE PLAN EARTH SLOPE WASHED 1 & 2 GRAVEL SEE PLANS w •• SEE. PLAN FOR BASIN DIMENSIONS AND SURFACE AREA ..... INFILTRATION ZONE ' : THE CONTRACTOR SHALL AVOID : ".. OVER -COMPACTION OF THIS AREA THROUGHOUT CONSTRUCTION 7 INFILTRATION BASIN 10' MAX. C. TO C. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) I 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. • ` HEIGHT OF FILTER = 16" ' MIN. 8" MIN. PERSPECTIVE VIEW / W 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 12 1/2 GAUGE W/ MAX. 6" MESH �I " SPACING) WITH FILTER CLOTH 20"MIN. FLOW f= EMBED FILTER CLOTH UNDISTURBED GROUND `� ; A MIN. OF 6" IN GROUND. -� 16"MIN. COMPACTED SOIL I 4" L--- - CONSTRUCTION SPECIFICATIONS SECTION VIEW 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL "T" OF "U" TYPE OF HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABLINKKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. ENVIRO-FENCE WITH INTEGRAL MESH IS ACCEPTABLE SUBSTITUTE. 5 SILT FENCE SCALE: N. T. S IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACIING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, M ALTER IN ANY WAY, AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVIVOR F AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE RTM THEIR SEAL AND THE NOTATION 'ALTERED Br FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Detail Sheet (1 of 4) 7of14 SHEET No: 1308-21 JOB No: C-6.0 DRAWING No. f JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACIING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, M ALTER IN ANY WAY, AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVIVOR F AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE RTM THEIR SEAL AND THE NOTATION 'ALTERED Br FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Detail Sheet (1 of 4) 7of14 SHEET No: 1308-21 JOB No: C-6.0 DRAWING No. f 5.6" TO 2.4" 50% - 65% OF 0.65" MIN. BASE DIAMETER 00000 0000000000 0.2"1/ 0000000000 // 0000000000 ! 0.9" to 1.4"_I DOME SPACING DOME SECTION DETECTABLE WARNING FIELD DETECTABLE WARNING FIELD FLARED SIDE (TYP.) SLOPE 1:10 N w o_ H! �!nii: i:?!UHHH! cn CURB 1 6" MIN.j FULL DEPTH 8" MAX. I 6'-0" I = 5'-0" MIN. _ I _ 6'-0" _ TRANS. FLUSH CURB TRANS. DETECTABLE WARNING FIELD I " I I \CL O 111 Z 1 /FT. _ � _ 1 -/FT. N SLOPESLOPE w . w ' En 2 -0" :i:u: ossa:::: 6" MIN.] 6'-0" SEE PLAN _ 6'-0" _ CURB 8 MAX. - TRANS. FLUSH CURB TRANS. NOTES: 1. SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM FINISHED TRANSVERSE TO RAMP. 2. REFER TO TYPICAL SIDEWALK DETAIL FOR MATERIAL SPECIFICATIONS. 3. DETECTABLE WARNING FIELD SHALL EXTEND THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. 4. DETECTABLE WARNING FIELD SHALL BE "DARK GREY" IN COLOR, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, OR AOBE. 5. DETECTABLE WARNING FIELD SHALL BE ADA SOLUTIONS WARNING SURFACE - 'CAST -IN-PLACE TACTILE REPLACEABLE' OR EQUAL. 1 ACCESS RAMP 1/2" NON -EXTRUDING JOINT FILLER V ' D. -- 5/8" DIAMETER 10" LONG SMOOTH DOWEL. GREASE ONE END, LOCATE 12" D T+ ° D ° FROM END OF SLAB & 18" O.C. p p D• D • ' ELASTOMERIC JOINT SEALER A> FIRST SLAB 1/2" PREFORMED JOINT FILLERsu p. -'lil'-"lil-'lil"lil"lil�iir- � p C�° � D. D D . 35 J zz Jz Z � D ° SECOND SLAB D/2� p.. n D 4w CONSTRUCTION JOINT r 1/3 SLAB THICKNESS p '° D I>. p.• p. D- p' A D 1/8" WIDE SAWCUT CONTROL/SCORE JOINT 1-Xz" y f� 6" Al\\N cm VAJ /J �='il Fi�i%�'} ��_i1 = F-- If. A. � -1-1/2- HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 403.198302 (TYPE 7) 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.O.T. ITEM No. 403.138902 (TYPE 3) 9" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEX11LE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER REGULAR DUTY PAVEMENT SECTION 5 NOTES: 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK f 1-7z" 6" cm V IJ it �•F11F`�'=ii ri k=Li IF-- IFS -1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 403.198302 (TYPE 7) 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.O.T. ITEM No. 403.138902 (TYPE 3) 12" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER HEAVY DUTY PAVEMENT SECTION 9 NOTES: 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK 5 0- w W N 6" - 4000 PSI CONCRETE 6" CRUSHED STONE SUBBASE NYS-DOT ITEM 304.14 TYPE 4 GEOTEXIILE FABRIC AS DIRECTED BY ENGINEER WELL COMPACTED SUBGRADE SECTION VIEW CONCRETE PAVEMENT NOTES: 1. ISOLATION JOINTS TO BE CONSTRUCTED AT BUILDING, CURBING, AND FIXED OBJECTS. 2. CONTROL JOINTS TO BE MADE EVERY 12 FEET ON CENTER. 3. THE LARGER DIMENSION OF ANY PANEL SHALL NOT EXCEED 125% OF THE SMALLER DIMENSION 4. SAW CUT CONTROL JOINTS TO 1/3 SLAB THICKNESS WITHIN 24 HOURS OF CONCRETE PLACEMENT. 5. ALL EXPOSED CONCRETE SURFACES TO RECEIVE A BROOM FINISH. 6. ALL EXPOSED CONCRETE TO RECEIVE TWO COATS OF MEMBRANE FORMING SEALER. 7. CONCRETE SHALL ACHIEVE 4000 PSI COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS. 8. CONCRETE SHALL HAVE AN AIR CONTENT OF 6.0 PERCENT f 1.5 PERCENT. 9. CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES. OCONCRETE PAVEMENT / `�J� 1'-0" X V-6" X 0.080 ALUM. RESERVED HANDICAPPED PARKING SIGN. PARKING SIGN TO READ " RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH NUTS & WASHERS 1'-0" x 0'-6" x 0.080 ALUM. HANDICAPPED PARKING SIGN. VAN SIGN TO READ "VAN ACCESSIBLE" ACCESSIBLE PLACE AT LOCATIONS SHOWN ON PLAN. BOLT TO STEEL TUBE WITH NUTS & WASHERS o a1 2" x 2" PERFORATED GALVANIZED SQUARE TUBING (12 GA.) L 6" DIA. STD. STEEL PIPE FILLED W/CONC. PAINT c TRAFFIC YELLOW M PAVEMENT OR GRADE LA NO IL� IP-mARKING, 1 0 ° 2" x 2" PERFORATED GALVANIZED SQUARE TUBING (12 GA.) o 6" DIA. STD. STEEL PIPE FILLED W/CONC. PAINT TRAFFIC YELLOW 6" TYP. qFF PI AN -1 � 5" CONCRETE 4" SUBBASE MATERIAL N.Y.S.D.O.T. ITEM No. 304.14 COMPACTED SUBGRADE SECTION VIEW 5/8" DIAMETER 10" LONG SMOOTH DOWEL GREASE ONE END, LOCATE 12" FROM END OF SLAB & 18" O.C. FIRST SLAB - ELASTOMERIC JOINT SEALER 1/8" SAWCUT 1/2" PREFORMED JOINT FILLER 1/3 SLAB THICKNESS i r '� SECOND SLAB I> .. p D p 4" . .6" p o I CONTROL/SCORE JOINT CONSTRUCTION JOINT NOTES: 1. CONCRETE SHALL BE 4000 PSI AIR -ENTRAINED MIX. 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS 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 AND AT LEAST EVERY 30' ALONG THE SIDEWALK. 4. CONSTRUCTION JOINTS WITH DOWELS SHALL BE PROVIDED AT SUBSEQUENT POURS. 5. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT. 6. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS -COORDINATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS. 7. SIDEWALKS SHALL HAVE A MINIMUM 0.5% AND MAXIMUM 2.0% CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE. CROSS SLOPE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRANCES. 8. 'SNAP -CAP' OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE OF EXPANSION JOINTS. 9. SEE CURBING DETAIL FOR DOWELING WHEN ADJACENT TO CONCRETE CURBING. (:D CONCRETE SIDEWALK MATCH ADJACENT CURB MIN. GRADE LINE 6" PAVEMENT OR GRADE SUBBASE COURSE SUBGRADE #6-14" LONG REBAR EACH WAY THROUGH PIPE T:• ��2,500 PS1 CONCRETE 9" 9"_ NO PARKING SIGN 3/8 " CAP SCREW (ZINC PLATED) SIGN FACE -7 3/8 " FLAT WASHER (ZINC PLATED) POST WITH NO PARKING, 2" DIA. ANYTIME SIGN (TYP. OF 3) END FLUSH CURB ALUMINUM PIPE START FLUSH CURB POST WITH RESERVED ACCESS RAMP WITH SECTION 3/8 " HEX NUT % SECTION PARKING SIGN, TYP. OF 6 DETECTABLE WARNING (ZINC PLATED) / L jL SECTION A - A FLUSH CURB!,.,_,., I „ ! SECTIONII SIDEWALK r 6w 6. 17 ''''''12" - !��45* %-4m SOL DWHITE PAVEMENT rA MARKING (TYP.)--,SEE PLAN 8'-0" I 8'-0" t 8'-0" I 8'-0" 1 8'-0" I 8'-0" I 8'-0" I 8'-0" t 8'-0" _ 72'-0" TYP. FOR RESERVED PARKING STALLS PARKING NOTE: ALL ACCESSIBLE PARKING AND ROUTES SHALL BE CONSTRUCTED CONSISTENT WITH THE MOST CURRENT ADA GUIDELINES. IN GENERAL ALL PARKING AND LOADING ZONES SHALL HAVE NO MORE THAN 2.0% SLOPE IN ANY DIRECTION. PRIOR TO PAVING CONTRACTOR SHALL VERIFY SLOPES AND REPORT ANY SLOPES GREATER THAN 2% TO THE ENGINEER. 10 RESERVED PARKING AND SIGNAGE SUBBASE COURSE •A ; v 00 SUBGRADE 00 I I _z #6-14" LONG REBAR i cy EACH WAY THROUGH PIPE 41 z 2,500 PS1 CONCRETE I- 9"_ 9 I �. 1 RESERVED PARKING SIGN LA NO IL� IP-mARKING, 1 0 ° 2" x 2" PERFORATED GALVANIZED SQUARE TUBING (12 GA.) o 6" DIA. STD. STEEL PIPE FILLED W/CONC. PAINT TRAFFIC YELLOW 6" TYP. qFF PI AN -1 � 5" CONCRETE 4" SUBBASE MATERIAL N.Y.S.D.O.T. ITEM No. 304.14 COMPACTED SUBGRADE SECTION VIEW 5/8" DIAMETER 10" LONG SMOOTH DOWEL GREASE ONE END, LOCATE 12" FROM END OF SLAB & 18" O.C. FIRST SLAB - ELASTOMERIC JOINT SEALER 1/8" SAWCUT 1/2" PREFORMED JOINT FILLER 1/3 SLAB THICKNESS i r '� SECOND SLAB I> .. p D p 4" . .6" p o I CONTROL/SCORE JOINT CONSTRUCTION JOINT NOTES: 1. CONCRETE SHALL BE 4000 PSI AIR -ENTRAINED MIX. 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS 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 AND AT LEAST EVERY 30' ALONG THE SIDEWALK. 4. CONSTRUCTION JOINTS WITH DOWELS SHALL BE PROVIDED AT SUBSEQUENT POURS. 5. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT. 6. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS -COORDINATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS. 7. SIDEWALKS SHALL HAVE A MINIMUM 0.5% AND MAXIMUM 2.0% CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE. CROSS SLOPE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRANCES. 8. 'SNAP -CAP' OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE OF EXPANSION JOINTS. 9. SEE CURBING DETAIL FOR DOWELING WHEN ADJACENT TO CONCRETE CURBING. (:D CONCRETE SIDEWALK MATCH ADJACENT CURB MIN. GRADE LINE 6" PAVEMENT OR GRADE SUBBASE COURSE SUBGRADE #6-14" LONG REBAR EACH WAY THROUGH PIPE T:• ��2,500 PS1 CONCRETE 9" 9"_ NO PARKING SIGN 3/8 " CAP SCREW (ZINC PLATED) SIGN FACE -7 3/8 " FLAT WASHER (ZINC PLATED) POST WITH NO PARKING, 2" DIA. ANYTIME SIGN (TYP. OF 3) END FLUSH CURB ALUMINUM PIPE START FLUSH CURB POST WITH RESERVED ACCESS RAMP WITH SECTION 3/8 " HEX NUT % SECTION PARKING SIGN, TYP. OF 6 DETECTABLE WARNING (ZINC PLATED) / L jL SECTION A - A FLUSH CURB!,.,_,., I „ ! SECTIONII SIDEWALK r 6w 6. 17 ''''''12" - !��45* %-4m SOL DWHITE PAVEMENT rA MARKING (TYP.)--,SEE PLAN 8'-0" I 8'-0" t 8'-0" I 8'-0" 1 8'-0" I 8'-0" I 8'-0" I 8'-0" t 8'-0" _ 72'-0" TYP. FOR RESERVED PARKING STALLS PARKING NOTE: ALL ACCESSIBLE PARKING AND ROUTES SHALL BE CONSTRUCTED CONSISTENT WITH THE MOST CURRENT ADA GUIDELINES. IN GENERAL ALL PARKING AND LOADING ZONES SHALL HAVE NO MORE THAN 2.0% SLOPE IN ANY DIRECTION. PRIOR TO PAVING CONTRACTOR SHALL VERIFY SLOPES AND REPORT ANY SLOPES GREATER THAN 2% TO THE ENGINEER. 10 RESERVED PARKING AND SIGNAGE WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH SECRETARY OF STATE PURSUANT TO SECTION ONE HUNDRED ONE OF THE EXECUTIVE LAW.(TYP.) OCURB TRANSITION Ci I ; v 4. 00 I I _z I i cy I� 41 15' �. 1 N 1 J 1" I, A 1 1 '.� WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH SECRETARY OF STATE PURSUANT TO SECTION ONE HUNDRED ONE OF THE EXECUTIVE LAW.(TYP.) OCURB TRANSITION Ci CAST -IN-PLACE OR FORMED CONC. CURB, 4,000 P.S.I. 9" AIR -ENTRAINED CONCRETE FINISH (RUBBED) CONIC in 8" #4 BAR EMBED 3" IN CURB TO A UNIFORM SURFACE R=3/4" EVERY 3. O.C. ALONG CURB SIDEWALK (SEE DETAIL) TACK -COAT FACE OF CURB ° Y.y 00 D. D•': •- SEE PAVEMENT SECTION I�I�IE n �e TTJI 1 -111 1 11 CRUSHED STONE OR DRY CONCRETE MIX LEVELING COURSE NOTES: 1. PROVIDE 7" REVEAL AT DROP INLETS 2. PROVIDE CONSTRUCTION JOINTS AT 20' INTERVALS AND EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED WITH PRE -MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT SEPARATION. 4 CONCRETE CURB -ASPHALTIC CONCRETE TOP COURSE, RE DETAIL 12" $" TOPSOIL I 0-0 (U), (q3U r A ASPHALTIC CONCRETE BINDER RE: DETAIL HAND FORM ASPHALT DIKE AS SHOWN STONE SUBBASE, RE: DETAIL NOTES: 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. 7 ASPHALT DIKE ASPHALTIC DIKE, RE: DETAIL- ; i 12" f STONE SUBBASE, RE: DETAIL NOTES: 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. (:D ASPHALT DIKE TRANSITION 3" X 10" PRESSURE TREATED TIMBER RAIL (CONTRACTOR SHALL HAVE MATERIAL 10"X10"PRESSURE APPROVED BY OWNER PRIOR TO INSTALLATION) It 1 . r1 � ° q i 3000 PSI CONCRETE 1 I 1� ''I I I _ I :A. - 18" 10't SEPARATION DISTANCE 11 TIMBER GUIDERAIL TREATED TIMBER POST •I• RECESS 5/8" CARRIAGE BOLT WITH WASHER AND HEX NUT R Ci A VIOLATION OF NEW YORK SPATE EDUCATION LAW ARTICLE IIS, SECTION 7209 FOR ANY PERSON, UNLESS AGEING UNDER THE DIRECTION OF A LICENSED PROFESSKXdAL ENGINEER OR LAND SURVEYOR, TO ALTER W ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. D AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER CQ LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION 'ALTERED BN FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DEScwPIION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG N ADAM M. FISHEL � � DRAWING TITLE: � Detail Sheet (2 of 4) 8of14 SHEET No: 1308-21 JOB No: C-6.1 DRAWING No: I ; v 4. I I _z I I� 41 15' �. 1 1,4 1 J 1" I, A 1 1 '.� 1 1. °. r_� h �. A CAST -IN-PLACE OR FORMED CONC. CURB, 4,000 P.S.I. 9" AIR -ENTRAINED CONCRETE FINISH (RUBBED) CONIC in 8" #4 BAR EMBED 3" IN CURB TO A UNIFORM SURFACE R=3/4" EVERY 3. O.C. ALONG CURB SIDEWALK (SEE DETAIL) TACK -COAT FACE OF CURB ° Y.y 00 D. D•': •- SEE PAVEMENT SECTION I�I�IE n �e TTJI 1 -111 1 11 CRUSHED STONE OR DRY CONCRETE MIX LEVELING COURSE NOTES: 1. PROVIDE 7" REVEAL AT DROP INLETS 2. PROVIDE CONSTRUCTION JOINTS AT 20' INTERVALS AND EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED WITH PRE -MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT SEPARATION. 4 CONCRETE CURB -ASPHALTIC CONCRETE TOP COURSE, RE DETAIL 12" $" TOPSOIL I 0-0 (U), (q3U r A ASPHALTIC CONCRETE BINDER RE: DETAIL HAND FORM ASPHALT DIKE AS SHOWN STONE SUBBASE, RE: DETAIL NOTES: 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. 7 ASPHALT DIKE ASPHALTIC DIKE, RE: DETAIL- ; i 12" f STONE SUBBASE, RE: DETAIL NOTES: 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. (:D ASPHALT DIKE TRANSITION 3" X 10" PRESSURE TREATED TIMBER RAIL (CONTRACTOR SHALL HAVE MATERIAL 10"X10"PRESSURE APPROVED BY OWNER PRIOR TO INSTALLATION) It 1 . r1 � ° q i 3000 PSI CONCRETE 1 I 1� ''I I I _ I :A. - 18" 10't SEPARATION DISTANCE 11 TIMBER GUIDERAIL TREATED TIMBER POST •I• RECESS 5/8" CARRIAGE BOLT WITH WASHER AND HEX NUT R Ci A VIOLATION OF NEW YORK SPATE EDUCATION LAW ARTICLE IIS, SECTION 7209 FOR ANY PERSON, UNLESS AGEING UNDER THE DIRECTION OF A LICENSED PROFESSKXdAL ENGINEER OR LAND SURVEYOR, TO ALTER W ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. D AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER CQ LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION 'ALTERED BN FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DEScwPIION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG N ADAM M. FISHEL � � DRAWING TITLE: � Detail Sheet (2 of 4) 8of14 SHEET No: 1308-21 JOB No: C-6.1 DRAWING No: J FIELD INLET I DROP INLET INLET FRAME & GRATE TO MEET N.Y.S.D.O.T. STANDARD SHEET 655-01 - GRATE - SIZE #6. FRAME SHALLI BE SET - 1" BELOW FINISHED FINISHED GRADE , PAV'T. I TYP• PAVEMENT SECTION rr i WELD BOTH U 7.. 3/8"0 TOP & BOTTOM ANGLE FRAME SIDES o ALL SIDES 3"x2 1/2"x 3/8" / v '� " =2 IzANCHOR (SEE DETAIL) "SUPPORTING"ANGLE 3/8 2"5x3 1/2 x1 /2REBAR ...... ... ... . KEYWAY ••• . . ' VARIES REINFORCEMENT SHALL BE #4 ... ••.. BARS 0 12" ON CENTER SEE PLANS n EACH WAY v'..'.. d ... . ANCHORv..... BACKFILL WITH #1 & #2 2"x3/16"x4" • • . WELD TO ANGLE �'.T Na.' CRUSHED STONE COMPACTED (4 REQ'D.) ... + — F IN 12 LIFTS ANCHOR DETAIL -. v p 4' PRECAST SECTION SHALL BE 6"0 OPENING 3 SIDES .'v."..' 4000 P.S.I. CONCRETE • • • . • • PROVIDE 4" PVC PERF' PIPE 18" LONG a ....v .. ..................... CAST -IN-PLACE CONC. ...... EPDXY GROUT INVERT TO DRAIN -� ''q (100% SOLIDS) j RECESS � I 4 . .Q �.::.� . a. 010 .. .......o.. 10 0 000 00 0o 00o cb = I 6" CRUSHED STONE 000 0 ()0 O00Ono n #1 & #2 SECTION VIEW NOTES: 1.) PRE -CAST INLET SECTIONS SHALL BE MANUFACTURED BY KISTNER, MODEL No. CB -24 (WITH KEYWAY) OR APPROVED EQUIVALENT. 2.) THE INSIDE & OUTSIDE WALLS OF INLET SHALL BE COATED WITH BITUMASTIC. ODROP/ FIELD INLET EJ CASTINGS OR APPROVED EQUIVALENT WATERTIGHT PICK HOLE 4" TOPSOIL -1 f COMMON BACKFILL PLACED AND \ COMPACTED IN 12" LIFTS SLOPED EXCAVATION AT - - - - - CONTRACTORS OPTION \\ PROVIDE SHEETING AS - - - NECESSARY TO MEET OSHA STANDARDS P. I INPAVFt1 PAvFn .. „. FOR PAVEMENT AREAS: TOPSOIL SEE "TYPICAL PAVEMENT SECTION" SYRACUSE CASTING # 4155, SEE PAVEMENT SECTION OR DPW 104-A, OR EQUAL BRASS SCREW PLUG IN I FLUSH WITH°VER FIN FINISHEDALLED GRADE / TREADED HUB (HS 67) M44IMN (NO SUBSTITUTES) _� ;liillliiil f l _ GRADE ENGINEERING i -III �— i ROCHESTER LOCATION SEWER39 CASCADE DRIVE 01v >-rj ROCHESTER, NY 14614 "ROB" _ C.O. �. 5 8 5- 4 5 8- 7 7 7 0 ROB BACKFILL PLACED AND COMMON t /- ITHACA LOCATION r'•' = "' COMPACTED IN 12" LIFTS BACKFILL 840 HANSHAW RD STE 6 := . . w - 11- BACKFILL WITH R.O.B. LETTERING 1" TO 3" 17" ���:� �;�'�; ITHACA , NY 1 4 8 5 0 -:•;„:rr; GRAVEL IN 12" LIFTS ON COVER CLEARANCE =: �:��'�: 6 0 7 - 2 4 1 - 2 9 1 7 COMPACTED ROB" SLOPED EXCAVATION AT cn =j ' CONTRACTORS OPTION - - - 4— - I COMPACTED FILL WWW.mdrdthOneng.COm .=;,,,:. TAMPED IN 6 LAYERS REQUIREMENTS. 5, - PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. DWV, PVC, FEMALE ADAPTOR, SPRING LINE - - - - - - i - ■ Y °o0 01 °oo UNIFORM MIXTURE OF NO. 1 IP THD X SOCKET PRO � a °AND NO. 2 CRUSHED STONE 5'-0" TO PROPOSED WALE O Oar °m o°9� I 1 ' >_ 12" PIPE _ _12" MIN. O.D. MIN. 11 STORM PIPE LATERAL RISER SCHEDULE 40 (ASTM D-2663) W FEQUIRED TRENCH WIDTH I� p0 Q�Q O pop - OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE Z 0o O op AS FOLLOWS: LL :I �o a. CLEAN DRY HUBS & SPIGOTS O �_,LLJ opp pp UNIFORM MIXTURE OF NO. 1 GLUED JOINT —� b. PRIMER APPLIED TO PARTS BEING CONNECTED. 00 AND NO. 2 CRUSHED STONE c. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER Opp op a z� p 4"-45' d. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 Q 00 0 o tO 00300 I 1/8 LONG SWEEP OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" C =III;, III=1' BEND STREET. ALL OUTSIDE DIMENSIONS. c SCHED8" 8" 6" X 6" WITH 4" PIPE REDUCING BRANCH (ASTM DUL2665) �---� MIN. O.D. MIN. 12" MIN. PLUG FOR TESTING, PLUMBING CONTRACTOR DWV PVC WYE GLUED JOINT -� r - - _ - - SHALL PROVIDE ADAPTER FOR CONNECTING49 A OSANITARY TRENCH I BACKFILL WITH SELECT FILL, COMPACT IN A MAXIMUM OF 8" LIFTS SLOPED EXCAVATION AT CONTRACTORS OPTION PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. CAST IRON MANHOLE FRAME AND COVER SET IN MORTAR BED WITH MORTAR FILLET ALL AROUND FINISHED GRADE SLOPE SLOPE BRICK OR PRECAST SPACERS N , FILL ALL AROUND WITH CONCRETE (MAX. 3 COURSES) EXCEPT IN PAVEMENT. COAT WITH •e 24" APPROVED BITUMASTIC COAL TAR REINFORCED PRECAST CONCRETE - - - = SEALER. FLAT COVER SLAB WITH 24" DIA. MANHOLE STEPS RISER AND COVER SLAB JOINTS AND ECCENTRIC MASONRY OPENING LIFT HOLES SHALL BE FILLED WITH NON -SHRINK GROUT AND SEALED WITH p 2 COATS OF APPROVED BITUMASTIC •d < COAL TAR SEALER BACKFILL SHALL BE SELECT MATERIAL IA (NYSDOT SPEC. 203-2.02) IF OUTSIDE ° PAVEMENT. IF IN PAVEMENT, BACKFILL d REINFORCED PRECAST CONCRETE SHALL BE CRUSHER RUN STONE_ DIAMETER VARIES RISER SECTIONS (ASTM C-478) (NYSDOT SPEC. 304-2.02, TYPE 2) - 4, SUPER "0" RING JOINT AND GASKETS J.e (ASTM C-443) -= PRECAST OR POURED CONCRETE MANHOLE BASE (ASTM C-478) COAT INSIDE AND OUTSIDE SURFACES WITH 2 COATS OF APPROVED BITUMASTIC PIPE - COAL TAR SEALER (ASTM D-450, TYPE B) 8" MIN. DIA. PIPE 1/2" PER FT. DIA' SEAL OPENING WITH FLEXIBLE RUBBER • " SLOPE _ WATERTIGHT PIPE CONNECTION " d• BRICK SEWER INVERT OR HALF PIPE 3000 PSI CONCRETE BENCH WALL • '`A d (ASTM C-32) . .1 w . .. �. 'I•- •. "� 14. Ls f- - 6" ` o� 6" MIN. #1 AND #2 CRUSHED STONE i�� (NYSDDT GRADATION TABLE 703-4) \j/��\j/�////%yj%/%�\ LEVELING BASE THOROUGHLY COMPACTED UNDISTURBED EARTH GRADE NOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. OSANITARY MANHOLE VALVE BOX TYPE 1 CRUSHED STONE FOR WIDTH OF TRENCH AROUND VALVE BOX GATE VALVE UNPAVED PAVEDASTM D-2665STUB AND EXTENSION INTO THE `-C > SCHEDULE 40 J•�y�/ : � BUILDING. CONSTRUCTION MANAGER SHALL AAft TOPSOIL--ISEE "TYPICAL PAVEMENT SECTION" (TEE'S NOT o o o I COORDINATE HORIZONTAL AND VERTICAL wo LOCATION BETWEEN CONTRACTORS PRIOR TO A STORM TRENCH ALLOWED) W I START OF SANITARY LATERAL INSTALLATION. SOLID PIPE - TO p o Mom 09% EL 0NN I FROM mUj W MAIN 0& BLDG. z cts — � Z III _IIIIII,;,III O � o��'��' �`--' s• + 1/2 O.D. � 0 Off• V -1 _ _ _ _ _ 0 0 0 0 0 coCn Z NEOPEN 0 RE LIJ Glued Joint GASKET Z ---I r- -COMPACTED CRUSHED - Min BACKFILL WITH SELECT FILL, 4" -SDR -21 Lateral STONE FILL M STONE ASTM D-2241 NO. 1 WASHED STONE O T- PUSH ON OR A MIX OF NO. 1LU NEOPRENE GASKET AND N0. 2 WASHED STONE V COMPACT IN A MAXIMUM OF 8" DEPTH = 1/2 OD + 12" MIN. LU LIFTS TO 2' BELOW ASPHALT PVC SANITARY CLEANOUT DETAIL - II z 00 0o SUBGRADE. TOP 2' BELOW 0000000000f 00 I o0 000 = ASPHALT SUBGRADE TO BE ITEM SCALE: N.T.S LU Uj 00000 L4 BAS MATERIAL, SEE TOWN SPECS W 0o00 i 0000 11 ROAD J 0 - WATER MAIN FRAME LID/ GRATE EJ UA -� CASTINGS #120319 -SOLID, U) UNIFORM MIXTURE OF NO. 1 FINISHED GRADE #00120309 -CATCH BASIN, OR `/ Q wp OLS FOR PAVEMENT AREAS: - AND NO. 2 CRUSHED STONE APPROVED EQUIVALENT. SYRACUSE CASTING # 4155, Z OR OPW 104-A, OR EQUAL BRASS SCREW PLUG IN O z o a:�. ° ` BRICK MORTAR, 3 COURSES - FRAME & COVER INSTALLED TREADED HUB (HS 67) O Oop W a0 p� p 0 O ECCENTRIC FLAT SLAB FLUSH WITH FINISHED GRADE TO BE DESIGNED ANDMAX. IF REQUIRED TO BRING (NO SUBSTITUTES) O 00 oC oo°p CONSTRUCTED FOR a ri COVER TO SPECIFIED GRADE. o_ V 8" PIPE 8" I H-20 HIGHWAY LOADING. 1° Q a ` u �6" + GRADE MIN. O.D. MIN. a 6" STORM 10 —� O a n MAX. PRECAST REINFORCED CONCRETE Z WATER TRENCH RISER SECTION, CONFORMING TO C.O. °` VARIES SEE PLANS A.S.T.M. C-478. i 6 � - O COAT INSIDE AND OUTSIDE SURFACESo °. WITH 2 COATS OF APPROVED BITUMASTIC c MANHOLE STEPS COAL TAR SEALER (ASTM D-450, TYPE B) '.e N U C• 1 41C - P PE DIA. +2" "O" RING A.S.T.M. 443 BACKFILL SHALL BE SELECT MATERIAL --1 1/2"/Fp (NYSDOT SPEC. 203-2.02) IF OUTSIDE PAVEMENT. IF IN PAVEMENT, BACKFILL SHALL BE CRUSHER RUN STONE p a • . ° n-•--�- PRECAST MANHOLE BASE (NYSDOT SPEC. 304-2.02, TYPE 2) Q `. + . u. a ° A A () 6" OF #1 & #2 STONE BEDDING UNDISTURBED EARTH NOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. I 5'-0" MIN. GRADE OSTORM MANHOLE 5.5' BURY HYDRANT TO BE INSTALLED w/4-1/2" NOZZLE O FACING THE ROADWAY OR AS REQUIRED BY LOCAL WATER AUTHORITY If CONCRETE THRUST BLOCK SOLID CONCRETE BLOCK LENGTH ALONG MAIN IS 2' (MIN) (MIN:4"x8"x16") NOTE: 1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. 2. VALVE SHALL NOT SUPPORT VALVE BOX. 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. 4. ALL VALVES SHALL BE OPEN LEFT UNLESS OTHERWISE DIRECTED BY THE WATER AUTHORITY 09 VALVE NOT TO SCALE WATER MAIN #1 WASHED STONE FOR WIDTH OF HYDRANT TRENCH SOLID CONCRETE BLOCK (MIN:8"x8"x 16") MJ ANCHOR TEE, 6" OUTLET -// \-6"x18" (MIN) ANCHOR PIPE SOLID CONCRETE BLOCK J 6" MJ GATE VALVE (MIN:4"x4"x8") - HYDRANT ASSEMBLY CLASS A LETTERING 1" TO 3" ON COVER CLEARANCE �.' '•' ' COMPACTED FILL TAMPED IN 6" LAYERS _R DWV, PVC, FEMALE ADAPTOR, IP THD X SOCKET 5'-0" TO PROPOSED WAL'C I LATERAL RISER SCHEDULE 40 (ASTM D-2665) OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: a. CLEAN DRY HUBS & SPIGOTS GLUED JOINT —►i b. PRIMER APPLIED TO PARTS BEING CONNECTED. c. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER 4"-45' d. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 1/8 LONG SWEEP OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" BEND STREET. ALL OUTSIDE DIMENSIONS. 6" X 6" WITH 4" SCHEDULE 40. REDUCING BRANCH (ASTM D-2665) 12" MIN. PLUG FOR TESTING, PLUMBING CON TRACTOR DWV PVC WYE GLUED JOINT -� r - - - - - ►{ SHALL PROVIDE ADAPTER FOR CONNECTING ASTM D -2665I TO STUB AND EXTENSION INTO THE SCHEDULE 40 = 1. BUILDING. CONSTRUCTION MANAGER SHALL (TEE'S NOT o o I COORDINATE HORIZONTAL AND VERTICAL ALLOWED) C v 0 LOCATION BETWEEN CONTRACTORS PRIOR TO � nQ. I START OF SANITARY LATERAL INSTALLATION. TO m Uj + I FROM MAIN c0i N � t BLDG. r -�-46' + 1/2 U.U. PUSH ON Glued Joint NEOPRENE COMPACTED CRUSHED GASKET STONE 4" -SDR -21 Lateral STONE FILL BEDDING ASTM D-2241 NO. 1 WASHED STONE STONE BEDDING PUSH ON OR A MIX OF NO. 1 NEOPRENE GASKET AND NO. 2 WASHED STONE DEPTH = 1/2 OD + 12" MIN. PVC STORM CLEANOUT DETAIL 8 SCALE: N.T.S R 6 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. E AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 6 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATIM AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL r DRAWING TITLE: Detail Sheet (3 of 4) N 9of14 SHEET No: C-6..2 1308-21 \ JOB No: DRAWING No: JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION R 6 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. E AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 6 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM THEIR SEAL AND THE NOTATION ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATIM AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL r DRAWING TITLE: Detail Sheet (3 of 4) N 9of14 SHEET No: C-6..2 1308-21 \ JOB No: DRAWING No: SEE LIGHTING SCHEDULE D o _ w _ rn w 41N SQUARE ALUMINUM POLE, in POWDER COATED BLACK GROUND LUG ON POLE ACCESS PANEL GROUNDING CLAMP ON CONDUIT OUTSIDE BASE 3/4" LEVELING NUTS 1" GROUT WITH 1" CHAMFER (4) 3/4"0 HOOKED ANCHOR BOLTS OR BOLTS AS REQ D. BY LIGHT POLE MANUFACTURER • I 1111 IIII z 1'ii— -sir;;- FINISHED GRADE lily 1111 0 W (° ii. aii j =III=1 I I= (4) #5 VERTICAL BARS #2 TIES ® 10"o.c. III �. tlli .•I__I, #8 COPPER CONDUIT TO GROUND ROD o T .+-,.—JL - M 3/4"x 8'-0" COPPER GROUND ROD oar . o aI°�/...° ��\vl o - v VOID TO REMAIN EMPTY #4 BARS ® 2'-0" O.C. 6" DIA. STL. POSTS FILLED 2' DOWN INTO CONC. FOOTING WITH CONCRETE AND DOMED RUNNER (TYP) 2 UP INTO CMU WALL L/6 L/3 L/3 L/6 ON TOP SEE BOLLARD DETAIL —L. � .a .�-•wv r 4'-0" LONG BAR CASING SPACER i- RJ DUCTILE IRON PIPE � ^ GROUT CONCRETE MASONRY UNIT (CMU) WALL SOLID WITH RJ DUCTILE IRON PIPE (MUST EXTEND 5' BEYOND CASING, BOTH SIDES) ■■ I STEEL CASING PIPE CASING SPACER (TYP) 3 PER LENGTH OF PIPE (MIN) - RUNNER (TYP) CARRIER PIPE CASING PIPE ) 4' O.C. 3' 1308-21 CONTENTS POTABLE WATER N/A NA DRAWN: AMF NOMINAL PIPE SIZE 6" 12" I AMF DATE: MATERIAL DUCTILE IRON PIPE (DIP) STEEL REVISIONS SPECIFICATION PER SPECIFICATIONS ASTM A-139 REVISION I GRADE OR CLASS PER SPECIFICATIONS (SEE NOTE 2) CASING RUNNER NOTES: 1.) CASING RUNNERS -SHALL BE FURNISHED, ASSEMBLED, AND INSTALLED BY JOINT RESTRAINED JOINT (RJ) WELDED THE CONTRACTOR DURING INSTALLATION OF THE WATER SERVICE IN THE COATING PER SPECIFICATIONS COAL TAR EPDXY 2.) CASING SLEEVE. CASING RUNNER BANDS AND ASSEMBLY HARDWARE SHALL BE STAINLESS METHOD OF INSTALLATION SEE CASING DETAIL JACK & BORE STEEL. BANDS SHALL BE A MINIMUM OF 14 GAUGE 304 STAINLESS STEEL. DUMPSTER �\ STEEL RISER SHALL BE HIGH GRADE 304 STAINLESS STEEL. MINIMUM 10 CASING ENDS NIA A AS DETAILED GAUGE THICKNESS AND SHALL BE FABRICATED TO SUPPORT THE CARRIER I SUPPORT SPACING 35 LENGTH N/A I PIPE AND ITS LIQUID LOAD. 5/8" O.D. GATE FRAME 3.) CASING SPACERS SHALL HAVE AMPLE RISER HEIGHT TO LIMIT VERTICAL MOVEMENT OF THE CARRIER PIPE WITHIN THE CASING PIPE. CASING PIPE NOTE: SHALL BE AS NOTED ON THIS PLAN OR SIZED SUCH THAT 1 INCH MINIMUM 1.) EXTEND RJ PIPE 5' (MIN) BEYOND END OF CASING PIPE, BOTH SIDES. CLEARANCE SHALL BE PROVIDED BETWEEN THE TOP RUNNER AND THE RESTRAINED JOINTS WITHIN CASING SHALL BE FIELD LOK 350 GASKETS OR INSIDE DIAMETER OF THE CASING PIPE. APPROVED EQUAL. 4.) RUNNERS SHALL BE A HIGH-PRESSURE MOLDED GLASS REINFORCED 2. STEEL CASING PIPE SHALL BE CONTINUOUSLY WELDED STEEL PIPE PER POLYMER WITH A MINIMUM COMPRESSIVE STRENGTH OF 18,000 PSI, 2 ASTM A-139 GRADE B WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI, INCHES IN WIDTH AND A MINIMUM OF 8 INCHES LONG, OR AS APPROVED A MINIMUM TENSILE STRENGTH OF 60,000 PSI, AND A MINIMUM WALL BY THE AUTHORITY HAVING JURISDICTION. THICKNESS OF % INCH. 5.) THE RUNNER SHALL BE ATTACHED TO THE BAND OR RISER BY % INCH 3.) CONTROLLED DENSITY FILL (CDF) SHALL BE K-KRETE (OR APPROVED WELDED STAINLESS STEEL STUDS AND LOCK NUTS, WHICH SHALL BE EQUAL) WITH A COMPRESSIVE STRENGTH OF 50 TO 100 PSI. FLY ASH OR RECESSED ADEQUATELY BELOW THE WEARING SURFACE ON THE RUNNER. OTHER POZZOLAN-CONTAINING MATERIALS ARE NOT ACCEPTABLE IN THE MIX 6.) THE BAND SECTION SHALL BE BOLTED TOGETHER WITH 304 STAINLESS DESIGN. THE CONSISTENCY SHALL BE SUITABLE FOR PUMPING OR FLOWING STEEL STUD, NUTS AND WASHERS. HARDWARE SHALL BE 9(r, INCH. INTO THE ANNULAR SPACE BETWEEN A CASING PIE AND CARRIER PIPE. FILL -7 A MINIMUM OF 3 CASING RUNNERS SHALL BE PROVIDED FOR EACH LENGTH PVC CONDUIT, POLE TO POLE, SIZE AS REQ'D. INTO CASING SPACE FROM ONE END OF CASING. PUMP UNTIL CDF IS OF CARRIER PIPE PLACED WITHIN THE CASING PIPE. SPACING SHALL NOT EVIDENT AT OTHER END OF CASING AND ALL VOIDS ARE FILLED. BE GREATER THAN 5 FEET. •24"0 4,000 PSI CONCRETE BASE; 4.) CONTRACTOR SHALL CONTACT ENGINEER IF AN ALTERNATE CASING PIPE RUB CONCRETE SMOOTH ABOVE GRADE SIZING IS REQUIRED BASED ON RUNNER SIZE AND SPECIFIED CLEARANCES. LL NOTES: (O 1. POLE BASE MAY BE PRECAST BLAKELANDS (LB24D) 2. LIGHT POLE MANUFACTURER TOL$UPPLY ANCHOR BOLTS, OUTSIDE BASE, AND BOLT PATTERN TEMPLATES. 3. IN PAVEMENT AREAS CONCRETE BASE SHALL EXTEND 24" MINIMUM ABOVE ASPHALT. IN PROTECTED LANDSCAPE AREAS (BEHIND CURB) BASES SHALL HAVE A MINIMUM OF 6" REVEAL ABOVE FINISHED GRADE. 4. BASES SHALL HAVE 2' MIN. HORIZONTAL SEPARATION FROM BACK OF CURB OR SIDEWALK UNLESS SPECIFICALLY CALLED OUT OTHERWISE ON THE PLANS. LIGHT BASE 1 d 4II PRUNE 1/3 OF CROWN BY THINNING AND SPACING BRANCHES. DO NOT CUT THE LEADER. FASTEN TRUNK TO STAKE WITH TREE RING OR RUBBER HOSE (INTERTWINED) #14 GA. -GALVANIZED WIRE, DOUBLE STRAND, TWIST TO TIGHTEN LOCATE ANCHOR STAKES 18" (MIN.) AWAY FROM TREE TRUNK, PARALLEL TO PREVAILING WIND. T -RAIL IRON STAKE OR WOODEN SUBSTITUTE. ANCHOR FIRMLY. KEEP FROM DAMAGING ROOTS OR ROOT BALL WHEN INSTALLING. CROWN OF ROOT BALL SHALL BE 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MiN. 3" %- COMPACTED DEPTH). OR CUT AND REMOVE BURLAP. IF TRADABLE WRAP IS VE COMPLETELY. HA. SOIL SAUCER AROUND -OPSOIL (MIN. 6" HT.). HED GRADE ARED PLANTING SOIL. 'ACTED SUBSOIL 12"TYP. DECIDUOUS PLANTINGS 4 SINGLE PLANTII OR CONTINUOUS B PREPARED PLANTING S( COMPACT SUBSOIL PREVENT SETTLING OWATER SERVICE CASING b MIN. OSHRUB PLANTINGS IIIIIII,IIIII,IIIIJj111J111111111 IIIIIIIII III ' :1 I: :1 1: •1 :�— —J• Lam_. --J: THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE SHRUBS SHALL BE SLIGHTLY HIGHER IN RELATION TO FINISHED GRADE THAN THEY WERE TO PREVIOUS EXISTING GRADE SHREDDED BARK MULCH (3" UNIFORM THICKNESS) CREATE SHALLOW SAUCER AROUND SHRUB WITH TOPSOIL (MIN. 6" HT.) FINISHED GRADE FOLD DOWN OR CUT & REMOVE TOP 1/3 OF BURLAP. IF NON -BIODEGRADABLE WRAP OR CONTAINER IS USED, REMOVE COMPLETELY NOTE: IN HEAVY, CLAY SOILS, FINISH PLANT CROWN OF BALL 3" ABOVE GRADE POTTED PLANTS OR ROOTED CUTTINGS - SPACING AS INDICATED IN PLANTING LIST (SEE LANDSCAPING PLAN) MULCH (MIN. 3") PREPARED PLANTING ' BACKFILL (MIN. 6") FINISHED GRADE 6" H OGROUND COVER PLANTINGS 3' _ _ 4' O.C. I _ 8' O.C. X CONCRETE _/ / / \ \ PAVEMENT DUMPSTER �\ i 2" O.D. PIPE FOR 1 5/8" DROP ROD o I i� \-STOCKADE PICKETS BOX HINGE (TYP.) _ 4' O.C. 3' 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION x DUMPSTER �\ 1 5/8" O.D. GATE FRAME olo 4" O.D. GATE POSTS SCH. 40 - #5 BARS ® 24" O.C. VERT. 8" CMU W/ HORIZONTAL REINFORCING ® 16" O.C. BRICK VENEER FINISH TO MATCH BUILDING. � r MAIM T a ENBINEERINGS ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com 0 "Y4" O.D. GATE LL Z POST GALV. STEEL U)m 0 _ O w = 1 1 1 1 1 1 1 a IIIIIIIIIIIII� CO) cn 1'-4" dam 4"-.- 10 O.C. O.C._ _ 10 O.C. _ 4" 4 22' _ I I I I I I mi PLAN VIEW =mm leAft I 0 cf) I• I I I I I .I 1 5/8 DROP ROD a I :::- ' : M co LOCKABLE INDUSTRIAL LATCH �I •;'i \-SEE CONCRETE L,LJ Z 10 WIDE DOUBLE GATESuA PAVEMENT DETAIL I-- . •.I rr" � O 14�-3500 4 THICK CRUSHED STONE SUBBASE 014 , Q PSI CONCRETE Cn Z FOOTING (TYP.) ® Lu J 11 II II ' Ill[ SIDE ELEVATION ___ac in M r~ II II I I I I II I II II I I I 1 II I 11 II I r I I II I 11 11 III I 11 I SEE CONCRETE II II I I I I II I II II I I I r 11 I PAVEMENT DETAIL = II II II II •_ 11 II I I r I II II I i.. ��i i'.�• f'� 'I r' �r t'' �I r�..1 . �.1 1 iii•;ii'`ii•;ii `i;•I�� o r' .. — r ' •I I. . I r : •I h I •. :'Ir I..:Ir 11.:Ir I it •. til I..:'• I . ~I I..:•1 I. z1 I..:•1 .f:•.I I'.•. 10" 4" THICK CRUSHED STONE SUBBASE FRONT ELEVATION 3500 PSI CONCRETE FOOTING (TYP.) DUMPSTER ENCLOSURE 3 3" MIN: -n FASTEN TRUNK TO STAKE WITH TREE RING OR RUBBER HOSE (INTERTWINED) #14 GA. -GALVANIZED WIRE, DOUBLE STRAND, TWIST TO TIGHTEN LOCATE ANCHOR STAKES 18" (MIN.) AWAY FROM TREE TRUNK, PARALLEL TO PREVAILING WIND. T -RAIL IRON STAKE OR WOODEN SUBSTITUTE. ANCHOR FIRMLY. KEEP FROM DAMAGING ROOTS OR ROOT BALL WHEN INSTALLING. CROWN OF ROOT BALL SHALL BE 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MIN. 3" COMPACTED DEPTH). FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP. IF NON -BIODEGRADABLE WRAP IS USED, REMOVE COMPLETELY. CREATE 6' DIA. SOIL SAUCER AROUND TREE WITH TOPSOIL (MIN. 6" HT.). FINISHED GRADE PREPARED PLANTING SOIL. -�— COMPACTED SUBSOIL 12"TYP. UNDISTURBED SOIL CONIFEROUS PLANTINGS 7 4" STEEL PIPE POST PAINTED Y FILL PIPE WITH 3,000 PSI CONC. Y AND CROWN TOP r = Y rn W) Y Y II .r t= �. Y • o :d 3,000 PSI CONCRETE i J co 6" NOTE: PROVIDE POLYETHYLENE COVER (COLOR BY OWNER) STEEL BOLLARD 8 IT 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7709 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SELL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR E AN ITEM BE110NG THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF 91Cii ALTERATION, AND A SPECIFIC DESCRIMON OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL / DRAWING TITLE: Detail Sheet (4 of 4 ) 10 of 14 SHEET No: 1308-21 \ JOB No: C-6.3 DRAWING No: JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION IT 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7709 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SELL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR E AN ITEM BE110NG THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF 91Cii ALTERATION, AND A SPECIFIC DESCRIMON OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG ADAM M. FISHEL / DRAWING TITLE: Detail Sheet (4 of 4 ) 10 of 14 SHEET No: 1308-21 \ JOB No: C-6.3 DRAWING No: a.] � r ANUM ENGINEERING 0 30 60 v ROCHESTER LOCATION p , , :Iw ,.;ut;Y<:s ,::: r ® s`r�oy 39 CASCADE DRIVE , ROCHESTER, NY 14614 I to I'~ SCALE PROJECT 5 8 THACA LOCATION 7 0 >~ ' Roza Ira I pq SITE X00 1 _ ��. 1 840 HANSHAW RD, STE 6 q�wQ I I x I � \�a,�'�� ITHACA, NY 14850 a .94,LT�LiE s g I� I /ova �o�Q �O� m 6 0 7- 2 4 1 - 2 9 1 7 as �Yd a I / I K �y5 www.marathoneng.com a�rr asv► six °' I / m O �s /213 996 _.— —_— d -d AMT D Of Z O 0 I FUTURE PROPOSED MED/CAL l i l m Z STAR RD. I ADDITION FA C/L /TY (COUNTY ROUTE 120C) O m� �.. 6-- f8, 500 SF 1-21,200 SF I FFE=1166.65_ FFE=1166.65 / p I ' Wig U) co ' [ FIRE' TRUCK TURN/NG " I MOVEMENT LOCATION MAPLA U I I I o N.T.S. � I I -J MJ C) m aC) U) coa CIO CQI� hMIM M1 M E L/ � c� / Z „t0. I / per.'., LU FW— =) V I lk x a� ♦ I / `•9z I '49°4 ♦ / a is \ / E N U \ �z e / \ m \ o v N 01i”, '` 2 T al /�I �\ �O i 0CIM U Cn Z e F �z Z;00 Uj � MCA�w Uj O A /W > LIJ "I �w (307.32') V, \ 307.15, u Nle i i /®� I / x I > N 40'67 29 Tf PE a co0:0Q Z \ o Qa I O Q "A 00 E—ONE Heavy Walk—In Rescue O FIRE TRUCK TURNING MOVEMENT (PHASE 1) Overall Len fh 8.333fft U Overall wdf� 8.333ft Overall Body Height 11.000ft O 1 Min Body �round9 Clearance 1 393ft Track Width 8.333ft SCALE: 1"=40' __ Lock—to—lock time 6.00s Z Max Wheel Angle 45.00' O 0 Dam o a I ZMa WAvd %a .29.97 - d -d AMT _'y 1 '- i I / 4pj�p`o' ________ i T� I I$ 11110 C 3"R / q� �� - FUTURE PROPOSED MED/CAL I / ��7/_ / N� ADDITION FACILITY mV / (8,500 SF (21,200 SF \C R3 --- FFE=1166.65 FFE=1166.65CV / \ / " C t-° c -.9 / / o ♦wee FIRE TRUCK TURN/NG / C MOVEMENT I I o ooil\+ r.;3 s CIO CS /0 Now g IL II / /z Cb ifgi E- / •c0. 307.32' _ g $ g / \ ` 307.15' N 40.57'29 R E- 041. 0a FIRE TRUCK TURNING MOVEMENT (PHASE 2) 2 SCALE: 1"=40' FIRE TRUCK TEMPLATE 3 SCALE: 1 "=20' IT 15 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS AC11NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BLARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL 1= TO THE BBA THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SIKH ALTERATION, AND A SPEOH[ DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Truck Turn Plan 11 of 14 SHEET No: C-7.0 1308-21 JOB No: DRAWING No: / JOB NO: 1308-21 SCALE: , AS NOTED DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION IT 15 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS AC11NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BLARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 5 ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL 1= TO THE BBA THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SIKH ALTERATION, AND A SPEOH[ DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Truck Turn Plan 11 of 14 SHEET No: C-7.0 1308-21 JOB No: DRAWING No: / 11 GENERAL PLAN NOTES 8. OUAL/TY CONTROL OF ASPHALT CONCRETE SHALL MEET THE NYSDOT EXCA IIA T/ON SUPPORT SYSTEM REOU/REMENTS REQUIREMENTS OF SECT/ON 402 OF THE STANDARD SPECIFICATIONS 1. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED ANY EXCAVAT/ONS 5 FEET OR MORE /N DEPTH SHALL UTILIZE A SHIELDS DEPTHS. AND SHORING OR SHEET/NG SYSTEM WH/CH PROVIDES DIRECT CONTACT AND 2. ROADS/DE DRA INA GE TO BE MA/NTA/NED AT ALL T/MES. SUPPORT OF THE EXCAVATION SIDES. THE SYSTEM SHALL ACCOMMODATE 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PR/OR APPROVAL /S GIVEN ANY ASSOCIATED SURCHARGE LOADS AND SHALL BE SUBMITTED TO 0 30 J. MATER/ALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR BY THE DEPARTMENT. ADDITIONAL MAINTENANCE AND PROTECT/ON OF NYSDOT'S REGIONAL GEOTECHNICAL ENG/NEER FOR REV/EW AND APPROVAL '.�, 6 PARKED W1 THIN THE NEW YORK STATE RIGHT-OF-WAY. TRAFFIC WILL BE REOU/RED INCLUDING THE ADDITION OF REFLECT/VE PR/OR TO PERMIT ISSUANCE. ` MATER/ALS AND LIGHT/NG. SCALE 4. MAINTENANCE AND PROTECT/ON OF TRAFFIC MUST COMPLY WITH THE A SLOP/NG (LAYBACK) OPT/ON WILL NOT BE ALLOWED. CURRENT NATIONAL MUTCD WITH NYS SUPPLEMENT, SECT/ON 619 OF 10. HAZARDOUS WASTE NOTIFICATION - THE PERM/TTEE ACCEPTS THE THE CURRNTN NYSDOT STANDARD SPEC/F/CAT/ONS, THESE PLANS, AND RIGHT-OF-WAY OF THE STATE HIGHWAY /N /T'S AS /S CONDITION. THE SHIELDS AND SHORING OR SHEETING SYSTEM REOU/REMENTS DO NOT AS ORDERED BY THE ASSISTANT RES/DENT ENG/NEER. ON A NYSDOT DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO PERTAIN TO TEST PITS WH/CH ARE 18" OR LESS /N DIAMETER. CONSTRUCT/ON PROJECT, MAINTENANCE AND PROTECT/ON OF TRAFFIC THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, FEATURES OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NYSDOT'S MUST COMPLY WITH THESE PLANS AND BE /At ACCORDANCE WITH THE SIM/LAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERMITTED REGIONAL GEOTECHNICAL ENG/NEER DETAILS ASSOCIATED WITH THE/R NYSDOT CONTRACT DOCUMENTS AS DEEMED NECESSARY BY THE HEREUNDER. SHOULD THE PERM/TTEE FIND SOME PREVIOUSLY UNKNOWN INTENDED SHEET/NG/SHOR/NG SYSTEM /F REOU/RED. PR/OR TO THE START ENG/NEER-/N-CHARGE. IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION OF WORK WITHIN NYSDOT RIGHT-OF-WAY REOU/R/NG SUCH SHALL HAVE NO DBL/GAT/ON TO CURE, REMOVE, ' REMEDY OR OTHERW/SE 5. NOT/FY THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S DEAL WITH SUCH PREVIOUSLY UNKNOWN /MPED/MENTS: THE DEPARTMENT SHEET/NG/SHOP/NG, THE CONTRACTOR SHALL RECE/VE APPROVAL FROM RESIDENT ENG/NEER AT THE APPLICABLE RESIDENCY, THREE (3) WORK WILL PERMIT THE PERMITTEE TO REMOVE, MOD/FY OR OTHERWISE DEAL NYSDOT'S REGIONAL GEOTECHNICAL ENG/NEER. DAYS PRIOR TO WORK/NG WITHIN THE STATE R/GHT-OF-WAY. WITH SUCH UNDERGROUND TANKS, STRUCTURES, FEATURES OR EARTHWORK. - IMPEDIMENT /F SUCH /S DONE /N A MANNER WH/CH MEETS ACCEPTABLE 6. NOT/FY DIG SAFELY NEW YORK THREE (3) WORK/NG DAYS PR/OR TO ENG/NEER/NG PRACTICE AND /S PRE -APPROVED BY THE DEPARTMENT OF PERFORM EXCAVATION & BACKFILL DSPWITHIN NYSDOT RIGHT-OF-WAY 2 Y ( NYSDOT NOTES. - DIGGING, DRILLING OR PLAST/NG AT 1-800-962-7962, FOR A UT/L/TY TRANSPORTATION SHOULD THE PERM/TTEE DETERM/NE THAT SUCH ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECT/ON 200 (TYP.J STAKE -OUT. UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS THE PERM/TEE'S 1. REFER TO SHEETS C-7.1 & C-7.2 FOR WORK AS AUTHOR/OED BY THIS PERMIT UNFEASIBLE, THE PERM/TTEE NYSDOT TOPSOIL: MAINTENANCE AND PROTECT/ON OF TRAFFIC, 7. ALL WORK CONTEMPLATED AND MATER/ALS USED WITHIN THE NEW YORK SHALL HAVE THE OPT/ON OF RESTORING THE HIGHWAY TO ITS ORIGINAL TOPSOIL PLACED WITHIN NYSDOT RIGHT-OF-WAY SHALL CONFORM TO 2. THE POSTED SPEED LIMIT OF NYS ROUTE 79 ALONG STATE RIGHT-OF-WAY SHALL BE COVERED BY AND /N CONFORM/TY WITH CONDITION AND NOT PERFORM/NG SUCH WORK. NYSDOT /TEM 610.14X. THE PROPERTY FRONTAGE /S 45 MPH. THE NYS DEPARTMENT OF TRANSPORTATION MAY O1, 2008 3. THE CONTRACTOR SHALL REFER TO NYSDOT STANDARD SPEC/F/CAT/ONS BOOK AND ANY SUBSEQUENT ADDENDA ALONG WITH 11. OPEN/NG CUTT/NG OF THE ROADWAY SHALL, NOT BE ALLOWED UNLESS ESTABLISH TURF SHEETS 608-03 FOR DRIVEWAY CONSTRUCT/ON ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION PERM/SS/ON /S GRANTED /N WRITING, BY THE REGIONAL TRAFFIC TURF ESTABLISHMENT WITHIN NYSDOT RIGHT-OF-WAY SHALL DETAILS WITHIN THE N1�'DOT RIGHT-OF-WAY STANDARD SHEETS, EXCEPT AS MODIFIED /N THESE PLANS AND /N THE ENG/NEER. CONFORM TO NYSDOT ITEM 610.1602. 4. NO EXCAVATIONS SHALL BE LEFT OPEN OVER NIGHT ITEMIZED PROPOSAL. METRIC UN/TS MAY BE CONVERTED TO ENGLISHPAVEMENT MARK/NGS WITHIN NYSDOT RIGHT-OF-WAY ALL PAVEMENT MARK/NGS WITHIN NYSDOT RIGHT OF WAY SHALL BE PER NYSDOT STANDARD SPECIFICATIONS 685. ' E -Z CAR WASH REFERENCE MAP: 1.L1 LANDS OF ROBERT C. SAN JULE &MARIA SAN JULE... r / I MADE BY GARY BRUCE DAVISON, LS. DATED AUG. 23, 2011 .Y..•. i T1- T, - SANITARY SEWER , ' , ' b SANITARY SEWER +' MANHOLEHIG MANHOLE RIM ELEV.: 1168.9' PER RIM ELEV.: 1166.8' -i FOUND R.R. CURB STOP INVERT ELEV.: 1156.6' -El SPIKE ' O WATER VALVE LATERAL IN FROM N SP (INACC MANHOLE SPIKE `, • * : , .« (g�M :. ; ELEV.: 1159.1' LIMITS ET 45 MPH • I R R SPIKE T -INTERSECTION 279.E-4' •�. ' SIGN �- S 51'23'35" W / SIGN HIGHWAY BOUNDS CURB / CURB TO FAIRFIELD DRIVE SOLID WHITE FOG LINE DROP INLET RIM ELEV.: 1168.3' DROP INLET RIM ELEV.: 1167.9 -\ b SOLID WHITE FOG LINE BOTTOM OF DRY WELL ELEV.: 1161.5 BOTTOM OF DRY WELL ELEV.: 1161.6 INV. ELEV.: 1163.3' 24" DIA. CULV. TO EAST INV. ELEV.: 1163.3' 24" DIA. CULV. TO WEST DASHED WHITE LANE LINE - DOUBLE SOLID YELLOW LANE DIVISION LINES.�����������������������������������x������•DOUBLE SOLID YELLOW LANE DIVISION LINES TOMPKINS STREET EXTENSION N STATE ROUTE 13 - �- DASHED WHITE LANE LINE - O` SOLID WHITE FOG LINE i SOLID WHITE FOG LINE CURB ` �i ek / CURB 0/H E/T/TV 0/H E/T/TV .- O/H E/T/TV / SANITARY SEWER MANHOLE RIM ELEV.: 1167.9' INVERT ELEV.: 1158.0' (D DRIVEWAY LAYOUT PLAN SCALE. 1"=20' n S 51'23'35" W 1 / I I I i /7 / ly /® ---- . / 2 DRIVEWAY GRADING AND UTILITY PLAN SCALE. 1"=30' Il, SANITARY SEWER MANHOLE RIM ELEV.: 1165.4' INVERT ELEV.: 1159.4' 157171111111111 I I I PROJECT SITE �5) �y9 _ C m z 0 0 v m STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. � r MARA neulv ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com e Y O Lu u- 0 Lu ;E �A F - Q M/ coc cW0 U) 0514 V- Lu UJ z Z) O L 00 ® UJmin z� uj O > IL V- U uj Lu AWL W U) LLI J ee■ -J 0 z F- O O O JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION FF IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 115, SECTION 71119 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN DFM BFARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR F AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION *ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION CIF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Driveway Plan 12 of 14 SHEET No: 1308-21 JOB No: N C-8.0 DRAWING No: P0 v Izi h qj Lo w O W Q qj C) 4- 0 0 O v 3 N\ O L y W Q O ^Q) rrQ) vJ Xzl 3 0 N O q) 7 LZ .Q .0 W P, m J_ Wm Lr' Mi m� N a z=� a H 1, 11 WW¢ WW u ." + GENERAL NOTES 1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD, REFLECT THE MINIMUM REQUIREMENTS. 2. THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCFE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY 00) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. ACTIVITY AREA 1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500' LONGITUDINAL DISTANCE BETWEEN CONSTRICTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE CONTRACTOR SHALL ENSURE THERE ARE D CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK AREAS. SIGNS 1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. 2. ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH COFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS CONTRACT. 3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LIRE OF SIGHT. 4. ALL WARNING AND REGULATORY SIGNS SHALL BE POSED ON BOTH SIDES OF MULTI -LANE DIVIDED HIGHWAYS, MULTI -LANE RAMPS, AND ONE-WAY STREETS. IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. S. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE TYPE BRACKET. LAYING THE SIGN DOWN IN A HORIZONTAL POSITION IS NOT PERMITTED. 6. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCO. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE. 7. NYRS-12 MAY BE USED IN PLACE OF NYR9-11, CHANNELIZING DEVICES 1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAVELED WAY. PLELIC ACCESS 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. LANE CLOSURES 1. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBILITY, I.E. BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE -OPENED AT ANY TIME IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT LIMITS. LANE WIDTHS 1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE TRAVEI LANES SHALL BE AS FOLLOWS: FREEWAYS AD/OR EXPRESSWAYS IS I1'. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'. 2. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER. A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE O PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MANNER. BARRIER/SHADOW VEHICLES 1. BARRIER AND SHADOW VEHICLES MALL BE REQUIRED AS PER STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'. 2. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN THE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE), 3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK ZONE, TO BE INCLUDED IN THE UNIT BID PRICE FOR BASIC WORK ZONE TRAFFIC CONTROL. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN WORK ZONE TRAFFIC CONTROL SIGN TABLE COLOR SIO( SIGN DESIGNATION COLOR CODE CONVENTIONAL ROAD EXPRESSWAY FREEWAY ROAD E5-1 C ------- 72"X60" 72"X60" Q G20-1 A 36"X18" 48"X24" 48"X24" �w:uN G20-2 A 36"X18" 48"X24" 48"X24" F . r G20-4 A 36"718" ------- ------- O G20-5aP A 24"X18" 36"X24" 36"X24" XX AI1-1 G I OR X2IGITS 36"X36" 36"X36" XX MI -It G 3 DIGITS 30"X24" 45"X36" 459X36" X X M1-4 8 1 24 X2gIGIT3 36"X36" 369(36" XXX MI -0 8 3 DIGITS 45"X36" 45"X36" NORTH M3-1 609(609(60" OF TRAFFIC ICON PATH (25 KPH) (30 KPH) R5 MPH) (40 KPH) (45 KPH) (50 MPH) (55 MPH) (60 MPH) (65 MPH) EAST M3-2 SEE L°T XX R2-1 B SOUTH M3-3 NOTE 3 24"X12" 36"X18" 369(18" WEST M3-4 350 1 A ARROW PANEL UE. EQIPMENT, MATERIALS, REQUIRED3 REQUIRED' O-TIONAL2 OPTIONt.? DETOOR M4 -B A 249X12" 36"X18" 36"X18" ERD DErouR M4 -8a A 24"X18" 24"X18" 24"X18" DETOUR NO WORKERS EXPOSED 8 ZONE SPEED R2-12 8 (DE IDE . M4 -9L M4 -9R A 30"X24" 489(36" 489(36" 630 ( TIM ARROW PANEL TRAILER OR SUPPORT xo , R4-1 B DSR 369(48" 36"X48" PASS SHOULDER CLOSURE NON -TRAVERSABLE HAZARD I I1 �. 1F DSR 114-9a A 30•X24" 30"X24" ------- DE OUR 36948" 36"X48" 840 R4 -Tc B A 011 jR M4-9b A 309(24" 309(24" ------ a] SIw1A0ER NO WORKERS EXPOSED A R4-8 8 DS,aa,R M4-9c A 309(24" 30"X24" B bl _ETOURI M4 -IOL W8-24 ® NARROW 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYI-A ASSUMES THERE IS D POSITIVE PROTECTION DETOUR M4 -MOR A 489(18" 489(18" 48"X18" QQ MI5 -1 NOTE 3 21115" 30"X21" 30121" ®�' 2 NOTE SEE O EE 3 21"X15" 30"X21" 309(21" 369(1 B" M6-1 ------ ""`""E" CLOSED R9-9 B n�� na MG2 --- ]NExNA aoxD R9 -IOL 369(36" QMI 48"X48" SEE NOTE 3 21915" 30"X21" 30"X21" a M6-4 411-1St. 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE 369(36" PRECONSTRUCTION Lnj xX NYM3-1 B 24"X24" 36"X36" 36"X36" IXXX NYM3-2 B 309(24" 45"X36" 45"X36" XX NYM3-3 B 309(24" 45"X36" 45"X36" BARRIER/SHADOW VEHICLES 1. BARRIER AND SHADOW VEHICLES MALL BE REQUIRED AS PER STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'. 2. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN THE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE), 3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK ZONE, TO BE INCLUDED IN THE UNIT BID PRICE FOR BASIC WORK ZONE TRAFFIC CONTROL. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY COLOR DESIGNATION CODE ROAD DATE: TAPER LENGTH FOR TEMPORARY LAFr6E " ,DW x,IN sNTNA NYR9-11 8 249(42" 48"X84" 48"X84" FNus s,aaxN N ,w zows' NYR9-12 8 24"X36" 36"X54" 48"X72" sTs NYW4-17 A 36"X36" 489(48" 489(48" NET PAINT NYW8-30 A 489X24" 48124" 489(24" "TAY N LANE NYNB-31 A 489(24" 489(24" 489(24" °i400T I PASS NY118-32 A 48"X24" 439X24" 489X24" LANs I aosED NYW8-33 A 489X14" 499X24" 489(24" 1 • R)-1 D 369(36" 369X36" 48948" LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT R1-2 E 369(36136" 48148948" 609(609(60" OF TRAFFIC ICON PATH (25 KPH) (30 KPH) R5 MPH) (40 KPH) (45 KPH) (50 MPH) (55 MPH) (60 MPH) (65 MPH) 24"X30" SYMBOL DESCRIPTION L°T XX R2-1 B 30 X36" 369(48" 36"X48" LANE CLOSURE NON -TRAVERSABLE HAZARD 5 (SEE NOTE 5) 325 350 1 A ARROW PANEL UE. EQIPMENT, MATERIALS, REQUIRED3 REQUIRED' O-TIONAL2 OPTIONt.? 6 65 90 125 160 270 300 330 360 390 ZONE R2-11 B 249(30" 369(48" 369(48" END 490 ARROW PANEL, CAUTION MODE NO WORKERS EXPOSED 8 ZONE SPEED R2-12 8 249(36" 369(54" 36"X54" LIMIT 95 135 185 240 405 450 495 540 585 630 ( TIM ARROW PANEL TRAILER OR SUPPORT xo , R4-1 B 249(30" 369(48" 36"X48" PASS SHOULDER CLOSURE NON -TRAVERSABLE HAZARD I I1 115 165 225 295 495 550 605 660 715 770 I 1 H R4-7 B 24"X30" 36948" 36"X48" 840 R4 -Tc B 189(30" QWO -1 7p A NARROW 3D"X24" 309(24" SIw1A0ER NO WORKERS EXPOSED A R4-8 8 24'X30" 36X48= 36°X48= �, R4 -8c B 189(30" s¢a "r vmriT W8-24 ® NARROW 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYI-A ASSUMES THERE IS D POSITIVE PROTECTION 48'X48' MsrIN LANE R4-9 8 249(30" 369(48" 36"X48" J R5-1 E 369(36" 36136" 489(48" PEDESTRIAN c""ssNux R9-8 B 369(1 B" 36118" ------ ""`""E" CLOSED R9-9 B 24"X12" 249(12" --- ]NExNA aoxD R9 -IOL 369(36" ------- 48"X48" MPH wuux a Dsrn wE�~ R9-1 OR B 249(12" 249(12' 411-1St. 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE 369(36" PRECONSTRUCTION ------- TEMPORARY CONCRETE BARRIER 831 11:1 R9 -11L B 24918" 24118" FLAGGER AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIDTH. IF THE WORK SPACE MOVES WITHIN R9-liR POSED DISTANCE BOX BEAM DR HEAVY POST CORRUGATED BEAM I 7s1 1 9:1 11:1 1231 15x11 BLASTING nrosr �Exe R9 -110L B 24112" 249(12" - - - N R9-IIoR a5 155 FT. Nov 0 R10-6 B 24136" 24"X36" --- ROAD CLOSED R11-2 B 48130" 4'"X30" 489(30" -- STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL GENERAL NOTES APPROVED SEPTEMBER 18.2008 ISSUED UNDER EB 08-036 /S/ DAVID J. CLEMENTS. P.E.DIRECT619-10 TRAFFIC EFFECTIVE DATE: 01/08/09 OR, OFFICE OF ` TRAFFIC SAFETY AND MOBILITY WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD ROAD CLOSED XX An MCAD R11 -3a B 60"X30" 609(30" ------ Encu NANx, aA. O4L W1 - A 369(36" 48•X48" 48"X48" O W1 - 4R ROADWAY DEFINITIONS: CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN A FREEWAY, OR EXPRESSWAY. �! EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL l NI_gbL O ACCESS. NS-4bR A 369X36" 48"X48" 48"X48" FREEWAY - A DIVIDED HIGHWAY KITH flLl CONTROL O ACCESS. COLOR CODE LEGEND WI -40L A 36136" 489(48" 48948" CODE DESCRIPTION 1lT� WI-4cR A BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND B BLACK LEGEND AND BORDER ® 111 6L A ON A WHITE BACKGROUND 48"X24" 609(30" 609(30" C WHITE LEGEND AND BORDER ON A GREEN BACKGROUND WI -6R A WHITE LEGEND AND BORDER D ON A RED BACKGROUND A 111-81. WO RED LEGEND AND BORDER BORDER) E ON A WHITE BACKGROUND A 18124" 309X36" 30"X36" BLACK LEGEND AND BORDER WIAR BORDER) F ON A FLOURESCENT YELLOW GREEN BACKGROUND OG WHITE LEGEND BLUE AND ABED ODDER ® 113-1 A4 369X36" 48948" 48948' BACK BACKCROXD W3-2 A4 369X36" 489X48" 48"X48" NOTESs 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. 4> 43-3 A 369(36" 48948" 48"X48" A4 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE MAT.C.D. 3. COLORS FOR DIRECTION PLAQUES, ADVANCE TURN ARROWS, AND DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE SIGN THAT THEY SUPPLEMENT AS PER THE MALT.C.D. PREPEAREO 113-4 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND o srar A 369X36" 48"X48" 48"X48" BORDER ON AN ORANGE BACKGROUND. 5. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES MULTIPLE LANES ON A CONVENTIONAL ROAD. 4> Wm 369X36" 48948" 48948" OW4 -IL A 369X36" 48"X48" 48948" Ow4 -1R - --- I STATE OF NEW YORK r I _ DEPARTMENT OF TRANSPORTATION " 114-2L A 369X36" 48"X48" 48948" 114-2R ' y U.S. CUSTOMARY STANDARD SHEET SIGN TABLE (SHEET 1 OF 2) APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 /S/ TODD WESTNUS, P.E. 619-12 EFFECTIVE DATE: 05/03/2012 TRAFFICRSAFETYEA D MOBILITYOF 1 ` -Aftr 44; fiffARA ENE-3INEERINR ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com TABLE NY1-A CONTROL SIGN TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS SIGN TABLE 6C-3 SIGN COLOR BARRIER VEHICLE USE REQUIREMENTS SPEED LIMIT (S) TAPER LENGTH I.1 DATE: TAPER LENGTH FOR TEMPORARY CODE ROAD (LONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) I IAPH) (FTN TRAFFIC CONTROL ZONES A 36"X36" 4'S L =TAPER LENGTH (40 MPH) OR LESS L = WS2 /60 W = WIDTH OF OFFSET (FT.) S = PRECONSTRUCTION POSTED SPEED LIMIT 06TH) TYPE OF TAPER TAPER LENGTH L) A 36"X36" USE REQUIREMENTS 48"X48" RAMP RRows W5-4 MERGING TAPER L 36"X36" 489(48" NON -FREEWAY (45 MPH) OR MORE L = WS W6-3 SHIFTING TAPER L/2 369(36" 489(48" CLOSURE TYPE EXPOSURE CONDITION O'RECONSTRUCTION POSTED SPEED LIMIT) x`rris W7-3aP A SHOULDER TAPER L/3 369(30' 36"X30" FREEWAY 118-1 STANDARD TAPER LENGTHS 369X36" 48948" 48"X48" 2 45 KPH 35-40 MPH 5 30 MF" ONE -LANE, TWO-WAY TRAFFIC TAPER 100 FL MAXIMUM WORK ZONE TRAFFIC CONTROL LEGEND 48-3 LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT 369X36" I DOWNSTREAM TAPER 100 FT. PER LANE I 48"X48" 48"X48" WORKERS ON f00T OR 3 3 3 '', 2 IN VEHICLES EXPOSED REQUIRED REQUIRED REQUITED '', OPTIONAL OF TRAFFIC ICON PATH (25 KPH) (30 KPH) R5 MPH) (40 KPH) (45 KPH) (50 MPH) (55 MPH) (60 MPH) (65 MPH) (70 MPH( SYMBOL DESCRIPTION TO TRAFFIC 4 45 60 85 110 180 200 220 240 260 280 LANE CLOSURE NON -TRAVERSABLE HAZARD 5 55 75 105 135 225 250 275 300 325 350 1 A ARROW PANEL UE. EQIPMENT, MATERIALS, REQUIRED3 REQUIRED' O-TIONAL2 OPTIONt.? 6 65 90 125 160 270 300 330 360 390 420 III 369(36" 489(48" EXCAVATIOM ONLY 7 75 105 145 190 315 350 385 420 455 490 ARROW PANEL, CAUTION MODE NO WORKERS EXPOSED 8 85 120 165 215 360 400 440 480 520 560 CENTER LINE WORKERS ON FOOT OR W KERSVEHICON REQJIRED3 REQUIRED' OPTIONAL? oPTIONAL2 9 95 135 185 240 405 450 495 540 585 630 ( TIM ARROW PANEL TRAILER OR SUPPORT EXPOSED TO TRAFFIC I t0 105 150 205 270 450 500 550 600 650 700 SHOULDER CLOSURE NON -TRAVERSABLE HAZARD I I1 115 165 225 295 495 550 605 660 715 770 I 1 H CHANGEABLE MESSAGE SIGN PVMS) UE. EQUIPMENT, MATERIALS, REQIRED3 OPTIONAL OPTIONAL? OPTIONAL2 1 12 125 180 245 320 540 600 660 720 780 840 36"X36" 48148" EXCAVATION) ONLY QWO -1 7p A 24"X18" 3D"X24" 309(24" SIw1A0ER NO WORKERS EXPOSED A 36136" 46'Y.48" 48"X48" ■ CHANNELIZING DEVICE s¢a "r vmriT W8-24 ® CRASH CUSHION/TEAPO2ARY IMPACT ATTENUATOR 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYI-A ASSUMES THERE IS D POSITIVE PROTECTION 48'X48' TABLE 619-4 E RED LEGEND AND BODER (TEMPORARY TRAFFIC BARRIER) PRESENT. WHERE WORKERS OR HAZARDS ARE PROTECTED BY A TEMPORARY CEXtE no co AHEAD W9-3 A FLARE RATES FOR POSITIVE BARRIER L DIRECTION OF TEMPORARY TRAFFIC DETOUR TRAFFIC BARRIER, BARRIER VEHICLES ARE NOT REQUIRED. W11 -1R A OR F 369(36" 369(36" - 2. WHERE THE REQUIREMENT IS 'OPTIONAL', EITHER A BARRIER VEHICLE OR THE STANDARD LONGITUDINAL TABLE 6C-2 LONGITUDINAL BUFFER SPACE I POSTED SPEED LIMIT TYPE O POSITIVE BARRIER 13D 140 50 55 6 O O DIRECTION OF TRAFFIC BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED. 36°X36" 369(36" ------- 48"X48" MPH MPH MP MPH MH 411-1St. 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE 369(36" PRECONSTRUCTION ------- TEMPORARY CONCRETE BARRIER 831 11:1 114-7 56:1 12(!1 1 FLAGGER AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIDTH. IF THE WORK SPACE MOVES WITHIN POSED DISTANCE BOX BEAM DR HEAVY POST CORRUGATED BEAM I 7s1 1 9:1 11:1 1231 15x11 BLASTING THE STATIONARY CLOSURE, THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDINGLY. BARRIER SPEED LIMIT IMPH) ZONE VEHICLES PROTECTING NON-TRANSVERSARLE HAZARDS SHALL REMAIN IN PLACE DURING BOTH' a5 155 FT. I AHEAD & \STING &ASTING FLAG TREE WORKING AND NON -WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE 36"X36' 15 204 FT- 48"X48' TABLE NY6H-3 1 REQUIREMENTS MAY BE MADE, AS APPROVED BY THE REGIONAL DIRECTOR OR HISMER DESIGNEE REQUIREMENTS BARRIER VEHICLE PLACEMENT WOULD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE 1 5 ADVANCE WARNING SIGN SPACING OPERATION OF TRAFFIC. I q Ft: 1 45 $60 FT. ( 4,-� LUMINAIRE 4. BARRIER VEHICLES ARE NOT REQUIRED FOR MILLING AD/OR PAYING OPERATIONS, BUT THE STANDARD 1 50 425 FT- I �� DISTANCE BETWEEN SIGNS SIGN LEGEND ROAD TYPE ""� PAVEMENT MARKINGS THAT SHALL BE LONGITUDINAL BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED. 129X36" I pU 00 EI- 429(36" A (FTJ B (FT.) C FTJ XX YY ANO REMOVED FOR A LONG TERM PROJECT 5. BARRIER VEHICLES ARE NOT REQUIRED FOR FLAGGING OPERATIONS, BUT THE STANDARD LONGITUDINAL I 65 645 FT. 1 URBAN Is 30 MPH-) 100 100 100 AHEAD AHEAD ( !,U SIGN. TEMPORARY BUFFER SPACE (TABLE6C-2) SHALL BE PROVIDED. I URBAN (35-40 MPH-) 200 200 200 AHEAD AHEAD URBAN (2 45 MPH-) 350 350 350 1000 FT. AHEAD I o TEMPORARY BARRIER TABLE NY2-A I PEDESTRIAN CROSSING 0111-21 COLOR CODE SHALL MATCH. I RURAL Soo 500 500 1500 FL 1000 FT. W22-) A 429X36" 429X36" PLACEMENT DISTANCE FOR BARRIER VEHICLES 1 ZONE I EXPRESSWAY / FREEWAY 1000 1500 2640 1 MILE %z MILE' ® TEMPORARY BARRIER WITH WARNING LIGHTS • PRECONSTRUCTION POSED SPEED LIMIT PRECONSTRUCTION I PLACEMENT DISTANCE IFTJ i W23-2 A 36"X36" 48948" TABLE NYi-B POSED I BARRIER VEHICLES- 1 URBAN: OAEETS MORE THAN I OF THE FOLLOWING CRITERIA) O► TRAFFIC OR PEDESTRIAN SIGNAL SHADOW VEHICLE USE REQUIREMENTS SPEED LIMIT I 118000 LBSJ (24000 LBS.) I -1L SIDEWALKS, BICYCLE USAGE, CURBING, CLOSED DRAINAGE SYSTEMS, DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE, MINOR 36"X36" 48'7(48" (MOBILE CLOSURES) OFH1 MINIMUM MAXIMUM MINIMUM MAXIMUM COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR (�'V TYPE III BARRICADE > 55 100 FT. 200 FT. 100 FT. 200 FL GREATER, MAJOR COMMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY USE REQUIREMENTS 45- 55 100 FT. 200 FT. 85 FL 165 FT. ( 36"X36" CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE SPEEDS OF 45 MPH OR LESS. 48"X18" WARNING LIGHTS i� W24-Idt < 45 BS FT. 165 FT. 50 FT. 100 FT. I NON -FREEWAY U.S. CUSTOMARY STANDARD SHEET W24-ibL A RURAL: ANY AREA DT EXHIBITING MORE THAN ONE OF THE ABOVE 48148" 48"X48" CLOSURE TYPE EXPOSURE CONDITION (PRECONSTRUCTION POSTED SPEED LIMIT) f • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: CHARACTERISTICS. WORK SPACE FREEWAY 2 45 MSH 35-40 MPH I s 30 MPH BARRIER VEHICLE - VEHICLE USED FOR STATIONARY SHOULDER EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FILL OR PARTIAL _ NOS VEHICLE CLOSURES, LANE CLOSURES, AND OTHER STATIONARY WORK ZONES. CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. WHEN ANY WORKER, p q 2 q 2 q LANE CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED2.4 REQUIRED REQUIRED REQUIRED MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER. FREEWAYS/INTERSTATE: LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED, WORK VEHICLE WITH TRUCK MOUNTED ATTENUATOR IS EXPOSED TO TRAFFIC HIGH-VDLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS. WHEN ANY WORKER,2.4 2,4 2,4 2.4 SHOULDER CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED REQUIRED REQUIRED REQUIRED TABLE NY2-8 IS EXPOSED TO TRAFFIC PLACEMENT DISTANCE FOR SHADOW VEHICLES I WORK DURATION DEFINITIONS POSTED TRUCTION I PLACEMENT DISTANCE (FTN 1. A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT MOVES CONTINUOUSLY OR INTERMITTENTLY NTLY I SHADOW VEHICLES-- I LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE STATE OF NEW YORK ALONG THE TRAVELED WAY OR SHOULDER SLOWER THAN THE PREVAILING SPEED OF TRAFFIC. CHANNELIZING SPEED LIMIT 1 (18000 LBS.) (24000 L83.) THAN 3 CONSECUTIVE DAYS. _ DEVICES ARE NOT USED FOR MOBILE CLOSURES. /,PH) MINIMUM MAXIMUM MINIMUM MAXIMUM i DEPARTMENT OF TRANSPORTATION INTERMEDIATE -ERM STATIONARY IS WORK THAT OCCUPIES A LOCATION 2. SHADOW VEHICLES SHALL BE EQUIPPED WITH AN APPROVED REAR MOUNTED ATTENUATOR (TRUCK MOUNTED 1 > 55 230 FT. 330 FT. 180 FT. 280 FT. MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS. OR OR TRAILER MOUNTED) FOR THE FOLLOWING MOBILE CLOSUE& LANE CLOSURES ON FREEWAYS, LANE CLOSURES 45 - 55 180 FT. 280 FT. 150 FT. 250 FT. NIGHTTIME WORK LASTING MORE THAN 1 HOUR. U.S. CUSTOMARY STANDARD SHEET ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION POSTED SPEED LIMIT OF 35 MPH OR MORE, SHOULDER q5 100 FT. 200 FT. 100 FT. 200 FT. I CLOSURES ON FREEWAYS, AND SOLDER CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION III SHORT -ERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION SPEED LIMT OF 45 MPH OR MORE. FOR MORE THAN I HOUR WITHIN A SINGLE DAYLIGHT PERIOD. • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: 3. FOR MOBILE LANE CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION POSTED SPEED LIMIT SHORT DURATION IS WORK THAT OCCUPIES A LOCATION tR TO i HOUR. WORK ZONE TRAFFIC CONTROL OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION SPEED LIMIT OF 40 MPH OR LESS. SHADOW VEHICLES ARE NOT REQUIRED TO BE EQUIPPED WITH A REAR MOUNTED SHADOW VEHICLE - VEHICLE USED FOR MOBILE OR SHORT DURATION WORK OPERATIONS. MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. LEGENDS AND NOTES ATTENUATOR. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD 4. A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WORKERS NON FOOT OR IN A VEHICLE) AND SHALL BE REQUIRED DISTANCE FROM MANUFACTURER. FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW APPROVED SEPTEMBER 18, 2008 ISSUED UNDER EB 08-036 VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIDTH. ADDITIONAL SHADOW VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED /S/ DAVID J. CLEMENTS. P.E. PROTECTION OF EXPOSED WORKERS, AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE. OFFICE 61 9-1 1 IEFFECTIVE DATE: 01/08/09 TRAFFICDIRECTO TRAFFIC SAFETY AND MOBILITY WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DATE: DESIGNATION CODE ROAD DATE BY REVISION W21-1 A 36"X36" 489(48" ROAD NARRows W5-1 A 36"X36" 48948" 48"X48" RAMP RRows W5-4 A 36"X36" 489(48" 48"X48" 36"X18" W6-3 A 369(36" 489(48" 489(48" x`rris W7-3aP A 24"X18" 369(30' 36"X30" BUMP 118-1 A 369X36" 48948" 48"X48" PArENExT ENDS 48-3 A 369X36" 48948" 48"X48" 48"X48" O ACCESS. I GRAVELLOOSE WB -T A 36"X36" 489(48" 48"X48" LEFT sx sxooioER W21-Sd ROUGH ROAD W8-8 A 369X36" 489(48" 48"X48" slaxR 48-9 A 369(36" 489(48" 48"X48" xo CENTER LINE N8 -I2 A 369(36" ----- ----- FRoa"s 118-14 A 36136" 489(48" 48148' B BLACK LEGEND AND BORDER SIIMNDER ww1RO[R ao"ED aosED GROOVED AYCNENT WB -15 A 369(36" 489(48" 48"X48" q W8 -1T A 36"X36" 48148" 48"X48" QWO -1 7p A 24"X18" 3D"X24" 309(24" SIw1A0ER WO -23 A 36136" 46'Y.48" 48"X48" LEGEND AD BORDER uoER s¢a "r vmriT W8-24 A 36"X36" 489(48' 48'X48' E RED LEGEND AND BODER CEXtE no co AHEAD W9-3 A 36"X36" 48948" 48948" OO W11 -1R A OR F 369(36" 369(36" - w11-iR O O 1111-2L F 36°X36" 369(36" ------- 48"X48" NII -2R AHEAD 411-1St. F 369(36" 36136' ------- 1111-151 G ON A BLUE AND RED WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD XX W13 -1P A 249(24" 30"X30" 30"X30" ON W14-3 A 36"X36" 36"X36" 369(36" RAMP PASSING 413-4P A 489(489(36° z SEE sxT� W16 -1P NOTE 3 189(24° 249X30" ---- RDAD A OR F XXX W16 -2P A 24"X18" 309(24" ------ FEET NEXT SEE Xzz PT N16 -4P A OR f 309X24" - -- -- I-5PL U E E A 249X18" - - -- - - N16 -SPR 0 Q W16 --TPR 7PL NOTE 3 24902" 309X18" -- SEE N16A OR F SEE AHEAD 416-9P NOTTEE F 24902" 30"X18" --- ROAD woRK AHEAD W20-1 A 36"X36" 48948' 48948" ROAD ROAD If WORK FORK %z FT x MILE DETOUR eRe> 420-2 A 36"X36" 48°X48" 48948' ROAD aosEo AIwAo 420-3 A 36"X36" 48948" 48948' ROAD ROAD If CLOSED CLOSED XXX FT X MILE ONE LANE ROAD ANTERO 420-4 A 369X36" 489(48" 489(48" ONE LANG ONE LANG ROAD ROAD xzz rt x WLE LEFT LANE CLOSED ANEAO LANE EFT LEFT LANE CLOSED CLOSED 1500 FE 1 MILE W20-5 A 36"X36" 48948" 489(48" Nx LANE LOSE ME AHEAD CN NN LANE LANE 500 CLOSED 300 R ABLE u?LIN®rw! X MILE ES C'. aO W20 -5o A 36"X36" 48"X48" 489(48" 2 u aoseD MEAD 2 LANE LMESN QOSEO CLOSED rzx X7/ 420-7 A 36"X36" 489(48" 48948" WORK ZONE TRAFFIC CONTROL SIGN TABLE JOB NO: SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY AMF DATE: DESIGNATION CODE ROAD DATE BY REVISION W21-1 A 36"X36" 489(48" 48"X48" sLOVI MOVIWROADWAY DEFINITION& yDA� 121-4 A 36"X18" 48"X24" 48•X24' CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN A FREEWAY, OR EXPRESSWAY. EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL D waoU 421-5 A 36"X36" 48948" 48"X48" O ACCESS. FREEWAY - A DIVIDED HIGHWAY WITH FILL CONTROL OF ACCESS. LEFT sx sxooioER W21-Sd A 36"X36" 48948" 48948" + COLOR CODE LEGEND CLOSED CLOSED W21-5cR CODE DESCRIPTION A BLACK LEGEND AND BORDER slpEy aos�o ON AN ORANGE BACKGROUND LEPT AHEAD LEFT B BLACK LEGEND AND BORDER SIIMNDER ww1RO[R ao"ED aosED ON A WHITE BACKGROUND z I -RUE I SOL A 36"X36" 489(48" 48"X48" WHITE LEGEND AND BORDER C ON A GREEN BACKGROUND �\DEA/. 1121'$bR LEGEND AD BORDER uoER DWHITE ON A RED BACKGROUND uoSEo aoxo XXX FT X MILE E RED LEGEND AND BODER ON A WHITE BACKGROUND BLACK LEGEND AND BORDER ON A FLOURESCENT YELLOW MOWINGF 421-8 A 36"X36" 48"X48" 48"X48" LEEN BACKGROUND AHEAD WHITE LEGEND AND BORDER G ON A BLUE AND RED BACKGROUND BLASTING ZONE AHEAD & \STING &ASTING W22-1 A 36"X36' 489(48" 48"X48' zow< zas soo NA NOTES - 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. URN OFF Z-VAYURN NOF 122 2 A 129X36" 429X36• 429(36" 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO ANO THE M ILT.CA. CELL P110NE 3. WHEN USED IN CONJUNCTION WITH A BICYCLE SIGN 0111-0 OR PEDESTRIAN CROSSING 0111-21 COLOR CODE SHALL MATCH. END BLASTING W22-) A 429X36" 429X36" 429X36" ZONE PNEW TRAfFR ATTERN W23-2 A 36"X36" 48948" 48948" ANTERO O424 <<> -1L A 36"X36" 48'7(48" 48"X48" 124-1R STATE OF NEW YORK STATE . DEPARTMENT OF TRANSPORTATION I �� OO W24 -IOL A 36"X36" 48'7(48" 48"X18" i� W24-Idt U.S. CUSTOMARY STANDARD SHEET W24-ibL A 369X36" 48148" 48"X48" SIGN TABLE f W24-IbR (SHEET 2 OF 2) APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 /S/ TODD WESTNUIS. P.E. 619-12 EFFECTIVE DATE: 05/03/2012 DIRECTOR, OFFICE O TRAFFIC SAFETY AND MOBILITY I r N Y 0 ujZ 0 Lij U) Lu J J_ Z 0 ILL 0 0 R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. W AN ITEM BEARING THE SEAL OF A PROFESSKXNAL ENGINEER OR LAND SURVEYOR SALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SELL AND THE NOTATION "ALTERED Br FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG I ADAM M. FISHEL J DRAWING TITLE: 1 Driveway Details (1 of 2) 13 of 14 SHEET No: 1308-21 JOB No: C-8.1 DRAWING No: J " 11 JOB NO: 1308-2-1 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION Lu J J_ Z 0 ILL 0 0 R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. W AN ITEM BEARING THE SEAL OF A PROFESSKXNAL ENGINEER OR LAND SURVEYOR SALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SELL AND THE NOTATION "ALTERED Br FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG I ADAM M. FISHEL J DRAWING TITLE: 1 Driveway Details (1 of 2) 13 of 14 SHEET No: 1308-21 JOB No: C-8.1 DRAWING No: J " 11 ,/ is SHOULDER JOU' - DUO', PUJIt11................_....... TRAVEL LANE TRAVEL LANE SHOULDER 1000' POSTED SPEED r 0 �.—. JOU' - DUO', PUJIt11................_....... ............. ...._. SPEED LIMIT < 45 1000' POSTED SPEED LIMIT ► 45 LICEMSE MrA^ ROAD AManl RRI . 7m ,unc I ROAD WORK WORK AHEAD 7RKna XX NILE NYR9-II G20-1 Q$ (SEE NOTE 4) W20-1 � r OMNI W20 -To W20-4 W20-1 G20 2 NYR9 11 MAMA Iff )SEE NOTE 0Tj 01W ENGINEERING END ® /00NEOLANE ROAD ucERSE�iWORK ROCHESTER LOCATION ROAD WORK AD x no AHEAD AHEAD RORK mTE • • I L/3 SHOULDER S 39 CASCADE DRIVE 'I TAB 1 ISEE NOTE 9) '300' _ SW POSTED; ROCHESTER , NY 1461 4 AIA NOTE 1SPEED LIMIT < 45 i FLAGGER LOCATION A D 1L�N_ 5 8 5- 4 5 8- 7 7 7 0 - 200' - 300' - (SEE TABLE NY6H-3) (SEE TABLE NY6H-3) (SEE TABLE NYW4) 1000' POSTED SPE ITHACA LOCATION �I I LIMIT :45 MPH •� I i�EE NOTE 840 H A N S H A W RD, S T E 6 SHOULDER j jp■■ +y� SHOULDER ITHACA, NY 1485 0 .._..._.._. _._._ .............._1 10' MINIMUM , CHANNELIZING DEVICES TRAVEL LANE MINIA0AIM CHANNELIZING DEVICES �J ) �� TRAVEL LANE % - 2 4 1 - 2 9 1 7 BEE NOTE a)-- lIQ_EE._N.4TE1 WWW.marathoneng.COm �___ (SEE NOTE i), BEE NOTE T) i MINIAIl1M ■ . i----------------------------------■--f--f------------------�---- -- i -- r--■---�-- -- --------{j-------------------------■--f-- --------------------------------- ■ ■ ■ ■ ■ ■ TRAVEL LANE c� c/� ■ ■ I [ • ■ C—� c� TRAVEL LANE / \ L �'� LL tI r BARRIER (AGEMENT W SHOULDER ■■ I i f SHOULDER Y VEHICLE DISTANCE L jj L O (SEE TABLE NY2 A) A/2 I" �._ _._._ _ A .. __... SHOULDER-� „_BARRIER_ VEHICLE SETU',,_► ZEE,_NOTE_8L � _.... 100 _ _ 500 � POSTED SPEED _(SEE NOTE 8) AI itEE fiA E NY�FI 3f TAPER Q l3) (SEE NOTE 51 —DOMNSTREFtI MAXIMUM LIMIT < 45 MPH _ _ C _ _ )I - (SEE TABLE NY6H-3) � _ = I _ 100' _ SEE NOTE 7 _fSEE NOTE 5)_ I SSEE NOTE T i _ 1110' (SEE TABLE TAPER -+ 6H 4 FOR U 0 10* POSILO - GEE TABLE NY6H-3)(SEE TABLE NYGH-3) ONE LANE ONE LANE BUFFER SPACE SPEED LIMIT s 45 J TWO-WAY TWO-WAY (SEE TABLr 6C-2 AND NOTE 2) MPH L/3 SHOULDER TAPER TRAFFIC TAPER TRAFFIC TAPER W (SEE TABLE 6H-4 AND fTYP.) ITYP.) z NOTE 1) END LL ROAD WORK �,"cam SHOULDER 020-2 LKENSi WORK .UT O WORK ONE LANE ROAD END SPEW AHEAD AHEAD ' ROAD WORKW21-5 G20-2 Q TIa¢Rs Lij NYR9-11 BEE NOTE 6) c aw xX ABLES W20-1 W20-4 BEE NOTE 9) W20 To v J W7 -3c SHOULDER CLOSURE BEE NOTEESS33 AND 6) SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION 2 -LANE 2 -WAY ROADWAY SHORT OR INTERMEDIATE TERM STATIONARY OOT To SCALE) LANE CLOSURE ON 2 -LANE 2 -WAY ROADWAY NOT TO SCALE) Admilk 0 08 M Z NOTES: 1. WHEN THE MINIMUM LANE WIDTH OF 10' CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION. 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. 3. WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2 MILES TO 5 MILES, A SUPPLEMENTAL DISTANCE PLAQUE (07-3a) SHOULD BE USED WITH THE SHOULDER WORK SIGN (1121-5). 4. THE ROAD WORK NEXT XX MILES SIGN 020-1) MAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN (H2O -1) IF WORK LOCATIONS OCCUR OVER A DISTANCE DE MORE THAN 2 MILES. S. FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'. 6. IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL TO PLACE STATIONARY SIGNS, THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORK SHALL NOT EXCEED 5 MILES. T. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. S. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH DE 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER CODES USED IN THIS DRAWING. = STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET SHOULDER CLOSURE 2 -LANE 2 -WAY ROADWAY APPROVED SEPTEMBER 15, 2009 ISSUED UNDER EB 09-025 /S/ DAVID J. CLEMENTS, P.E. (EFFECTIVE DATE: 01/07/10 DIRECTOR, OFFICE of 619-20 TRAFFIC SAFETY AND MOBILITY NOTES: Lu W M 1. WHEN PAVED SHOULDERS HAVING A WIDTH OF 8' OR MORE ARE CLOSED, 8. SNE FLAG TREE SHALL BE LOCATED ON THE SHOULDER, AT APPROXIMATELY CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN Ey THE DISTANCE BETWEEN THE FLAGGER SIGN OY20-7a) AND THE FLAGGER. O ADVANCE TO DELINEATE THE BEGINNING DE THE WORK AREA AND U DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVEL WAY. 9. FLAGGER SIGN (120-7a) AND ONE LANE ROAD AHEAD SIGN 0120-4) SHALL BE REMOVED, O 0 COVERED OR TURNED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT 2. WHEN A SAE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A OCCURRING. NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL O WORK ZONE TRAFFIC CONTROL AREA, ADDITIONAL TEMPORARY TRAFFIC LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTERZ CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED. 10. FLAGGER AND FLAG TREE SHALL BE ILLUMINATED TO LEVEL H ILLUMINATION CODES USED IN THIS DRAWING. ® U) z ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND DURING NIGHT TIME OPERATIONS. COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK SPACE. 11. ALL PLUGGERS SHALL USE 24" (MIN.) OCTAGON SHAPED STOP/SLIM PADDLES _ STATE OF NEW YORK = z j 3. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL HAYING 6' STAFF. --_ SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME. R DEPARTMENT OF TRANSPORTATION co W 12. CENTERLINE CHANNELIZING DEVICES ARE OPTIONAL AND MAY 8E ELDAINATED WHERE SPACE `...= � LL 4. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL CONSTRAINTS EXIST. O NOT EXCEED 40 IN THE ACTIVE WORK SPACE. uj m > CL r U.S. CUSTOMARY STANDARD SHEET Lu r v 5. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) �J 9 WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A m� DISTANCE GREATER THAN 1500'. ®N 6. THE END ROAD WORK SIGN IG20-21 SHALL BE RACED A MAXIMUM OF 500' FLAGGING OPERATION Lu .m L b" PAST THE END OF THE WORK SPACE. 2 -LANE 2 -WAY ROADWAY T8- 7. WHERE DIRECTED BY THE ENGINEER, A BUFFER SPACE SHALL BE PROVIDED IN ORDER TO LOCATE THE OE -LANE, TWO-WAY TRAFFIC TAPER PRIOR TO ANY HORIZONTAL OR VERTICAL CARVE, IN ORDER TO PROVIDE ADEQUATE SIGHT APPROVED SEPTEMBER 15, 2009 ISSUED LNDER EB 09-025 WT15 DISTANCE FOR THE FLAGGERS AND/OR A QUEUE OF STOPPED VEHICLES. ujIn ism \� /S/ DAVID J. CLE6ENTS. P.E. LLFIC + ( EFFECTIVE DATE: 01/07/10 TRAFFICOS � TYEAOF MOBILITY619-60 J �- J c/ LIJZ 0 Ad AlhO O ' z O JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION IT C A VIOlA110N OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SKIM 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ffM BFARMG THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR CALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ND,1 THEIR SEAL AND THE NOTATIN 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Driveway Details (2 of 2) 14 of 14 SHEET No: 1308-21 JOB No: N C-8.2 DRAWING No: Cortland Medical Office Building Cayuga Medical Associates 1113 Route 13, Cortland, NY 13045 I' ADMIN. PROVIDER CQ IIJ OFFICE (2) BUILDING j i[IFFICE (2)� - STORAGE f; "1 --� - 305 TYPICAL 2 1 - 303 - t -TYPICAL 2 - I r____ -i i I r---nn--� -- I 1 1 I 1 I I I 1 n RliVE E OFFICE 2 1 1 BLDG. ,� X302 _� ii STORAGE [(;C u 304 I� TYPICAL 2 �� - _�j G SITE PLAN SUBMISSION - BUILDING PLAN ,, ., j ;;_...;.�. 7.E�-'ROVIDE LP OFFICE (2 311 - I - i TYPICAL 2 I 1 I 1 ! I- . LL , Fffff M F0 ELEC TYPICAL 2TYPICAL 2 315A -{ i • PROVIDER PROVIDE i BLDG. MECHANICAL I-- -1 STORAGE FI� --I FFICE (2 1 i OFFICE (2 �- DATA 315 1 317 1 1 319 I 321 TLT. 313 --I L- - I-- _ 3 3T \ I I � .. 1 il I..—,• 1 •. f rl �JE�� EQUIP. NURSING 306 TYPICAL 4 308 CLEAN NURSING TYPICAL 2 310 312 13❑�-- 1 ....... CLEAN SPECIALTY_ SPECIALTY SPECIALTY_ SPECIALTY - /EQUIP. 0 EXAM m _ EXAM EXAM - _ EXAM PECIALTY STAFF 411 233 234 225 226 D EXAM BREAK f 0 i 217 ILI[ (D TAFF l�------j 111 sk' � — �i' TLT. 1 ILI I410T 408 O 235 ( — F 0_' - 1 E 1 T -Pin-- -236 227 - - 228- � � SOILED � � _ � �_ � — 409 I . 51-1 `'' i . F11 _ __ •L _ — _ J J�� ELM 191 CAM BLOO BLOOD 237- E)(AM 229 "'- 30 I u" DRAW DRAW 238 ! - — i 406 407 _ 1• �I _ I ( — t 1 � I { I ® -Tt- U fj7MG - } - - - - - _ POINT -OF OFFICE 223 TYPICAL 3 _ BLOOD -CARE FM Li C' - DRAW CDBEH. WORK BEH. I OFFICE D C� I i -� LAB --- SU r' EALTH r 1 WORKROOM i - '7CONSUL �' _ `7CONSUL 713 7T --- -�-r-r--�--1 z- 231 —I I COPY L \ / /SUPPLY --rtt---T --- T-- ,� i ----- I o IC VITALS AT.Eq(&" D P T. PjBLI o I ®� �® J /NURSE - : L TELL 14011� NT VISIT 10 1 7T]1 q, HECK -0U. �® CHOT-IN/ 1T - _ CHECK -INT _ _ o 1 102 [FZ� QED. SOILED 318 TYPICAL 4 NURSING ROVIDERO OFFICE (2) 326 TYPICAL 2- --- ' ---7- 2_ ��u LT. 0 / 324T 12- EQUIP. 322 LJ SPECT TY SPECIALTY EXAM SPECIALTY' J SPECIALTY 2 1 EXAM � EXAM � "'- 218 210 '""� * EC 0 1' IPEXAM EXAM EXAM 220 211 TYP. 204 D TYPE -_j 212 U- C3 '- — - 2 -,�` r r I / 0 (D EXAM ... ---- � EXAM � EXAM4nEXAM (i� EXAM213 ( 21405 1 206 v roud— FM' "au r 0 _0 0 C 1 1 1 �� �` ECHO SPECl/�L C SPE(�IA TY _ (CARDIO) U21 - 0 CD208 SCHED. - VITALS / NURSE OFFICE (2) i _ VISIT n 1 224 216 �?'� � T I (DT I LL' F 1. • F' �® TYPICAL 2� OUTPATIENT LAB WAITING (8) Li 401 PRIMARY CARE WAITING (45) COPY SPECIALTY /SUPPLY \ / CARE 106 I } r I 200 1L P DP BA 1 _TLT�C T. _ TLT J_ • I _ 111 112T 113T CONF. I Q)-jl o o STOR Ifl /Itd l � TYPICAL ° n ` 1 O �J � J Ct' �'� Ci`"I � � 1� ry C El D 0 o C 3 w�,.� inn nn f Ti G l � o, PQ VESTIBULE � — VESTIBULE L, �------------------------------------------------- -� 0 0 0 0 == 1 I I I I L ° ----- ---------- ---------- °--------- ---------- ---------- ---------- 0 —J HOLTARCHITECTS 619 W. State Street, Ithaca, NY 14850 132 E Jefferson Street, Syracuse, NY 13202 p:607 273 7600 www.hok.0orn SPECIALTY CARE I WAITING (24) CONFE 2ENCE (18) 011 UAL11:1 1114 1 4a ODUE1 L _ __ _ L. Ll, a N FIIJ 0' 2' 4' 9/17/2021 1/8 -=v -o- AP 101 21071 I I 8' 16' STAFF - BREAK STAFF 307 _^ _ SHOWER - 309 T - SITE PLAN SUBMISSION - BUILDING PLAN ,, ., j ;;_...;.�. 7.E�-'ROVIDE LP OFFICE (2 311 - I - i TYPICAL 2 I 1 I 1 ! I- . LL , Fffff M F0 ELEC TYPICAL 2TYPICAL 2 315A -{ i • PROVIDER PROVIDE i BLDG. MECHANICAL I-- -1 STORAGE FI� --I FFICE (2 1 i OFFICE (2 �- DATA 315 1 317 1 1 319 I 321 TLT. 313 --I L- - I-- _ 3 3T \ I I � .. 1 il I..—,• 1 •. f rl �JE�� EQUIP. NURSING 306 TYPICAL 4 308 CLEAN NURSING TYPICAL 2 310 312 13❑�-- 1 ....... CLEAN SPECIALTY_ SPECIALTY SPECIALTY_ SPECIALTY - /EQUIP. 0 EXAM m _ EXAM EXAM - _ EXAM PECIALTY STAFF 411 233 234 225 226 D EXAM BREAK f 0 i 217 ILI[ (D TAFF l�------j 111 sk' � — �i' TLT. 1 ILI I410T 408 O 235 ( — F 0_' - 1 E 1 T -Pin-- -236 227 - - 228- � � SOILED � � _ � �_ � — 409 I . 51-1 `'' i . F11 _ __ •L _ — _ J J�� ELM 191 CAM BLOO BLOOD 237- E)(AM 229 "'- 30 I u" DRAW DRAW 238 ! - — i 406 407 _ 1• �I _ I ( — t 1 � I { I ® -Tt- U fj7MG - } - - - - - _ POINT -OF OFFICE 223 TYPICAL 3 _ BLOOD -CARE FM Li C' - DRAW CDBEH. WORK BEH. I OFFICE D C� I i -� LAB --- SU r' EALTH r 1 WORKROOM i - '7CONSUL �' _ `7CONSUL 713 7T --- -�-r-r--�--1 z- 231 —I I COPY L \ / /SUPPLY --rtt---T --- T-- ,� i ----- I o IC VITALS AT.Eq(&" D P T. PjBLI o I ®� �® J /NURSE - : L TELL 14011� NT VISIT 10 1 7T]1 q, HECK -0U. �® CHOT-IN/ 1T - _ CHECK -INT _ _ o 1 102 [FZ� QED. SOILED 318 TYPICAL 4 NURSING ROVIDERO OFFICE (2) 326 TYPICAL 2- --- ' ---7- 2_ ��u LT. 0 / 324T 12- EQUIP. 322 LJ SPECT TY SPECIALTY EXAM SPECIALTY' J SPECIALTY 2 1 EXAM � EXAM � "'- 218 210 '""� * EC 0 1' IPEXAM EXAM EXAM 220 211 TYP. 204 D TYPE -_j 212 U- C3 '- — - 2 -,�` r r I / 0 (D EXAM ... ---- � EXAM � EXAM4nEXAM (i� EXAM213 ( 21405 1 206 v roud— FM' "au r 0 _0 0 C 1 1 1 �� �` ECHO SPECl/�L C SPE(�IA TY _ (CARDIO) U21 - 0 CD208 SCHED. - VITALS / NURSE OFFICE (2) i _ VISIT n 1 224 216 �?'� � T I (DT I LL' F 1. • F' �® TYPICAL 2� OUTPATIENT LAB WAITING (8) Li 401 PRIMARY CARE WAITING (45) COPY SPECIALTY /SUPPLY \ / CARE 106 I } r I 200 1L P DP BA 1 _TLT�C T. _ TLT J_ • I _ 111 112T 113T CONF. I Q)-jl o o STOR Ifl /Itd l � TYPICAL ° n ` 1 O �J � J Ct' �'� Ci`"I � � 1� ry C El D 0 o C 3 w�,.� inn nn f Ti G l � o, PQ VESTIBULE � — VESTIBULE L, �------------------------------------------------- -� 0 0 0 0 == 1 I I I I L ° ----- ---------- ---------- °--------- ---------- ---------- ---------- 0 —J HOLTARCHITECTS 619 W. State Street, Ithaca, NY 14850 132 E Jefferson Street, Syracuse, NY 13202 p:607 273 7600 www.hok.0orn SPECIALTY CARE I WAITING (24) CONFE 2ENCE (18) 011 UAL11:1 1114 1 4a ODUE1 L _ __ _ L. Ll, a N FIIJ 0' 2' 4' 9/17/2021 1/8 -=v -o- AP 101 21071 I I 8' 16' Cortland Medical Office Building 09/17/21 Cayuga Medical Associates SITE PLAN SUBMISSION - BUILDING ELEVATIONS 1/8"=1'-o" AP 102 1113 Route 13, Cortland, NY 13045 21071 ALUMINUM -FRAMED WINDOW ENGINEERED STONE PANEL (ESP -1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) BUILDING -MOUNTED ENGINEERED STONE PANEL (ESP -2) SIGN LOCATION ALTERNATE: FIBER CEMENT PANEL (FCP-2) N _ TOP / HIGH WALL 116-0" Sk TOP / LOW_WALL 112'-8„ 0 Cayuga - c ,:,,. MEDICAL OFFICE 0 MOM to CV) i\I/7 �. F1 °° c0 00 d- _ FIRST FLOG. R � 100 - 0 V n N I I FOUNDATION � L �-- L_`___—____J___I_.—____.____--___---.__________________________L-----_--___—_ —__—_— _—.___-- _.___------_—__—________--_—_--__---------------------------.J 96� — On EAST ELEVATION IN COLOR 1/8" = 1'-0" TOP / HIGH WALL C:�)WEST ELEVATION IN COLOR 1/8 11-011 ALTERNATE SIDING OPTION: FIBER CEMENT PANEL (FCP-1) BASIS -OF -DESIGN: AMERICAN FIBER CEMENT CORP., PATINA P545 "SAND" CEXTERIOR VIEW FROM ROUTE 13 ALTERNATE SIDING OPTION: FIBER CEMENT PANEL (FCP-2) BASIS -OF -DESIGN: AMERICAN FIBER CEMENT CORP., PATINA P070 "FLINT" TOP / HIGH WALL 116- 0" i TOP / LOW WALL C:�)SOUTH ELEVATION IN COLOR 1/8 11-011 4 NORTH ELEVATION IN COLOR F -Li I I 1/8" = 11-011 0' 2' 4' 0 16' _ 1 ✓�\ ),01WARAT / V ENGINEERING 39 Cascade Drive / Rochester NY 14614 / 585458-7770 840 Hanshaw Rd, Suite 6/ Ithaca NY 14850/607-241-2917 October 15, 2021 Town of Cortlandville — Code Enforcement Officer 3577 Terrace Road Cortland, NY 13045 Attn: Bruce Weber Re: Planning Board — Cayuga Medical Associates 1113 Tompkins Street (NYS Route 13) Cortland, NY 13045 Dear Bruce, On behalf of Cayuga Medical Associates (CMA) and Marchuska Brothers Construction, we are submitting the enclosed information in response to comments provided by the Town of Cortlandville Planning Board at their September 27, 2021 meeting. Responses to Informal Planning Board Comments Received on September 27, 2021: 1. Planning Boad members asked that additional landscaping be provided along the front of the building facing Tompkins Street. Response: The plans have been updated to incorporate additional landscaping along the building frontage. So we may initiate formal review by the Town Planning Board, we are providing the following information. • Site Development Plans, 24x36 —12 copies An electronic copy of this submittal will be emailed to your attention. We look forward to continuing our discussions with the Planning Board at the upcoming meeting on October 25, 2021. Please do not hesitate to contact our office if you have any questions or need additional information. Respectfully submitted, Adam M. Fishel, PE, CPESC Marathon Engineering cc: Adam Long — Cayuga Medical Associates Justin Marchuska — Marchuska Brothers Construction, LLC d f(•ar L ,, '.JriW COPYRIGHT© 2021 MARATHON ENGINEERING 1113 TOMPKINS STREET NYS ROUTE 13 SITUATE IN: �WYORK �AT =0� �ow 0=--coR �A DV CO R�LA D COU �Y S / LIST OF DRAWINGS NO. DWG. NO. DESCRIPTION COVER SHEET 0 - -- TOPOGRAPHIC MAP ss�Ati 1 C-1.0 DEMOLITION PLAN PROJECT SITE 2 C-2.0 SITE PLAN (PHASE 1) 7 v 3 C-2.1 SITE PLAN (PHASE 2) D K� v ��,��� m = GRADING DRAINAGE & EROSION CONTROL 0 4 C-3.0 PLAN D 5 C-4.0 UTILITY PLAN m z 5 C-5.0 LIGHTING & LANDSCAPING PLAN o O _ O 7 C-6.0 DETAIL SHEET (1 OF 4) I'Tl a STAR RD. 8 C-6.1 DETAIL SHEET (2 OF 4) (COUNTY ROUTE 120C) 9 C-6.2 DETAIL SHEET (3 OF 4) 10 C-6.3 DETAIL SHEET (4 OF 4) 11 C-7.0 TRUCK TURN PLAN LOCATION MAP N.T.S. 12 C-8.0 DRIVEWAY IMPROVEMENT PLAN 13 C-8.1 DRIVEWAY DETAILS (1 OF 2) 14 C-8.2 DRIVEWAY DETAILS (2 OF 2) 0 cl c p mp, ff, L ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 -2 9 1 7 www.marathoneng.com f \ A,5 / \ 4� 43 ! ' \ Ob f4; ¢ c off, qA TOPOGRAPHIC SURVEY MAP N LANDS OF - FIRST NATIONAL BANK OF DRYDEN PART OF MILITARY LOT NO. 74 TOWN OF CORTLANDVILLE - COUNTY OF CORTLAND STATE OF NEW YORK TAX MAP NO. 96.05-1-19 REFERENCE DEED; INSTRUMENT NO. 2015-03505 4 m ! -t M h" O� ^9 NOTE `�p�04t PIPE FOUND 0.7 rfdr,��, \ ` Co"'l'' • �r�\ WEST OF CORNER41 NORTH END OF 8' i HIGH BOARD FENCE ,n :" �� / `�� `YA �3• �' / 0.4 OVER LINE �J/ `•- �. \ . J ``` `` CHARLES H. & ALICE P. BARNED "� / '- \`+ `� PD?Ey+p tz L458/P.347 L i &b4 -4A o s� '.0 fro � PIN `;'" \ / 1 c ¢ / q �?� AREA / A:�; / CAP EDWARD LEO FINSTERWALDER � IINSTRUMENT N0. 2010-08849 �. % 'op AREA: / \ y/ ' 141,425 SQ. FT. Cb - 3.247 ACRES ` ti 1100 , PIN & / CAP - �' \ VICTOR L & MARSHA A HAVRAN _RO.- ., _ A� GRAVEL UNSTRUMENT NO. 2010-01887 l c� So3• chi ,b 1 91.5' / PIPEt ♦ / / j % \ ! / JAMES A. JANKE -RO.- IINSTRUMENT N0. 2003-2709 PHI & SOUTH DOOR CAP A / F.F.E. NORTH DOOR \ E I 1188.9F.' / 12. 8 I 77' / \ LIVIA NATALE _RO._ L 543/P.182 (2ND PARCEL) / �� ✓ j % 1 STORY BUILDING ROUTE 111313 E. / ! / "FORMER WILLCOX TIRE" PIN 0 � 1 / / I \ / 2' DIA ► % / j AMERY A. TUTINO, JR FAMILY TRUST DROP INLET x �� 1 G4 % ( i ` ' ` IINSTRUMENT NO. 1050837-001 1 OVERHEAD D04. I 041 I �� FRONT DOOR F.F.E. 1188.5' 01 � :u 1 � I ✓ F.F.E. / 1189.9' j � 61 REFERENCE MAP: i "MAP SHOWING LANDS OF AMERY A TUTINO ..." I MADE BY JON D. HAIGHT, LS, 94.8 i ' 80.5' PORCH1 \ DATED DEC. 2, 1983. I EDGE OF PAVEMENT PAVED PARKING IAT R BORRA PROPERTIES, LLC I a II NRO.M INSTRUMENT NO. 2011-05617 � T. B. M. j ( ELEV.: 1187.5' / REFERENCE MAP: } 1 RR SPIN 116Q ,/ E -Z CAR WASH I "LANDS OF ROBERT C. SAN JULE & MARIA SAN JULE..." I 3� SET SOUTH SIDE r / MADE BY GARY BRUCE DAVISON, LS. j �� / UTILITY POLE c I DATED AUG. 23, 2011 I 1 1 I A, EDGE OF PAVEMENT___ ---- I �x I \ " ---FLAG 10" DIA CRABAPPLE 1 \ 1 I SANITARY SEWER 1 1 CRABAPPLE POLE CRABAPPLE TRETREE /18� SANITARY\ SEWER MANHOLE �jHIGHWAY BOUNDS \ TREE MANHOLE I I RIM ELEV.: 1188.9 R.R.FOUND I I PER REFERENCE 1 RIM ELEV.: 1188.8 MANHOLE Ir i MAP &DEED`116 WATER STOP INVERT I LAATTERRAL INFROMN1156 8, �� EED (INACCESSIBLE) ��SPIKE �1 - - -11,68 lis\ 111"' 7 ` SIGN POST ELEV.: 1159.1 \ � SST 1 SET ' ( '�, ' i �-�--_tp-M) 1 1 45 MPH RR SPIKE T -INTERSECTION 279.34' 1 ��SSSSSS-SSSS F��^-SS-Ski SS SSSS SSSS-SSSSS SSSS -1S. S2 SS SSSSSSSSSSSS SSSSSSSS-SSSSSSSSS: 1 SIG S 51'23'35" W 1 �1 �IGN HIGHWAY BOUNDS i"` . I" 11$7CURB---- �� - - - CURB TO FAIRFIELD DRIVE SOLID WHITE FOG LINE DROP INLET RIM ELEV. 4168.3' DROP INLET RIM ELEV.: 1187.9' \ ��y / 118&SOLID WHITE FOG LINE BOTTOM OF DRY WELL ELEV.: 1161,5/ BOTTOM OF DRY WELL ELEV.: 1181.E --------------------------- INV ELEV.: 1183.3' 24- CULV. TO EAST INV. ELEV.: 1183.3' 24" DIA CULV. TO WEST�y`' I ----- ----- '_------------ DASHED WHITE LANE LINE - - - - TO VERNON-------------¢ DOUBLE SOLID YELLOW LANE DIVISION LINES j ; . DOUBLE SOLID YELLOW LANE DIVISION LINES TOMPKINS STREET EXTENSION -,StTE ROUTE 13 �y� 41 --------------------------------------------- ----------- ----------- DASHED WHITE LANE LINE ---------------------¢ SOLID WHITE FOG LINE _ ... 3 p` / � p w -� w �K� w _ SOLID WHITE FOG LINE w w w w -` " w 1f �- ---®- - w. w - w w.. w w w w w w w- - CURB CURB FI O/H E/T/TV 0/H E/T/1ti yy SS--- SS SS-,SS"�-SS@ SS - SSSS -SS -SS - �/ SANITARY SEWER SANITARY SEWER MANHOLE MANHOLE �` yy RIM ELEV.: 1187.9' RIM ELEV.: 1185.4' INVERT ELEV.: 1158.0' INVERT ELEV.: 1159.4' LEGEND: • EXISTING IRON MONUMENT AS SHOWN (O SET 3/4" REBAR AND SURVEY CAP 0 UTILITY POLE Q! MONITORING WELL GAS VALVE ® SANITARY SEWER MANHOLE ® WATER VALVE V FIRE HYDRANT R.O. REPUTED OWNER (.... ) RECORD DISTANCE (R,M) RECORD DISTANCE, MEASURED DISTANCE 0/H OVERHEAD UTILITIES U/G UNDERGROUND UTILITIES PRESENT CENTERLINE OF PAVEMENT -- FENCE REFERENCE MAP: "LANDS OF L.D. WILLCOX & SON. INC...." MADE BY R. JAMES STOCKWIN, LS. DATED DEC. 22, 2009. o.0•o > GRAPHIC SCALE NOTES: 1.) DATUM: NATIONAL GEODETIC VERTICAL DATUM OF 1929. 2.) ALL ELEVATIONS ARE IN FEET. j 3.) ABSTRACT OF TITLE NOT REVIEWED. PREMISES SURVEYED ARE SUBJECT TO ANY EASEMENTS, RIGHTS AND/OR RESTRICTIONS OF RECORD THAT AN UP TO DATE SEARCH MAY REVEAL 4.) UNDERGROUND UTILITIES LOCATED BY THIS SURVEY ARE APPROXIMATE ONLY, LOCATIONS WERE DRAWN ACCORDING TO FIELD EVIDENCE. UNDERGROUND UTILIITES MUST BE FIELD MARKED BY OTHERS TO DETERMINE THEIR EXISTENCE AND/OR EXACT LOCATION. REAGAN LAND SURVEYING 298 CORTLAND ROAD, P.O. BOX 1124 DRYDEN, NEW YORK PHONE/FAX- (607) 844-8837 EMAIL: ofifice®reaganlandsurveying.com JOB NO.: 21-245 SCALE: 1"=30' DRAWN BY. A. PUZO DATED: AUG. 5, 2021 SIGNED: "Copyright 2021: All Rights Reserved, Reagan Land Surveying" PROJECT O SITE 1308-21 DEMOLITION NOTES 18. DRAWN: AMF CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC. WHICH MAY BE DAMAGED DUE TO DEMOLITION OR AMF 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL 09/20/21 CONSTRUCTION ACTIVITIES. STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE 19. EXISTING PAVEMENT AND CONCRETE SHALL BE SAW -CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND BROUGHT TO GRADE WITH REVISED PER DOT SUBMITTAL SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS: 20. THE CONTRACTOR SHALL LIMIT SAW -CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN ON THE PLANS. IF SURROUNDING Op MISCELLANEOUS ITEM TO BE REMOVED PAVEMENT/CONCRETE IS DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND/OR REPAIR. 0 30 60 DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE A. AREAS WITHIN NEW BUILDING FOOTPRINT (INCLUDING SIDEWALKS)-. IMPORTED STRUCTURAL FILL (NYSDOT 304.14) SHALL BE USED TO BACKFILL THESE AREAS PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES_ 21. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 117711 0� B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON-SITE MATERIAL PLACED IN LOOSE LIFTS NOT 22. ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED. SCALE DI DISPOSAL, ETC. EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL WITH RESPECTIVE UTILITY COMPANY. IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07 (SELECT GRANULAR) FILL MAY BE USED. 23. THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING TREES TO REMAIN DURING CONSTRUCTION. O EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH APPROPRIATE CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK THE USE OF ALTERNATE BACKFILL/FILL MATERIALS SHALL BE EVALUATED ON A CASE-BY-CASE BASIS BY THE PROJECTS GEOTECHNICAL ENGINEER PRIOR TO USE. 24. TREES TO REMAIN SHALL BE PROTECTED PER DETAIL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TREE PROTECTION. IF N SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE 0. 2. THE CONTRACTOR 1S RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF 1T INA LEGAL MANNER. THE CONTRACTOR IS RESPONSIBLE TREE(S) AT THE OWNER'S AND/OR TOWN OF CORTLANDVILLE'S DISCRETION. r*f FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL 25. NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY OWNER(S), EXCEPT AS SHOWN. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL TIMES. IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING 26. THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS, AND SURVEY MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION. gip 4. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND RELOCATION OF ANY UTILITIES. THE AND THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY 27. THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTLANDVILLE WATER AUTHORITY. ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 28• THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED, THE CONTRACTOR SHALL DISPOSE OF SYSTEM 5. THIS PLAN DOES NOT SHOW ALL ITEMS TO BE DEMOLISHED, ABANDONED AND/OR REMOVED. EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER. BE ABANDONED, REMOVED, OR RELOCATED AS NECESSARY, UNLESS SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID. 29. THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED, ALL EXISTING WELLS LOCATED WITHIN THE SITE DEVELOPMENT AREA SHALL 6. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS. BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH REQUIREMENTS. WHICH INCLUDES: COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND / 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION. ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK. 8. ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AND THE EXCAVATION AREA SHALL BE 30. THE LOCATION OF EXISTING WATER SERIVCE(S) IS UNKNOWN. THE CONTRACTOR SHALL LOCATE THE SERVICES NEEDING REMOVAL/DECOMMISSIONING PRIOR TO BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS. THE START OF WORK THOSE WATER SERVICES TO BE DECOMMISSIONED SHALL BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVED AND PLUGGED CONTRACTOR SHALL COORDINATE WORK SCOPE AND SCHEDULE WITH BOLTON POINT. LIMIT AND LOCATION OF EXCAVATION PROJECT O SITE 1308-21 �( HAZARDOUS BUILDING MATERIALS SURVEY DRAWN: AMF OWNER AMF TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. 09/20/21 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS.O 0 m 0 0 0 m STAR RD. (COUNTY ROUTE 120C) 9. THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN ASSOCIATED WITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR. LOCATION MAP 2' OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUT AND PLUGGED AND THE REMAINING OPENING IN THE MANHOLE/STRUCTURE SHALL BE FILLED SO TO MATCH THE REMAINING STRUCTUREIMANHOLE. THE N.T.S. CONTRACTOR HAS THE OPTION TO REMOVE THOSE UTILITIES TO BE ABANDONED AT NO ADDITIONAL COST TO THE OWNER. 10. REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY BE PERFORMED AFTER CRITICAL NEW OR TEMPORARY DEMOLITION KEYNOTES INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRAINAGE, PAVING, ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING. EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS, OA BUILDING &ASSOCIATED PATIO, DECK, STEPS, STOOPS, WALKS, O ETC. TO BE REMOVED. CONTRACTOR TO COORDINATE WORK SCOPE 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL CURBS, RETAINING WALLS, ETC. TO BE REMOVED AND SCHEDULE WITH UTILITY COMPANY(IES) WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF A 0 TESD BY WORK COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. O MAILBOX TO BE REPLACED WITH NEW. FINAL LOC TI N 1308-21 EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE SERVICE HAZARDOUS BUILDING MATERIALS SURVEY DRAWN: AMF OWNER AMF TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. 09/20/21 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS.O GRAVEL DRIVEWAY TO BE REMOVED G CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO 13. CONTRACTOR 1S RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING RELOCATION REVISED PER DOT SUBMITTAL CORTLANDVILLE WATER AUTHORITY. PORTION OF WATER SERVICE REMAINING UNDER NYS ROUTE 13 IS TO BE ABANDONED. STRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYS OR REMOVAL ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO Op MISCELLANEOUS ITEM TO BE REMOVED DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE PROVIDE A SMOOTH TRANSITION INUTILITY SERVICE. CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION, �E UTILITIES TO BE REMOVED. COORDINATE SERVICE DISCONNECTIONIREMOVAL AND ASSOCIATED METER REMOVAL O HOLE AND LATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUG DI DISPOSAL, ETC. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED TO: GAS, ELECTRIC, TELEPHONE, STORM DRAINAGE, SANITARY WITH RESPECTIVE UTILITY COMPANY. STRUCTURE ENTRANCE PER TOWN OF REQUIREMENTS. 2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH SEWAGE, COMMUNICATIONS, HEAT, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH APPROPRIATE CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK BASE BID. SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. 15. THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS REQUIRED BY THE OWNER, TOWN OF 3. UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALLBE RESPONSIBLE FOR CERTIFYING TO THE OWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELY CORTLANDVILLE AND/OR THE ENGINEER. IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. 16. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITEBUILDING IMPROVEMENTS. 17. NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE. • � � w��U I� I� � � I � I � � I l. Q 3ATlla 0a&Vcl a aim awx 'sem d -T3 ,/.9'99T SONSA }Tial 1!llVliO " (xv) 'wigs I / > ; EX/STING UTILITY POLE TO RLr� �/ else®®® 0 cj o o• . Na/ � > � REMOVE PORTIONS OF EXISTING RT. 4 r / c w Izo 13 ASPHALT WITHIN LIMITS OF �� 4i • 1 x c n n nn { �, „ „ „ ,,,, .a �. / CURB/NG REMOVAL. S4W-CUT °� �` ♦ x �} x x X X,.....ti:/:.......:.......v....\.4�:.....-aa0..3a�a��3a3av��33��?���3��,�v�_ i, /H I /�/ > I� ASPHALT AT LIMITS OF REMOVAL 4-b m �1 , .: X x X C w �,Ili��� � Y �. I o� , x" x X x X b I REMOVE PORT/ONS OF EXISTING �+ v �z -- -�c._ __ x x x X ao o x x x- I / CURB/NG WITHIN LIMITS OF � / e X X x x x X X - -�c -x ='=-_ -- -- - .. a x / DRIVEWAY REMOVAL. SAW -CUT x X x x X x X x X X X x x x x x X X x x x c3nXa o x x- x x �? x X x x w�zx X I^ I CURB/NG AT LIMITS OF REMOVAL x X X X x x X X x x Fav, x x .40 > y X X X x x x x X X x x x X x X ,c K x X X X x x �' %o: CD , xy N w� x x x X x x x x X x x x" x x X X X x X x x x X X x x x x 07 �x ���X X x x x x' x" x x V 0 x X X w " x X X� X~ x Ix I X x X x x x X x 1 x x X x" X x x x X X" X x x x X X x x X X x x X X X X x x X x x Xs•"� w X X / I LATERAL TO/STING EXISTING /TARP ® W to d x x X X x x x X /jv XI X x X x x x x X x x x x„ x x X X x x x x x x x X X x x x x x X x x x x X x x x I w MANHOLE AT T/ME OF NEW \\ ® x x x x X x x off' x X x X x" X X x x X x x X X u x x X X X x X X x x x X X X x X , x x x x X x wx ��� o SEWER LINE INSTALLATION. x x x •� X X X X \ \\\\\\\\\\\\\\`\\\\\L\\\\\\\\\\\\\\ \\\\\\\; X x" Z T X / x X x, \ \ X x \a o 0 \ x x X x X x. x I X3 e x X x Q TD x x X I �..,_ I w ' SIB , x X x„ \ o \ x ,�\� Gi O0 m X x x X X x vi 9+A- /1 ' A rn 0 o U ow �, o wai Wz za' 0 0 a woo as ax's 0 zoo w ® x x x X x x x x $r�� \< x x \ wm \ \: x X x X X G x \ 6 �.: w \ x x x X �P X x w m X x\a w X X o H ♦� X X x X x x x X X x x w 4 X x x �z \' X X X x x x X x x I\ \ x X x x X x X x x X\ � X x X o \: x X x x x X x x x haw x x x X x X x X x X X Q� + / \ ♦® ♦ X x x x x X x X X \ x x X X X X X X x oa I� M m �r REMOVE EXIST/NG SIGN POST x x x X x x X„" �( � w •te• ®®.I ® X X x x X-4 x x X\ K x XH X X X s� LIMIT OF TREE X„ x x X x x A o o x x ,�i x x X X x A I E- I > REMOVAL, TYR x x X x x x x\ V P F4 W x° x x x X X x x x Aaw I '� W d I \ x x \ yo zZm \ X x x X vi r, l 0 1 a - Q- �.0 �'e• X x x x\ aza a o \ x x X x X X o `^' o HQ e� / U o a �.r J X x X X x x\ x a X X x X x X X U z Dr. V) w m bg� X X X X x \ w \ x X X X X X cti a"i I a '" E. a;z . x X 1 x X x\ ` \0 x X x X 0 ��I0 A 'I /� x / \ w �I o / N a O x x X x" X REMOVE EX/ST/NG fZAG POLE X x x x x x x X' I / 1 0��� .s21 x x X X�\\\\\X\\X\\\h\\\\\\\\\\\\\X\ X��X� \ , X x X X X x x w til / 2 I z �?4D . x X \ x X U k Ojl X x X x X x x ,c X X x x \ X X x x X X W Q�W H( / X x X X X x x x x x X x X X x X i c�- \I / Z I REMOVE EX/STING TREES x g x x X x x x \\\\ \ \ x x x w "a - a w U I x X X x X X X x ` X x x x x X X .; / �-+ > � OF 3) / ♦ `'►,�j,��x x x X X x X X \�\\\\\X X x x x x I I ' $ m �I / / a \ X X X X o x x x X x X x X x x X x x X x x i, x x x X, x x x x '� x x x X ,L i7£T x x x < m / W I EX/ST/NG MAILBOX TO BE RELOCATED. I FINAL LOCATION TBD BY OWNER. w m \ x x X x AVX X x X x X x X x x x x x x X x X X x x X- a , / > o `\ x X oho x x x X x x x X x X��cavT3x x x x X X x x x x x x x X X x x x x X� X y ,<- W A CONTRACTOR TO COORDINATE FINAL a o x x x -----x X x x X x x X x X x x x x� X �< = I / W I , LOCATION AND INSTALL WITH POST x X X X X X x x x x x x x x x x X 5 w; I / > OFFICE. � X X x x x x X x X X X X x X x x x X x x X X I < Ha cel / W x X x enc x x x X x ,c x x xy Pc E Q �; w REMOVE PORT/N LIMITS EX/ST/NG X x X x X X x X X � X x R o / I > rk.CURB/NG W/TH/ L TS OF X X x x x x X X x x w x x` ' o' / co SA -CUT CURBING AT LIMITS OF x x o w w ♦ \ (307.3:') -- �<� oa w I REMOVAL / \ 307.15'/ Z I �o REMOVE PORT/ONS OF EXISTING RT. \ / w 113 ASPHALT WITHIN LIMITS OF co 40'57'23 W ( > CURBING REMOVAL. SW -CUT ASPHALT AT LIMITS OF REMOVAL z, \ CQ I10 E-4 I 1.62 0 Qat I E =AIG GAS• SERVICE UNE _ -,Q4o z o 1. ALIGNMENT Of £X/S17NG GAS U/S N£ UNKNOWN \ ` I o I BD ANCCN7PAOORDIN47F SCD M/SS/ON SH(JTOf7� PRIOR 770 THF STAR7- Of WORK ti I I UTILITY COMPANY PRIOR TO TH£ START Of WORK. I/ ENC1NCttttNC ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O Z Lu LL - O W 2c Q 4 C) =J ou) Z cdLu Z =:) O O U Z J w '0 Lu IQ J uj uj uiJ ® � J CO) uj > i z Z o O .2� f � JOB NO: 1308-21 SCALE: 191 =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR TO ALTER IN ANY WAY, AN DEM BEARNG THE SEAL OF A PROFESSIONALENGINEER OR LAND SURVEYOR. F AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR SALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFN TO THE IIIA THEIR SEAL AND THE NOTATION 'ALTERED Or FOLLOWED BY THEN SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A VECFIC DESOW!"IDN OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Demolition Plan N 1 of 14 SHEET No: C-1 ■ O 1308-21 JOB No: DRAWING No: -E - GENERAL 1. APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN 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. 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11. INTERIM CONDITIONS -THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. CONSTRUCTION 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6. STAGING -AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREAIMETHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: • REMOVAL OF ANY CONSTRUCTION DEBRIS. • CLEANING PAVEMENT AND WALKWAY SURFACES. • RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. • PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. • PROVIDING REDLINES FOR RECORD DRAWING. • COMPLETION OF FINAL PUNCH LIST ITEMS. SITE KEYNOTES O HEAVY DUTY CONCRETE PAVEMENT RE: DETAIL OB REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL OC HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL OD CONCRETE CURBING, RE: DETAIL O CONCRETE CURBING TRANSITION, RE: DETAIL FO ASPHALT DIKE, RE: DETAIL O ASPHALT DIKE TRANSITION: RE: DETAIL OCONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS, RE: DETAIL lO CONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAIL O ACCESSIBLE PARKING, RE: DETAIL ACCESSIBLE RAMP, RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSU4" AND STRIPES TO BE L� SWSU4" 2'1 O.C. @ 45" TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS O BOLLARD, RE: DETAIL ON PAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PER UTILITY COMPANY REQUIREMENTS, RE: ELECTRICAL O DUMPSTER ENCLOSURE, RE: DETAIL OP LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAIL INGRESS/EGRESS DOORS, RE: ARCH. OR MONUMENT SIGN, RE: ARCH. === PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NA77ONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT -95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED MINIMUM LOT SIZE 1 ACRE MINIMUM LOT WIDTH 100' MINIMUM FRONT YARD SETBACK 35' MINIMUM REAR YARD SETBACK 40' MINIMUM SIDE YARD SETBACK 8' M/NJ12' OTHER PROVIDED VARIANCE REQD *3.24 ACRES NO *279' NO 36 NO >40' NO 10' NO MINIMUIM GREENSPACE 30% 146% NO MAXIMUM FLOOR AREA 30,000"" *21,000 NO PARKING SPACE SIZE 10'x20' 10'5x20' NO NUMBER OF PARKING SPACES STANDARD SPACES • 107 ADA ACESS/BLE SPACES 6 TOTAL 113 NO • TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. -MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDI77ONAL PERMIT APPROVAL IS GRANTED BYPLANN/NG BOARD. 3. PARCEL STATISTICS: 3.1 AREA - *3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAUAUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. ZZ 0 x 0 rq z 0 0 0 m � r TON ENGINEERING O ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 �1 ITHACA, NY 14850 9v 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com STAR RD. (COUNT( ROUTE 120C) LOCATION MAP N.T.S. AWA I I $ 21.9*,Lr_9c S I a I I I DUMPSTER A I � , w ENCLOSURE a I w Rn}xQ a �vRi a I I am six- �y ,z9'S9E R3 -d .49.991 I I/ y' pyo it a 6 : sl' ►: y T .� �/L � Mti� / 10' SIDE SEMCK �' X p$pt�r ���®®®ewe .t A � v H ®' $ o ti .. PHASE 1 Q Tck •co wz OW STORAGE qGo / ® (PHASE 1) I FUTURE PROPOSED MED/CAL_w I r j EX/SRNG FULL ACCESS ��a�� / / m ,.: , ........ _ FAC/L/TY mz D/TON I I oa o U 20 0 w E••' za� -04 °D z wW a wc,o xmd •1ee• .0B �- 04 :` .t �za d 134m •ii z LO � OR/IiEWAY TO BE REMOVED ®�'212DO SF > l ' (NYSDOT PERMIT REOU/RED) > ® ww _ c I X8,500 SF �' FTE -1166.65 FFE-1166.65 o ,( ® ® tr) ♦ m x 62 \w C6,71 .... � •* `� _� PATENT ENTR4NCE `- PATENT ENTRANCED O RE. ARCH. I I j w -a .. • RE.' ARCH. M 8' APART, �' •: I r � w 24 • CANOPY MR OF 13 _ 1 t I I 1 _� Boa ,e \s ,.♦ RE ARCH. 77 co cb r_4 � \ �� Now co 10 na �D \ \ ... , . . • ..... .... d� .. PAf/E111� IJRdP ell 0 O,t 6 I :� • 6)F, = LAME=. E- I .." .. ... . . .. .. . .... .. . . . . .. .. . z............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 zC ,I �jI l w / Of •92 ♦ �' 24 ..... Ri t I 2 L \ � •rho T....... Z • . . D. •l Im�I r/ w m \ �✓CO .. .•........... .. ... .....-. _ •..) �I c .. L .......•. . N ,....` .. ...• � .',♦.•. ... .. a �� \ ` . .. . ♦♦. . : .... . . . . . ., . . . . . . . . . . . . . . . .. .. . . .'•.. . . . . .. . . . . . . , ..... c \ at \ / pox o4 O %\ 23 ,t ' Na •� I aa0 �7� ♦\ RECONSTRUCT EX/ST/NG z •sj� ' J '� _ E D � a. o m FULL ACCESS DRMEWAY �x ;,,� �. _� � � (NYSOOT PERMIT a ♦ ` ��^,. J - -- - kf- - vC 1 1�,i�:�. . ( A -1 REOU/RED) ul 307.15' �" I , z I o w co ... --- - N 40'57'23" A P: o a m � \ P \ LSE \ b'o� � z a� �aH I a I E-•' I 0 V2 0 I v Ply / 2 - I cti z o I o I w a : f � \ JOB NO: O SCALE: 1 if =30' DRAWN: LLI LL DESIGNED: W DATE: 09/20/21 ® Cn IT 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SUR:'EYCR, TO ALTER IN ANY WAY. AN IIIA BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR [AND SURVEYOR. IF AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINFER OR IAND SURA1" ISALTERE), TFE ALTERING ENGINEER OR LAND SURVP/OR SII AFFIX TO THE ITIM MR SEAL AND THE NOTATION ALTERED Or FOLLOWED BY 1HEIR SIGNATURE AND TM DATE OF SUCTI ALTERATION, AND A WECTFK: DMCRF ION OFTHEALTERATION. COPYRIGHTID2021 MARATHON ENG. 1 ADAM M. FISHEL C DRAWING TITLE: Site Plan (Phase 1) z 2of14 SHEET No: C-2.01308-21 JOB No: DRAWING No: J 01 JOB NO: 1308-21 SCALE: 1 if =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SUR:'EYCR, TO ALTER IN ANY WAY. AN IIIA BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR [AND SURVEYOR. IF AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINFER OR IAND SURA1" ISALTERE), TFE ALTERING ENGINEER OR LAND SURVP/OR SII AFFIX TO THE ITIM MR SEAL AND THE NOTATION ALTERED Or FOLLOWED BY 1HEIR SIGNATURE AND TM DATE OF SUCTI ALTERATION, AND A WECTFK: DMCRF ION OFTHEALTERATION. COPYRIGHTID2021 MARATHON ENG. 1 ADAM M. FISHEL C DRAWING TITLE: Site Plan (Phase 1) z 2of14 SHEET No: C-2.01308-21 JOB No: DRAWING No: J 01 t a.g*,Lp_gc S PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS -1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5.01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED MINIMUM LOT SIZE 1 ACRE MINIMUM LOT WIDTH 100' MINIMUM FRONT YARD SETBACK 35' MINIMUM REAR YARD SETBACK 40' MINIMUM SIDE YARD SETBACK 8' M/NJIT OTHER C CONSTRUCTION GENERAL PROJECT 1" =30' DRAWN: AMF 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 REVISIONS CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 081`1621, WERE PROVIDED BY HOLT DATE BY DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE c ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED 10/07/21 AF BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 6 OUTSIDE OF THE BUILDING'S EXTERIOR WALL. TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF 0 I SURVEYING DATED 08/0521 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY v STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED 4, DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT WITH THE OWNER. NO LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD m ±279' NO VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE z WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REMOVED SHALL REMAIN. 0 REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. NO 0 v >40' 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE S. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, NO UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. IA PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6. STAGING -AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. REPRESENTATIVE. 7. EXCAVATIONS -ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: 9 REMOVAL OF ANY CONSTRUCTION DEBRIS. 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BEXEPT FREE OF FOREIGN 9 CLEANING PAVEMENT AND WALKWAY SURFACES. MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE 9 RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. OWNER'S ONSITE REPRESENTATIVE. 9 PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. 9 PROVIDING REDLINES FOR RECORD DRAWING. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND 9 COMPLETION OF FINAL PUNCH LIST ITEMS. SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR SITE KEYNOTES AGREEMENT 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM O REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND �B HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OC ASPHALT DIKE, RE: DETAIL 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL O ASPHALT DIKE TRANSITION: RE: DETAIL REQUEST A CLARIFICATION. STRIPED AREA. EDGE LINES TO BE SWSU4" AND STRIPES TO BE OE SWSU4•' 2'1 O.C. @ 45" TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS O TIMBER GUIDE RAIL, RE: DETAIL a.g*,Lp_gc S PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS -1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5.01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED MINIMUM LOT SIZE 1 ACRE MINIMUM LOT WIDTH 100' MINIMUM FRONT YARD SETBACK 35' MINIMUM REAR YARD SETBACK 40' MINIMUM SIDE YARD SETBACK 8' M/NJIT OTHER C MIN/MUIM GREENSPACE 30% ±31% NO MAXIMUM FLOOR AREA 30,000- ±21,000 NO PARKING SPACE SIZE 10'x20' 10"x20' NO NUMBER OF PARKING SPACES STANDARD SPACES 129 ADA ACESSIBLE SPACES 6 TOTAL 135 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BYPLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BYPLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAUAUTO SERVICE FACILITY 3.3 PROPOSED COND1770NS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. .. ., I I 0�A IW WW � r /IY AM ENGINEERING T ajw ROCHESTER LOCATION y`�F.oy 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 51 p ITHACA, NY 14850 yv 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com STAR RD. (COUNTY ROUTE 120C) r LOCATION MAP N.T.S. JOB NO: 1308-21 PROJECT 1" =30' DRAWN: AMF DESIGNED: SITE DATE: 09/20/21 REVISIONS z DATE BY REVISION c REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL F I 0 I 0, m v PROVIDED VARIANCE REQD ±3.24 ACRES NO 9� m ±279' NO p�'%. z 0 35' NO 0 v >40' NO y 10' NO IA MIN/MUIM GREENSPACE 30% ±31% NO MAXIMUM FLOOR AREA 30,000- ±21,000 NO PARKING SPACE SIZE 10'x20' 10"x20' NO NUMBER OF PARKING SPACES STANDARD SPACES 129 ADA ACESSIBLE SPACES 6 TOTAL 135 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BYPLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BYPLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAUAUTO SERVICE FACILITY 3.3 PROPOSED COND1770NS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. .. ., I I 0�A IW WW � r /IY AM ENGINEERING T ajw ROCHESTER LOCATION y`�F.oy 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 51 p ITHACA, NY 14850 yv 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com STAR RD. (COUNTY ROUTE 120C) r LOCATION MAP N.T.S. SNOW STORAGE DUMPSTER A I I cn W (PHASE 2) ENCLOSURE I w an>ixa anvd w a (TO REINA /N) Rom stn► 039 w I A A 171 d -d ,L9'89i 0 / 10 S/D£ SEMCK \ �i ♦ I / / ,� 40, �z OG° s A . . ...'.. 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W .� vs AIM 44cn cu) �-7. tc z In> - W Z LLJ O U �■ y0 U) z uj .1 z W O Lu 0 ® J Lu Uj J c') Lu � J 00 z I"- o 0 l.L.. o Z 0 JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION c REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL F I 0 I SNOW STORAGE DUMPSTER A I I cn W (PHASE 2) ENCLOSURE I w an>ixa anvd w a (TO REINA /N) Rom stn► 039 w I A A 171 d -d ,L9'89i 0 / 10 S/D£ SEMCK \ �i ♦ I / / ,� 40, �z OG° s A . . ...'.. E I 'I ® o- .:.: FUTURE PROPOSED MED/CAL I r 40- w�� '':._ •-IIj e 'f8, = a 0 A DDI TION FA CIL / TY III W.f21,200 SF500 SF 1166.65FFE=1166.65 FFE 6 U oo U L4 0 0 W F za� i o CID ® \ - MAIN ENTRANCE a ', 'Q�p a m ® \ • • • • • • SAW -CUT AND REMOVE RE- ARCH. e _ • I EXISTING ASPHALT DIKE~.9 24 CE I �n Or HME rj 07 �m8 \ ®, ®� I opo '' y I eco ♦ c .I®®�®®�®®� 1 w�a \ Is,..........I �I o � PAT/ENT DROP OFF LANE � - • PORTIONS OF EXISTING H A ASPHALT TO CONSTRUCTw co \ a� 0 x da / •• I CURBED ISLAND. aa S .4 o z 04 W 0w i, /ii � ' 67> Q \ •i I Qr \ \ � ' � +sz ♦ C I \ 24 � �I i' I 2 i ���� 41 ♦ I ' z / ♦ 22 ' ,'� W / O 4 �� ► �I I z �QD CD SNOW STORAGE \ o (PHASE 2) `� �' / I WI ', W I IN, ' o x w / ` 13 \ 23 0 z ( I a cv r/ E-+ 02 to co �oml W ♦ 1-lk�X:C X X �C Y. y W oe rj)124307.16 m xx III z H \ to \ ..� N 40'57'23" W w '_CD RitaI \ \ P�O \oc / a0 \ \ OAOE II I 0 I m 94 \ - I I Z U) ljj CDP. W .� vs AIM 44cn cu) �-7. tc z In> - W Z LLJ O U �■ y0 U) z uj .1 z W O Lu 0 ® J Lu Uj J c') Lu � J 00 z I"- o 0 l.L.. o Z 0 R 5 A V10LATION OF NEW YORK STATE EDUCATUN LAZY ARTICLE 145, SK ION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRWTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND RAYEYOR, TO ALTER IN ANY WAY. AN ITEM BEARING THE SEAL OF A PROFES40ANL ENGINEER OR LAND SURVEYOR. IF AN ITDM VARING 7HE SEAL OF A PROFE590NAL ENGINEER OR LAND RIRVEYOR 6 ALTERED, TER ALTERING ENGINEER OR LAND RAVE" SWVl AFFBE TO THE DERi THEIR SEAL AND THE NOTATION 'ALTERED BY, FOLLOWED BY THEIR SIGNATURE AND THE DATE OF 9" ALTERATION, AND A TEC'FIC DBUF ION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. 10 - ADAM M. FISHEL DRAWING DRAWING TITLE: Site Plan (Phase 2) 3of14 SHEET No: 1308-21 JOB No: 1 C-2.1 1 DRAWING No: / JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL R 5 A V10LATION OF NEW YORK STATE EDUCATUN LAZY ARTICLE 145, SK ION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRWTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND RAYEYOR, TO ALTER IN ANY WAY. AN ITEM BEARING THE SEAL OF A PROFES40ANL ENGINEER OR LAND SURVEYOR. IF AN ITDM VARING 7HE SEAL OF A PROFE590NAL ENGINEER OR LAND RIRVEYOR 6 ALTERED, TER ALTERING ENGINEER OR LAND RAVE" SWVl AFFBE TO THE DERi THEIR SEAL AND THE NOTATION 'ALTERED BY, FOLLOWED BY THEIR SIGNATURE AND THE DATE OF 9" ALTERATION, AND A TEC'FIC DBUF ION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. 10 - ADAM M. FISHEL DRAWING DRAWING TITLE: Site Plan (Phase 2) 3of14 SHEET No: 1308-21 JOB No: 1 C-2.1 1 DRAWING No: / EARTHWORK 1. PREPARATION -PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: • SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. • CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. • TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY. 2. RESPONSIBILITY -THE CONTRACTOR IS RESPONSIBLE FOR: • ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. • GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. • COMPACTION -ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT' ARE INTERCHANGEABLE. • CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT. 3. TESTING -THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: • 95°16 UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS • 85% IN REMAINING AREAS THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. 4. LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. 5. PROOF ROLLING -THE OWNER'S REPRESENTATIVE MAY REQUESTA PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE. EROSION CONTROL 1. CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING 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) LATEST STORM WATER REGULATIONS. 2. CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB -CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 3. INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (LE... STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. 4. NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP -0-20-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP -0-20-002. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). 5. PRE -CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 6. TOPSOIL - UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. 7. SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS. 8. DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB -BASE AND ANY OTHER EXPOSED SURFACES. 9. OPERATION & MAINTENANCE -THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE -EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. 10. WORK STOPPAGE -ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. 11. TEMPORARY STABILIZATION -TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ was - =S/LT FENCE RE • DETAIL, TYP. ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED. 12. WINTER STABILIZATION -ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE WS BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON -STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST. 13. SUBSOIL RESTORATION -ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 - SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP A AND SHALL BE RESTORED AS SPECIFIED. 14. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE -CONSTRUCTION MEETING: • INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. • INSTALL STABILIZED CONSTRUCTION ENTRANCE. • PROTECT VEGETATION TO REMAIN. • CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. • COMPLETE CLEARING AND GRUBBING OPERATION. • PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. • CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. • MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. • RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. • REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER. XX 0 m 0 0 v m \ ,r rotim T, a1v ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 p ITHACA, NY 14850 �v 607-241 -291 7 www.marathoneng.com STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. DISTURBANCE SUMMARY: ONSITE DISTURBED: ±3.10 ACRES OFFSITE DISTURBED: ±0.10 ACRES TOTAL DISTURBED:±3.20 ACRES TOTAL PROJECT AREA ±3.35 ACRES EXISTING IMPERVIOUS: ±1.70 ACRES EXISTING PERVIOUS: ±1.50 ACRES PROPOSED IMPERVIOUS: ±2.14 ACRES PROPOSED PERVIOUS: ±1.066 ACRES OUTLET SPILLWAY %'A ora Q I°� g ry �' I �a D I g`: U f J. 1 SLOPE r:, RE. DETAIL .s�,t s�.es; s w m I a, ).M� PIPE OUTLET PRO ( I RE- DETAIL a x. la ( w 1166 (W-?L�. _ 9 r Lx �R,�XJ It 1 A 4 I jam$ + w N�.1 ;` 4 I ,t _ \ , I� _ - - -•� ' r 1# (a/l'` ' 0 to V ) 1 :� 11x6 o I TC=1166 5 / /NLET PROTEC770N } , " 2 n / .� Irn m I / RE- DETAIL TYR FUTURE PROPOSED MED/CAL I I ff' /,�`� / �• 3.•1 SLOPE I m� ( // TION FAC/L/TY (H'�)ADD/ CID 00 " L --L-8,500 SF (21,200 SF a Irl ;:•r cr� I I Y �rc=11x65 FEE -1166.65 FFE 1166.65 <•�61�'O 11� ?7 r BC= 1166.0 ( to -- _ - •, Yom,.®' _ Y ( W 4 W OFr k: ' !:%" o 1 r I f . `'"P;�• I h 1r 44`/y - __ I I / / /� o W o� ctj I / ,� .+ O ; .+ STONE SLOPE STABIUZ4 d& ; . �- A ..N - RE- DETAIL �-� � ' 1166 4.. � � � �, `\ t_ � � 116� H 2.' 1 SLOPE I 6.4 1166.4 I j I. 1166.4-,, 2 0 4 t y r rA F W (H.- V) 1� xa' o ( 7C= 1166.5 = I�JI I ✓I /m'I BC -1166.0-`\ _ � � 1 , m � 0� ® 1166.0 =1 66. T = 00 166.5 � - - - � ! 0 � 0'+x la o+ f ,rB a �w S \ I =1 166:1 / =71,166.5 TC=11665 `vl ' -+ x� o ♦ Se I / / BC=!1665 w I a J W-1166.75 W �qz�ae BC= 1166.25 E ZNW x .4 / � I tf A I A I �/ I > QO 00 \ + I ;/ �, i 646 0Z yY , F�-E I ♦ I ' a.w / O 1 / ♦ ' - • "0 a Cj�E-CO I q eL• a m m Aon U / ° 0 / \IN,/ \ Pz' IN, V \ / oo o ............. ( a 114 E-4 ,STAB/UZED CONSTRUCTION ENTR4NCE \ I\ � -155 � \ � � ' 1 � � `•�� � � RE DETAIL16 - 1186.5 t65.7�x40 h I > 307.15 .- ... . _ _ - _I z P4 - __ -- _ _ � I =I �� r � �� -_� r N 40"57'23" W r I a P. � LIMIT OF D/STURBANCE �, I TYR , I I� , 0 �wE• � � �� I � IN, O as 0 n IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON' UNLESS ACTING UNDER THE DIRECTION OF A LKENSED PROFESSIONAL EN(3 EER OR LAND SIRA'EYOR, TO ALTER IN ANY WAY. AN ITIM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEM SEAL AND THE NOTATION ALTERED BY' FOUL(%VED BY THEIR SIGNATURE AND THE DATE OF SUM ALTERATION, AND A WEffIC DES RPIION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Grading, Drainage & Erosion Control Plan 4of14 JOB NO: O SCALE: 111 =30' DRAWN: W Z DESIGNED: Q W DATE: 09/20/21 REVISIONS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON' UNLESS ACTING UNDER THE DIRECTION OF A LKENSED PROFESSIONAL EN(3 EER OR LAND SIRA'EYOR, TO ALTER IN ANY WAY. AN ITIM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEM SEAL AND THE NOTATION ALTERED BY' FOUL(%VED BY THEIR SIGNATURE AND THE DATE OF SUM ALTERATION, AND A WEffIC DES RPIION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Grading, Drainage & Erosion Control Plan 4of14 JOB NO: 1308-21 SCALE: 111 =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON' UNLESS ACTING UNDER THE DIRECTION OF A LKENSED PROFESSIONAL EN(3 EER OR LAND SIRA'EYOR, TO ALTER IN ANY WAY. AN ITIM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEM SEAL AND THE NOTATION ALTERED BY' FOUL(%VED BY THEIR SIGNATURE AND THE DATE OF SUM ALTERATION, AND A WEffIC DES RPIION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Grading, Drainage & Erosion Control Plan 4of14 SHEET No: C-3.0 1308-21 JOB No: DRAWING No: / UTILITIES 1. SANITARY 1.1 MATERIALS • MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR -35. PIPING AND FITTINGS SHALL MEET: • ASTM D-3034 (4" THRU 15") • ASTM F-679 (18" THRU 48") • JOINTING MATERIALS - SHALL BE BELL -AND -SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. • MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C443. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON -PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUNDWATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 2. STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. 2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: • HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D3350. 2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. r d q0 ,►o7Z U [� w 0 wI- zwv Q 3. WATER 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. 3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS. 3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS: DESCRIPTION SIZE MATERIAL (a) TYPE (b) TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THE 6" HDPE CMB CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION: FROM THE CONTROL VALVE TO THE BUILDING 5' HDPE' CMB (A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE OR HDPE DR 21 (200 PSI) (B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8 -INCH THROUGH 1 -INCH METERS.1 %-INCH +2 -INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3 -INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER. 3.7 WATER SERVICE LINES SIZED 4 -INCHES OR GREATER SHALL BE: • PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. • DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AVWVA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY. 3.8 ALL MECHANICAL JOINTS SHALL BE RESTRAINED. WATER SERVICE ENTRANCE RE • MEP DRAW/NGS ELECTRIC SERVICE ENTRANCE RE MEP DRAW/NGS /COMM, 5ERI9CE ENTRANCE RE • MEP DRAW/NGS PAD MOUNTED TRANSFORMER CONTRACTOR TO COORDINATE FINAL D-1.2 SIZE, LOCATION & WORK SCOPE WITH S1. C1_L4NUU1 THE UTILITY PROVIDER PR/OR TO THE 7R=1166.0 65 o /NV= 1163.START OF WORK. c> m z f 0 0 0 m TjN ENGINEERING 4 b, ROCHESTER LOCATION ��ti 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 Sl ? ITHACA, NY 14850 my 607-241 -291 7 vvww.marathoneng.com STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. .... I I � I.. UoyW IW pq � Wt/xj'a1A 9 A 4�' ZD/1A ST. MH. S .S 6,�.B.BE S w I ra C42 I f 36 LF 12" D/A. HDPE T/z= r -64.50 I " /NV=1160.77 2L 320 LF 12" DIA. HDPE a I HATua aanvd ®0.90 9 MIN.® 0.90 Z MIN. suet ;io �x a G' SERVICE POINTOE CONNECTION d -d ,1,9'88T (w _ .r I / i 4 APPROXIMATE LOCATION SHOWN, Q� CONTRACTOR TO COORDINATE FINAL LOCATION AND - - ®®e a tNU St L"1/UN �- ROOF DOWNSPOUT �® r� 1160.0 I _ REFER TO PLUMB/NG FOR � � WORK SCOPE WITH THE UTILITY PROVIDER PR/OR TO THE x Y� � START OF WORK. ® ®--------------- ----I ( C. LOCATION, TIE ALL GAS SERVICE £NTR.4NCE o I kio DOWNSPOUTS TO STORM RE MEP DRAW/NGS � '� / I e ® t y2 LF 24" DEA, ( D -L I LATERAL. ® _ _ RDPE ® 0.5ox 30 X30-7 CATCH BASIN f ® T 1164.72F U TURE PROPOSED MED/CAL i I -� GAS SERVICE PO/NT OF CONNEC770N u, I I I 4 APPROXIMATE LOCATION SHOWN. '6z I / CONTRACTOR TO COORDINATE FINAL LOCATION I� ADDITION FA C-1-1- /TY 24"x24" CATCH MS/N _ I AND WORK SCOPE WITH THE U77L/TY PROVIDERTG= 1165.40 m . o i / PR/OR TO THE START OF WORK, 8, 500 SF (21,200 SF /Nvp1162.40 FEE==1166, 65 FEE"=1166.65 f30 LF 6 PVC 0> w I ( / it V( Aik ® 6, 0,T O w a I I xTR=1166,80 I W I /NV=1159.10 65 LF 6" SOLID -WALL �I0 t a w xl �t SAN G:U �� Lan I Go ,� I ; HDPE 1.09 MIN. /Go =�'s6 ( a� / '� o a 0_4 £X/STING WATER SERVICE TO BE ABANDON D -+ I TRANS/TION FROM PERF. -! 00 / m CONTRACTOR TO CUT AND CAP EX/STING WATER t I I HDPE TO SOLID -WALL HDPE " �_ �--�e Ih SERVICE AND REMOVE SERV/CE TAP. _ f 93 LF 12 D/A. A �� I ° " FIRE DEPARTMENT CONNECTION �- - a• N WATER SERVICE RUNNING UNDER RT 13 TO BE I 255 LF 6 PERF. HDPE RE.• MEP DRAW/NGS HDPE ® 0.259 I °� o w a ABANDONED /N PLACE. Le I a UNDERDRA/N ® 1.09 M/N. y �, ,c I j4L' O/A. /NMH L• I/� I y_ \ vi WATER SERVICE PO/NT OF CONNECTION 1 =1164 72 ,� I I 7 I %' Y APPROXIMATE LOCATION SHOWN. WATER TAP I /Nv= 1160.69 / g - to o y� �r BY CONTR4CTOR, CONTR4CTOR TO COORDINATE e- M ®® I - - '� - _ _ ' f ih - 1 CO I FINAL LOCATION AND WORK SCOPE WITH THE a •t a ae e I / /" / 6 HDPE HYDRANT / I I a �" 0 ` " � `-' \ UT/L/TY PROVIDER PR/OR TO THE START OF ♦ @s� / 2 a'.12 /�'A..RD INLET LATERAL w I I ®4` I " \ � ( � PRIVATE- FIRE HYDRANT QIP• j � � A / I \ 6 HDPE y� � a y UNDERDRA/N WITH 4 " PVC. RE: DETAIL 1 9G x a ( / / COMB/OED WATER � '� • e� I ��. � � /NMH TYP. OF 2 EZB tf p. H a � �(1Ar SERVICE ® D14. INUH/ I xTG=1165.00 O �-4 /IW=160.96 TO= 1165.50 oS I / N." /NI -11(1.61 Iz , \ I / � )o74 w k 78 LF 18'f110 LF 13' DEANOPF ,01 9z HDP ® 0.25% HDPE ® 0.25%41 \ m \ m 0 / F z cq a� od 1 0Zz / A Iz w \ P� 30"x30" CATCH 84S/N 7G= 1165.22 I3 I - - N !Q - C MONUMENT S/GN REFER TO ELECTRICAL FOR co `Z H m .. / Z ROUT/NG OF SITE ELECTRIC 4 • DE4. /NMH 4" D/A. /NMH TG=1165.22 TO= 1165.40 \ 4 \ INV=1161.16 /NV- I f 1.43 INV=1161.75 I N w d �<49 \\ / a I gom \ctiw I w� ..I / E-+ I ---------------------------------------- a - a a 307.32') ( 0 w / ( I /U) 307.15'1 / z I Pa\ ... ... '� �" N 40'57'23" W �o a � � /p I� I F'I O�•x \ OcgO� U � I o I J l \ JOB NO: O SCALE: 1" =30' DRAWN: W u Ij op. u- W DATE: Q REVISIONS ~ Cl) l \ JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT LS A VITIATION OF NEW YORK STATE EDUCATION LAW ARTICLE I45, SECTION 7309 FOR ANY PERSON, UNLM ACITNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGMER OR LAND SM EYOR, TO ATTR IN ANY WAY, AN MM BEIRNG THE SEAL OF A PROF59WL ENGINEER OR LAND SURVEYOR. IF AN DDA BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFRX TO THE DEMI THEIR SEAL AND THE NOTATION "ALTERED Br FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRPRON OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Utility Plan 5of15 SHEET No 1308-21 � JOB No: ZN C-4.0 DRAWING N0: �/ i KEY BOTANICAL NAME AC ACER X. FREE. "CELEBRATION" AR ACER RUBRIM "RED SUNSET" CK CALAMGROSTIS ACUT. "KARL FOESTER" GP GINKO BIL. "PRINCETON SENTRY" HS HEMEROCALLIS "STELLA D'ORO" JSG JUNIPERUS CHIN. "SEA GREEN" JS JUNIPERUS CHIN. "SPARTAN" PS PANICUM VIRG. "SHENANDOAH" PH PENNISETUM ALOP. "HAMELN" RA RHOS AROM. "GRO-LOW" SS SPIREA JAP. "SHIROBANA" TD TAXUS M. " DENSIFORMIS" VS VIBURNUM P.T. "SHASTA" LANDSCAPING SCHEDULE I COMMON NAME CELEBRATION MAPLE RED SUNSET MAPLE KARL FOESTER REED GRASS PRINCETON SENTTRY GINKO STELLA D'ORO DAYLILY SEA GREEEN JUNIPER SPARTAN JUNIJPER SHENANDOAH SWITCH GRASS HAMELN FOUNTAIN GRASS GRO-LOW SUMAC SHIROBANA SPIREA DENSIFORMIS YEW SHASTA VIBURNUM LIGHTING NOTES 1. THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON 9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP. 2. THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS FOR ROUTING OF ELECTRIC TO SITE LIGHTING. 0+ 0. 0+ 0. 0+ 0. 0+ 0.0 .0 0.0 0.0 0 .0+0 .09.00.0 0.0 o.00.00.00-00�.00.00.00.0o.ap0.00-00.00.0o.00.00-00-00.00.0 0.0 0 .00.00.00-00-00-00-00.00.00.00.00.o±.oa.oa.oo.o.0.00.00.0.ID.00.o0.0O.o+ 0.0 0.0+ 0.00.0.o 0.0 a+ 0.0 + 041�0.0+ 0.0 0.0 0.0 0.0 .0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.00.00-00-00.0o.ao.a 0.o 0.0.0sw�s0o000.00.00.00.00.00.00.00. 0.00.00.00.00.0a-QDAA&EOt&Wf•POedDhft&_. 00.0,ess.............1....0.00. 0.00.)0.00.00.0 + + + + + + + + CONTRACTOR TO+ EXTEND+ CONDUIT TO+ + + + + + + + + + + + + + + + + + 0.00.00.00.00.00.00.00.00.00.00.00.oa.00-00.00.00.00.00.00.00.00.00.00.00.00.000.00.00.00.00.00.00.0 oo.ao.o0.00.00.0��SE I + + + + + + + AWN 0.0 10.00.00.00.00.00.00.00.00.00.00.00. 0.0 0.)0.00.00.0 lr- n n n n IQ- 0 0.0 0.0 0.0 0.0 0.0 nan + +on nn an on on nn n1 o. o.o. a o. o o. o. fa-.LL. IGo. 0.0+.0++ill Rp.o.a+ + + o•� 0o.0o.a0.a000.00.00.00.a9-+- oio. 0 + + + + + + + + + + + + + + ++++++++++ + +.+ + 0. +. +++.+. '+ o 90 + + + 0 0.0 0.0 0.0 0.0 0.0 8 0.0 0 0. o - o FTa-8ae-aye-e.Q 4;6 a�-s. o. o 0.0 o.oMTOO 0 0.0 0.0 0.0 0.0 0./ 6..00.0 0. 0.0 0.0 0.1 +64-09.V440. M. 5 0.8�PH 2.2 1 01 .0 0 0.)0.0 +0. 0 -2 + + + + + + + +I + + + + + + 0.0 0 .-u.u-bI-u�I-�. 4 � 5JSG io +0+0+.AO o. o.1 ... a.o0 0.0 0.0 0.0 a�V 0.0 *.0 0.0 0.0 0.0 0.0 a.0 0.1 1 , _ ,a 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0.0 0.0 0.1 0A 0.3 'D. 5 '0. 9 '1. 6 '2. 8 3-6 4.4 4.3 4.3 3.9 3.0 1.8 0.9 1 -5 J2 0. 0 0 0.) 0.0 T0.0 0.0 + + + �4� + + + + L + + + + + - - �-�T- - . R -1w NK NK NK NK NK NK +� TTD 1 + + + + LAWN +0 0.0 0.0 0.0.C� 0.0 0.0 0. 0.0 0.010.0 0.0 0.0 0.0 0.0 0.0 0.1 0� 0.3 �0.5 0.9 1.6 2-6 3.7 4.( 3.9 4.0 3-8 2.8 1.6 0� 1 .5 3 FUTURE PROPOSED /DIED/CALl 0.0 0.0 �'. 10.) 0.0 A� 0.0 a + + + + + + + + + + + + + + + + NK NK NK NK NK NK 1 x NK NK H •} X + ' + + + �.i + + 0 0.0 0.0 0!� �.0 0.0 0.0 0.0 0-( 0.0 0.0 0.0 0.0 0.0 0.0 0.1 01 0-3 0.5 0.9 1.5 2.4 3.4 4. 4-0 4.0 3-5 2.8 f R 1 •5 0`5 ADDITION FA C/L /TY 0 �Cf) 0.0 0.0 = +Kr + + + + + + + + + + + + + •c NK NK NK NK NK NK + JSG ` �� + + + 0 O.0.0 0.0 o.a 0. 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0�1 0.4 0.9 1.3 2.0 3.0 4. -4.6 4.2 3.1 2.7 3.3 4.2 6 5'7 .f8,500 SF (21,200 SF 0 0 �, 10.) .0 0.0 0.0 ■ ++ + + + + + + + + + + + + w NK ` '� NK + FFE=1166.65 FFE=1166.65 SS + 1+ +0. + 3 0 0.0.0 0.0 0.0 0.0 .0 O. C� 0.0 0. a 0.0 0.0 0.0 0.0 0.0 0�� w 7g � 1.2 1.4 2.0 3.0 4. 4.7 �dH�22 �1 2.6 2.9 3.5 .. 8 � 2 O 0.0 0■0 0 ) 0.) 0 0.0 ++ ++NK NK NK NK ( NK NK NK NK NK NK HARDWOOD BARK MULCH +09.0.00.00.0O.�a ( �Ej��O��•00 O,4Z 1.7 2.02.63.44.x'4.1 4.1 3.52.92.52.4:.727 COLOR TBD BY OWNER), TYP 0.0000) 0.)0.00.00. I Q NK NK NK + O d 0.0 +a.0 +0.0 0 0'6+:0 +0:0 Q.0 1J�Q +�� a7�UE��.O 1.6 �3�b X2.5 X2.5 X2.8 X3.53. 3.7 3.9 3.7 3.1 2.4 1.6 - .6 1 5 [�q`y/�/ "_ 3' WIDE STONE MULCH BED + ++0 0 +0.0 +0.0 e d 0 NK NK NK NK NK I NK NK NK NK NK (PHASE 1) �2 WASHED CRUSHED STONE ON 3 + � + 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 �). 0 0.0 0.0 0.0 0.0 0.0 0.0 0 � 2.3 3.7 3.0 2.4 2.7 3.3 4. � 4.1 4.2 3.7 3.0"1. 8 0.9 1 .8 O 8 WEED BARRIER WITH METAL '1'D �+ ® LANDSCAPE EDGING, 7WICAL ALONG 3 + + + + + + + NK NK NK NK NK � �: NK � �: NK + I +p + + + 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0. . (!k# .0 0.0 0.0 0.0 0.0 0.0 0 _ 12.4 7 wj 2.1 2.1 3.0 4. jll� 4. 8 4.5 3.3 2.2 1.2 0.6 1 .5 0.5 BU/LD/Nle SHOWN 0 00 0.)0.0 (0.0 + + + + + + + + + + + + + + + NK NK NK N NK NK NA NK NK NK NK NK + L + 4 'A - - ; I + + + + + + + - +0 +0. +0. +0. ' 00.00.00.00.00.00.00.00.0 0.0 • �,�0.00.00.00.002.43.72.82.1 2.02.84.11 4.6(AH�2j!P1.7 0.90.51.50.70.80.81. 1.1 1.1 1.0 0.5 0.3--t- .0 0.1 0.3 .60.91.1JILJ1 0.00 0.1 0. 0.20. 0.00100 0)0.00.00.0�� + + + + + + + + + .� �► + + + + NK LAWN NK NK NK NK I I; NK NK NK NK NK NK + + + + + + + + + + + + + _ + _ + _. + _ +_ +_ +_ _ + + + + + + + l+ + +- - + + 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. 0. 0�®0.0 0.0 0.0��. 3.6 2.9 2.1 2.1 2.7 3. .3 4 .3 4 ,2,6� . 7 ,0- 9 n- 6 1 R z n_ S n ra _ n,� 0, _ - - I n n r� a n n U. -8A- 0. 0.0 0 rn z 0 0 v m STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. - e \ r MAMA T ON ENGINEERING ROCHESTER LOCATION 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 14850 v 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com SEED & MULCH SEED MIX SHALL BE TOWN & COUNTRY SEED MIX AS MANUFACTURED BY CROSSMAN SEED CORPORATION. SEED MIX SHALL CONSIST OF: 30% CREEPING RED FESCUE 20% GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PERENNIAL RYEGRASS 20% KEYSTONE 2 PERENNIAL RYEGRASS 10% KENTUCKY BLUEGRASS 98 / 85 SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED. MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRE + + + + + + + + + + + +'W g 2K K K NK K NK K K K K + + + 2.7K 3.02.1 1�02H•)3.63.3.0�.0.9K0.6K0.5 00 0.)0.00.00.000.00.00. 0.0( 0. 0 1.5K2.9K2.3K1.91.8 2.3K2.0K4K0.9K0.71.1 1.7K 00.00.00.00.00.00.00.00. 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GUARANTEE -THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, z4c Q ® F_ Cn DATE BY MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL -2. TOPSOIL -PLACE A MINIMUM OF 4 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL 0 30 60 QUANTITY ( PLANTED SIZE I ROOT REMARKS PRIOR TO SEEDING. 1 2-1 /2" CAL. B & B 3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE SCALE O APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR 1 2-1/21' CAL. B & B SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. 5 #3 CONT. CLUMP 4L PLANT STOCK- PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". 1 2-1 /2" CAL. B & B THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE _ 24 #2 CONT. CLUMP FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. - 19 24" HT/SPR B & B 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT 3 6-7w HT BAB INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. S. PLANTING BEDS - PROVIDE TWELVE INCHES (17) OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE 16 #3 CONT. #3 CONT. INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 10 #3 CONT. #3 CONT. ---� 19 18-24" SPR. #2 CONT. HEAVY Statistics 8 18" SPR #3 CONT Description Symbol Avg Max Min Max/Min Avg/Min 9 24" SPR B & B PHASE I PARKING SUMMARY X 2.1 fc 5.4 fc 0.5 fc 10.8:1 4.2:1 4 4' HT. B & B PROPERTY LINE + 0.0 fC 0.1 fc 0.0 fC N/A N/A SPILL SUMMARY 'E 0.7 fc 5.7 fc 0.0 fc N/A N/A PHASE If PARKING SUMMARY X 2.1 fc 4.4 fc 0.4 fc 11.0:1 5.3:1 Schedule y Symbol Label Quantity Manufacturer Catalog Number Description Number Lumens Light Loss Total LampLamps Per Lamp Factor Lumens Wattage Distribution S5 Uthonia Ughting A DSX1 LED P3 4% DSX1 LED P3 40K T5S MVC -T 1 13088 0.92 13088 102 T5S MVOLT TYPE VS, BUG RATING: B3 - UO - G1 S7 Lithonia Lightin B DSX1 LED P3 401ODSX1 LED P3 40K BLC MVC -T 1 10309 0.92 10309 102 BLC MVOLT TYPE 111, SHORT, BUG RATING: B1 - UO G2 - 3 Uthonia Lighting DSX1 LED P3 40HDSX1 LED P3 40K RCCO 1 7671 0.92 7671 102 TYPE IV, MEDIUM, BUG C RCCO MVOLT MVOLT RATING: B1 - UO - G3 LIGHTING NOTES 1. THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON 9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP. 2. 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(COUNTY ROUTE 120C) LOCATION MAP N.T.S. - e \ r MAMA T ON ENGINEERING ROCHESTER LOCATION 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 14850 v 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com SEED & MULCH SEED MIX SHALL BE TOWN & COUNTRY SEED MIX AS MANUFACTURED BY CROSSMAN SEED CORPORATION. SEED MIX SHALL CONSIST OF: 30% CREEPING RED FESCUE 20% GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PERENNIAL RYEGRASS 20% KEYSTONE 2 PERENNIAL RYEGRASS 10% KENTUCKY BLUEGRASS 98 / 85 SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED. MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRE + + + + + + + + + + + +'W g 2K K K NK K NK K K K K + + + 2.7K 3.02.1 1�02H•)3.63.3.0�.0.9K0.6K0.5 00 0.)0.00.00.000.00.00. 0.0( 0. 0 1.5K2.9K2.3K1.91.8 2.3K2.0K4K0.9K0.71.1 1.7K 00.00.00.00.00.00.00.00. 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QOa`P80�-9 ( 0' O�vat�Ua g p0100.0o0a.00.1�00•0. 1 �.1 0.1 Rq 0. 0.0 0.0 0� C. o.) 0.0 0.0 0.0 _ 0 +0.0 +o. 0 +0.0 +a. +o. 0 +a. 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +o. 0 + . 0 +0.0 +0.0 +0.0 +0.0 +o. 0 +a. 0 +0.0 +0.0 +o. 0 +O. 0.0 +0. 0 0�0 0 0.0 0.0 0,0 0.0 +0.0 +0.t +0. o +o. 0 +o. o +a. o +0.0 +o. o +0. o +o. 0 +o. o +a. o +a. o +o.0 +o.0 +0.0 1. +o.0 +0. o +0.1 . 0.0 +0.0 +0.0 +A1,C.0 +o. ) +a.0 +0.0 +0.0 + + + + + + + + o.d.o+a.a+ _). + + + + + + + + + + + + + + + + + �1+ + + ++ + + + + 00.00.00.Oa.00.01-0.0O.oO.00.00.00.00.00.00`60.00.00.00.0.00.oo.00.oa.00.00.0a.Oo.ao.a0.o.oO.aa.k 0.00.00.00.0 00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0o.p1 . 0.00.00.0 0 .09 0+0.0+0.0+0.0+0.0+0.0+0.a.o+o.o+ oo+o.o+a.o+o.o+o.o+o.+o.o+o.o.o+o.o+o.o+o.o+a.o+a.a+o.o+o.o+o.o+o.o+ + + + ++ + + + +++ + + + +a. + + + + + + + + + +o.+o.o+ o.o+ o.a+o.o+ o +0+0.0+0.0+0.0+0.00+ 0.00.00.00.00 a.00.-0.00.00. 00.00.00.0o.0ao.00.0o.0a.0o.00.00.00.00.0a� + + + + + + + + + + + + + + + + + + + + + + +a+0+o+ + + + + + + + + + + + + + + + + + +�+ 00.00.00.00.00.00.00.0Q.00.00.00.00.00.00.0 00.00.00.00.00.00.00.00.00.00.9�0�0 o.oo.00.00.00.00.00.o +0. oo.oo.oo.oo.ao.oo.oo.oo.oo.00.00.00.00.00.00.00.ao.00.00F0.0 +0.0 +0.0 +0.0 +0.00 0. f ■ � JOB NO: O SCALE: 1" =30' DRAWN: W Z OF O w z4c Q ® F_ Cn 1 W J 0 Q O LL_ O Z OO IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTKIE 145, SK71ON 7209 FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF A LRRSFD PROFESSIONAL ENGINEER OR LAND SM'EY'OR, TO ALTER IN ANY WAY, AN ITAE WARM THE SEAL OF A PROFESSIONAL INONEER OR [AND SURVEYOR. F AN ITEM BLARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGMEER OR LAND SURVEYOR SHALL AFFIX TO THE ITIN THEIR SEM AND THE NOTAWN 'ALTMD Br FOLLOWED BY THEIR SIGNATURE AND THE LATE OF SUCH ALTERATION AND A SP K: D ESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL l r DRAWING TITLE: N Lighting & Landscaping Plan 6of14 SHEET No: 1308-21 � JOB No: C-5.0 DRAWING No: / JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTKIE 145, SK71ON 7209 FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF A LRRSFD PROFESSIONAL ENGINEER OR LAND SM'EY'OR, TO ALTER IN ANY WAY, AN ITAE WARM THE SEAL OF A PROFESSIONAL INONEER OR [AND SURVEYOR. F AN ITEM BLARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR ISALTERED, THE ALTERING ENGMEER OR LAND SURVEYOR SHALL AFFIX TO THE ITIN THEIR SEM AND THE NOTAWN 'ALTMD Br FOLLOWED BY THEIR SIGNATURE AND THE LATE OF SUCH ALTERATION AND A SP K: D ESCRIPTION OF THE ALTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL l r DRAWING TITLE: N Lighting & Landscaping Plan 6of14 SHEET No: 1308-21 � JOB No: C-5.0 DRAWING No: / FILL GAPS BETWEEN LOG AND - 2" X 2" X 36" HARDWOOD SOIL SURFACE WITH ON-S/TE STAKE ® 10' O.C. MATER/AL COMPACTED TO A HEIGHT OF NO MORE THAN %3 12" DIA. SILT SOCK THE LOG DIAMETER WORK AREA + m AREA TO BE PROTECTED 12":f, .: J::,`rs`. rti,.r NOTES. - 1. EXCAVATE A SHALLOW TRENCH AT THE TOE OF SLOPE SLIGHTLY BELOW BASEFLOW. 2. PLACE THE ROLLE IN THE TRENCH AND ANCHOR WITH 2" X 2" POSTS SPACED AT 10' O.C. J. SILT SOCK ALONG EDGE OF PAVEMENT CAN BE REMOVED UPON COMPLETION OF FINAL PAVING OPERATIONS. 4. USE FIL TREXX SIL TSOXX OR APPROVED EQUAL. EROSION CONTROL SILT SOCK 1 SCALE: N.T.S. (WITHIN NYSDOT R.O.W. ONLY) 10' END SECTION a 0 S4op� (V,qR/esj END SECTION ROCK RIP RAP CONFORMING TO NYSDOT LIGHT STONE FILL PER NYSDOT STANDARD SPECIFICATION SECTION 733 INVERT NYSDOT ITEM 620.03 THICKNESS SHALL BE EQUAL TO 2 TIMES THE DIAMETER OF THE LARGEST STONE (MIN. 12') SEPARATION FABRIC S4 op. (4R/eS) 1) RCP END SECTIONS SHALL CONFORM TO NYSDOT SPEC. # 706-06 2.) HDPE PIPE END SECTIONS SHALL CONFORM TO NYSDOT SPEC. # 707-10 (:4 PIPE OUTLET PROTECTION SCALE: N.T.S TOP OF STONE CREST ELEVATION 12" THICK LIGHT STONE FILL NYSDOT ITEM #733 NOTES: 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. 4. RIP -RAP SHALL BE GROUTED WITH LEAN GROUT SUCH THAT NO CAVITY OR VOID SHALL EXIST UNDER THE STONES 5. EXTEND GROUTED SPILLWAY DOWN THE INSIDE AND OUTSIDE OF THE POND. 4. CREST ELEVATION NOTED IN THIS DETAIL SHALL BE TOP OF STONE SPILLWAY ID WIDTH. W CREST ELEVATION TOP OF STONE INFILTRATION BASIN 10.0 FT 1164.00 ±1166.00 (:D EMERGENCY SPILLWAY OUTLET CONCRETE WASHOUT SIGN ­0 BERM "I w 3:1 m ` 3:1 8' X 8' MIN 25' MIN - I 3:1 BERM PLAN VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 12" TYP. COMPACTED BERM AROUND T THE PERIMETER 2% SLOPE T� 3' MIN 1-1T UNDISTURBED OR 3 COMPACTED SOIL IVEHICLE TRACKING Ij-- 8 X 8' MIN CONTROL (SEE VTC DETAIL) NOTES: SECTION 1. CONTRACTOR TO VERIFY SIZE REQUIREMENTS BASED ON ANTICIPATED VOLUMES OF CONCRETE WASHOUT. 2. CONCRETE WASHOUT SHOULD BE PLACED TO NOT ACCEPT SURFACE RUNOFF. 3. IF WATER DOES NOT EVAPORATE AND IS GREATER THAN 757. FULL CONTRACTOR SHALL REMOVE LIQUIDS AS REQUIRED BY THE LOCAL AUTHORITY (SAN SEALER OF VAC TRUCK) 4. PROVIDE MINIMUM AGGREGATE OF 10 MIL PLASTIC AS LINER. SECURE UNER TO PREVENT INFILTRATION & REPLACE AS NECESSARY FOR TEARS. (:DCONCRETE WASHOUT AREA + 50' IDL IBM IEIISNIED ALUMC E OF CONSTRUCTION ENTRANCE BEE (RTES 1 AM s WINAT EDGE OF PAMM NOTESL w TNMBITIdI "iAPPL11i1TRll I _ 8 n � - A. THE PURPOSE OF A STAMM CONSIVICTION DURANCE E TD IE000E OR ELlMTE I rcalm STORE j OR GRAND. NK I THE TRAOM OF SEDIMENT ONTO PUBLIC RIGITS OF WAY OR STREET �__"�"•\Y.�,\YAv�Triq/.l'�RVA 12r MDL COYER OYER PIPE 12' RYPj NOTESG 1. MODEMAIIONS MAY BE REQUIB:O TO MATCH Ffl1W CONDITIONS. GeOTEXfLSTRENGTH ABX O 1M 2• BE MV=AODRIORAL CRA0IPG MAY 8E EMU To PROVIDE FII, YATEIBAL IEETOD TRE REOUIEJEIIIS WASHING AflEA of EMBAOf1ENi wTERIC GRADE AS NECESSARY TO PRO=hbE SMOOTH SAC dBGNAL i PROPOSED G ADNACE PIPES SHALL E STAID WITH SUFFICIENT CAPACITY TO COMITY KIM VERTICAL CURVE ALONG CONSTRUCTION GRADE Ir NRI. IF NECESSARY p� FLOWS Or NON1. ALTERNATIVE WAYS OF TRAISP UNC DIRH DRAINAGE ACROSS CONSTRUCTION ENTRAIICES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY DURANCE BEE NOTE 9 �ORAiK , TYPICAL CR6TRIA: W ENTRANCE PROFILE t THC�ALGRADSREI AND FORPLACOM SwCOOGROW CUT AND ON SECTIMIiI 6OFCRa GRAVELTEUP TEDGE OFPAVEMENT. UWGRRAT EDGE 5. BMW PM OVER 20' OTA. THAT NE NDT BEDNO M UMN BARNA SNALL ncuI)E OF PAIPEUENT SAFETY END MUMS ON PUNTING TO BMW 1RAVERSAUZY. 50' MDL IBM MEASURED ALM RI OF OGISINUCIIII DNTRANNCE BEE NOTES 1 AND 2M- OUTSIDE � DM L UYOUIT =MY WOW PER TAPER IEOF THOD UYOUT FOR A MD I COMMERCIAL saE sLDPE 01011 AY GI STAWIAIR SHEET TITLED •GDYEWAY BRTRANCE UYGIP. T. sxRr.r RAMAT EM rW' FROM THE MW CONUM GBYEWAT mASSFICATEGI 14 TRNBITIOI (TYPI OF TABLE I OR STANDARD SW TITLED -DRIVEWAY MESIiN GNDELINESr. N. PERIOM MMINTENANIE MAY BE NEW= AM COST OF TNIS KAHNIBIM ILL NE �^ INCLUDED >M THE OUT PRICE 81L SSSS...... • .. .v\.:\ n.<.. _ .. I ATEA FOR WA9DI6 OPEAATI NS AT TOP W SLOPE BEE NOTE D TYPICAL CONSTRU MM ENTRANCE PROFD.E F&L SECTIONS± 1 I I I I I MATMAOE PIPE I I ISEE ROTE D I I ----------------- I N 1 t I t ' I i i i I 1 1 1 L i`® 5IP MIL MIN W MEASNMM E OF COIBTRCT104 811RAIRE c- -- - - - - - - - - - - - - --- ' ---;-r------ ' SKEW AISLE 811� I i i t Tt3PORART' SEED AND IRL I N t " t t N i i is I� I $ I$ �I IED TYPICAL CONSTRUCTION ENTRANCE PLAN ECW/MTCH ANO FILL SECTIONS) NON -WOVEN NEEDLE PUNCHED GEOTEXTILE FABRIC BELOW STONE 2"-3 THICK LAYER OF EARTH SLOPE WASHED 1 & 2 GRAVEL SEE PLAN SEE PLANS I1 • SEE PLAN FOR BASIN DIMENSIONS AND SURFACE AREA >.. _ INFILTRATION ZONETHE CONTRACTOR SHALL AVOID .. "'.. OVER -COMPACTION OF THIS AREA THROUGHOUT CONSTRUCTION := 7 INFILTRATION BASIN 43 RRSNED STONE OR mm _ MOTH 'W' _ SEE NMn GDTExrSTSIGnOaf�SS 1 Id SLIDE ITYP3 FILL MEETING THE REAUIRFJENTSINEW PI OF EMBANKMENT MATERIAL Dwalm OF SURFACE FLOW_ 6r NUDE TO pa • -rSWAM FL iO SEE TABLE 1 � �- SEE MOTE 5___�, - x 1 BOTTOM OF mt01 - TYPICAL CONSTRUCTION ENTRANCE SECRON TABLE I X NUIMY SPEED COIDTTION 2 ALL SPEEDS - PROTECTED BY WRIER 3 C 50 IWMI 6 t 50 NPN A ISTATE OF NEW YORK OEPARTIENT OF TRANSPORTATION LLS. CUSTOMARY STANDARD SHEET CONSTRUCTION ENTRANCES APPROVED FEBRUARY 0% 2010 1 BSUED UNDER ED 09-036 VS/ AOIDO t U3E. PE 209-8 I EFFECTIVE DATE: 09/02/2010 FOR'WDEPUTY OMF ENAOEEt IDESIGNI OSTABILIZED CONSTRUCTION ENTRANCE/EXIT 10' MAX. C. To C. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) -'�36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. HEIGHT OF FILTER = 16" MIN. ` 8" MIN. - W 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 12 - 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. FLOW - ' EMBED FILTER CLOTH ` P r- UNDISTURBED GROUND _ -' A MIN. OF 6" IN GROUND. 16"MIN. COMPACTED SOIL-�- -4- CONSTRUCTION 4"CONSTRUCTION SPECIFICATIONS SECTION VIEW 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH VIRE TIES OR STAPLES, POSTS SHALL BE STEEL "T" OF "U" TYPE OF HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE. 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X. MIRAFI 100X. STABLINKKA T140N. OR APPROVED EQUIVALENT. 4. PREFABRICATED UNIT'S SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES" DEVELOP IN THE SILT FENCE. 6. ENVIRO-FENCE WITH INTEGRAL MESH IS ACCEPTABLE SUBSTITUTE. SILT FENCE (:D SCALE: N.T.S - e � •r MAM4 T 01w ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com l aI OuiO z LL O W Q CO) ®� 4mj J -16 Z Cd OX m Z W �.,. o O U IL o 0 U) z O ujNNNNII zJ W > LAAt- U Lu 0 Lu Lu �- >uj U) LAJZ 0 ILLO z O JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT 6 A VIOLATION OF NEN YORK STATE EDUCATION LAW ARTICLE 145, SECTION 789 FOR ANY PERSON. UNLESS ACTING UNDER THE DIRMION OF A LICENSED PROFESSIONAL ENGENETR OR AMID SURVEYOR, TO ALTER IN ANY WAY, AN EDT BEARING THE SEAL OF A PROFESSIONALENGINEER OR LAND SURVEYOR. IF AN ITDL BEARING THE SEAL OF A PROFESSIONAL ENGINEESIIRR OR [ANDUM 6ALTERED, THE ALTERING U40NEER OR LAND SURVEYOR SHALL AFFIX TO THE ITIM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUM ALTERATION, AND A SPECIFIC DESCWTION OF THE ALTERATION. COPYRIGHT®2021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Detail Sheet (1 of 4) 7of14 SHEET No: 1308-21 JOB No: Ii! C-6.0 DRAWING No: I/ 1.6" TO 2.4" 50% - 65% OF 0.65" MIN. BASE DIAMETER 000000 0000000000 0. 2"1 0000000000 0000000000 !_0.9" to 1.4" DOME SPACING DOME SECTION DETECTABLE WARNING FIELD DETECTABLE WARNING FIELD FLARED SIDE (TYP.) SLOPE 1:10 1 7 iL 2'-0" '•`,iaaiii,►mm.n CURB 6" MIN. J 8" MAX. 6'-0" ( 5'-0" MIN. ( 6'-0' FULL DEPTH TRANS. FLUSH CURB TRANS. DETECTABLE WARNING FIELD I" ( I \ uj O I I z I 1 » /FT. � 0 1 /FT. SLOPE SLOPE ° r` Lu ... . .............. . . . .... . .. 11 6" MIN. 6'-0" SEE PLAN 6'-0" V CURB 8 MAX. TRANS. FLUSH CURB TRANS. NOTES: 1. SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM FINISHED TRANSVERSE TO RAMP. 2. REFER TO TYPICAL SIDEWALK DETAIL FOR MATERIAL SPECIFICATIONS. 3. DETECTABLE WARNING FIELD SHALL EXTEND THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. 4. DETECTABLE WARNING FIELD SHALL BE "DARK GREY" IN COLOR, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, OR ROBE. 5. DETECTABLE WARNING FIELD SHALL BE ADA SOLUTIONS WARNING SURFACE - 'CAST -IN-PLACE TACTILE REPLACEABLE' OR EQUAL. ACCESS RAMP 1 1/2" NON -EXTRUDING JOINT FILLER r ° D -- 5/8" DIAMETER 10" LONG SMOOTH °D ' . p a ° D. DOWEL. GREASE ONE END, LOCATE 12" FROM END OF SLAB & 18" O.C. ° ° p D . D ° p D e•. ELASTOMERIC JOINT SEALER D ° FIRST SLAB 1/2- PREFORMED JOINT FILLER D D - ' =ITAIIIT,4III II I�IIK II I- �II1 I o 10 D eA p p 6" - 4000 PSI CONCRETE D/2= ° : °: SECOND SLAB 6" CRUSHED STONE SUBBASE NYS-DOT ITEM 304.14 TYPE 4 GEOTEXTILE FABRIC CONSTRUCTION JOINT AS DIRECTED BY ENGINEER WELL COMPACTED SUBGRADE SECTION VIEW 1/3 SLAB THICKNESS CONCRETE PAVEMENT NOTES: p p 1. ISOLATION JOINTS TO BE CONSTRUCTED AT BUILDING, CURBING, AND FIXED OBJECTS. ° D ° 2. CONTROL JOINTS TO BE MADE EVERY 12 FEET ON CENTER. ° D 3. THE LARGER DIMENSION OF ANY PANEL SHALL NOT EXCEED 125% OF THE SMALLER DIMENSION 4. SAW CUT CONTROL JOINTS TO 1/3 SLAB THICKNESS WITHIN 24 HOURS OF CONCRETE PLACEMENT. ° 5. ALL EXPOSED CONCRETE SURFACES TO RECEIVE A BROOM FINISH. 6. ALL EXPOSED CONCRETE TO RECEIVE TWO COATS OF MEMBRANE FORMING SEALER. 1/8" WIDE SAWCUT 7. CONCRETE SHALL ACHIEVE 4000 PSI COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS. 8. CONCRETE SHALL HAVE AN AIR CONTENT OF 6.0 PERCENT t 1.5 PERCENT. CONTROL/SCORE JOINT 9. CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES. CONCRETE PAVEMENT 2 -+r- r 2-V 6" ao A CM -1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 403.198302 (TYPE 7) 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.O.T. ITEM No. 403.138902 (TYPE 3) 9" CRUSHED STONE SUBBASE. N.Y.S.D.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER REGULAR DUTY PAVEMENT SECTION 5 NOTES: 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK 6' -1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 403.198302 (TYPE 7) 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.O.T. ITEM No. 403.138902 (TYPE 3) 12" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER HEAVY DUTY PAVEMENT SECTION 9 NOTES: 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK z a z _ 0 1'-0" x V-6" x 0.080 ALUM. RESERVED HANDICAPPED PARKING SIGN. PARKING SIGN TO READ " RESERVED PARKING" WITH IDENTIFICATION SYMBOL BOLT TO STEEL TUBE WITH NUTS & WASHERS ,�- 1'-0" x 0'-6" x 0.080 ALUM. HANDICAPPED PARKING SIGN. VAN HANDICAPPED TO READ "VAN ACCESSIBLE" ACCESSIBLE PLACE AT LOCATIONS SHOWN ON PLAN. BOLT TO STEEL TUBE WITH NUTS & WASHERS 2" x 2" PERFORATED GALVANIZED SQUARE TUBING (12 GA.) 6' DIA. STD. STEEL PIPE FILLED W/CONC. PAINT TRAFFIC YELLOW PAVEMENT OR GRADE LA -- [10 1 ;''•;"= `.'"=- SUBBASE COURSE :A ° 2" x 2" PERFORATED ° SUBGRADE o (12 GA.) I u #6-14" LONG REBAR 0 4 i• : EACH WAY THROUGH PIPE 2,500 PS1 CONCRETE „,-- i 9».., 9».:I RESERVED PARKING SIGN LA -- [10 1 PARKING I 0 ° 2" x 2" PERFORATED ° GALVANIZED SQUARE TUBING o (12 GA.) I u " I 0 I♦ 0 o� 6" DIA. STD. STEEL PIPE FILLED W/CONC. PAINT TRAFFIC YELLOW R I M al PAVEMENT OR GRADE b `-Z SUBBASE COURSE < � is :.• 1100 6. I SUBGRADE I A 1 '1 #6-14" LONG REBAR �•f.r EAACH WAY THROUGH PIPE ---2.500 PS1 CONCRETE I dv go go NO PARKING SIGN POST WITH NO PARKING ANYTIME SIGN (TYP. OF 3) END FLUSH CURB _ START FLUSH CURB POST WITH RESERVED ACCESS RAMP WITH SECTION % SECTION PARKING SIGN, TYP. OF 6 DETECTABLE WARNING / .L Z FLUSH CURB eeieeiiiii2iiEE SECTION II IIIIIi6lIlilEilliiiiiiiE 2IIIIIFehI%6 IIII i3fifillll eeisifi2ss::s:i::: SIDEWALK IIseeiilE liil ism Is. - ..........fiE...................... Ee ee PAVEMENT 1 MARKING I (m'•)-, _ SEE PLAN _ I _ 8'-0" I 8'-0" VZA 8'-0"I 8'-0" I 8'-0" I 8'-0" I W-0" ( 8'-0" I 8'-0" 72'-0" TYP. FOR RESERVED PARKING STALLS PARKING NOTE: ALL ACCESSIBLE PARKING AND ROUTES SHALL BE CONSTRUCTED CONSISTENT WITH THE MOST CURRENT ADA GUIDELINES. IN GENERAL ALL PARKING AND LOADING ZONES SHALL HAVE NO MORE THAN 2.0% SLOPE IN ANY DIRECTION. PRIOR TO PAVING CONTRACTOR SHALL VERIFY SLOPES AND REPORT ANY SLOPES GREATER THAN 2% TO THE ENGINEER. RESERVED PARKING AND SIGNAGE 10 6" TYP. SEE PLAN SECTION VIEW FIRST SLAB - 5' CONCRETE CAST -IN-PLACE OR FORMED CONC. CURB, 4,000 P.S.I. 4' SUBBASE MATERIAL 9" AIR -ENTRAINED CONCRETE N.Y.S.D.O.T. ITEM No. 304.14 _ _ FINISH (RUBBED) CONC. y 8" #4 BAR - EMBED 3" IN CURB TO A UNIFORM SURFACE R-3/4" EVERY 3 O.C. ALONG CURB COMPACTED SUBGRADE I y� . SIDEWALK (SEE DETAIL) TACK -COAT cOp" FACE OF CURB \ D - 5/8" DIAMETER 10" LONG SMOOTH � DOWEL. GREASE ONE END, LOCATE ' fib" a� 12" FROM END OF SLAB & 18' O.C. /SEE PAVEMENT ° 1 SECTION 7 1 ELASTOMERIC JOINT SEALER 1 /8' SAWCUT % 1/2- PREFORMED JOINT FILLER r� 1/3 SLAB THICKNESS r / - SECOND SLAB I�ILI-II 3» ' � D D . 6' ' $ p ° CONCRETE MIX LEVELING COURSE .. D. °'° ' � CRUSHED STONE OR DRY e } PA : D . D °: Ni �i Til Try ,DD Q T. ° ° D 4w.. 66" Q } i D CONTROL/SCORE JOINT CONSTRUCTION JOINT, NOTES: 1. CONCRETE SHALL BE 4000 PSI AIR -ENTRAINED MIX. 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS 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 AND AT LEAST EVERY 30' ALONG THE SIDEWALK. 4. CONSTRUCTION JOINTS WITH DOWELS SHALL BE PROVIDED AT SUBSEQUENT POURS. 5. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT. 6. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE. MAY VARY IN CERTAIN AREAS -COORDINATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS. 7. SIDEWALKS SHALL HAVE A MINIMUM 0.5% AND MAXIMUM 2.0% CROSS SLOPE TO PROVIDE POSITNE DRAINAGE. CROSS SLOPE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRANCES. 8. 'SNAP -CAP' OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE OF EXPANSION JOINTS. 9. SEE CURBING DETAIL FOR DOWELING WHEN ADJACENT TO CONCRETE CURBING. OCONCRETE SIDEWALK 3 MATCH ADJACENT CURB GRADE UNE 6 Z--- 4-- 3/8 " CAP SCREW (ZINC PLATED) SIGN FACE 3/8 " FLAT WASHER ` (ZINC PLATED) 2' DIA. ALUMINUM PIPE 3/8 " HEX NUT (ZINC PLATED) SECTION A - A WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH SECRETARY OF STATE PURSUANT TO SECTION ONE HUNDRED ONE OF THE EXECUTIVE LAW.(TYP.) OCURB TRANSITION 1 � 1 I d l . .I I ♦ I • , " I I♦ z 1 1 al b 6. I I A 1 '1 I•' I d 1 I dv r . -10 it d. 4 NOTES: 1. PROVIDE 7" REVEAL AT DROP INLETS 2. PROVIDE CONSTRUCTION JOINTS AT 20' INTERVALS AND EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED WITH PRE -MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT SEPARATION. CONCRETE CURB 4 -ASPHALTIC CONCRETE TOP COURSE, RE DETAIL TOPSOIL 12' I 8" i 2-F 0-0 �1ISI I W ASPHALTIC CONCRETE BINDER RE: DETAIL HAND FORM ASPHALT DIKE AS SHOWN STONE SUBBASE, RE: DETAIL 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. ASPHALT DIKE 7 ASPHALTIC DIKE, RE: DETAIL - 12" i 0-0 t -.•rte•.-,�, STONE SUBBASE. RE: DETAIL 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. ASPHALT DIKE TRANSITION 8 3" X 10" PRESSURE TREATED TIMBER RAIL (CONTRACTOR SHALL HAVE MATERIAL 10'X10"PRESSURE APPROVED BY OWNER PRIOR TO INSTALLATION) I I •°I 1 d TREATED TIMBER POST a 1 1 ♦ i I♦ R 41 P a 9 i 3000 PSI CONCRETE Id A d• ' l 1 dla.4 10'f SEPARATION DISTANCE 11 TIMBER GUIDERAIL I •I• i RECESS 5/8" CARRIAGE BOLT WITH WASHER AND HEX NUT 18" � r ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 1461\4 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA'NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com T 01v / m mi O W 2-7 Ca Lu LL - 0 W Q Im ® U) mj 0 cc z as t --- v H Z Fm =) O p U I= p � � U) 2-r O z - J Mw Lu uj O ui 0Lu Lu uin 5;Z 14 -. 00 o 0 ILILO O J JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT 6 A VIOLATION OF NLW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 72D9 fOR ANY PERSON, UNLESS ACTING UNDER THE DIREGON OF A LICENSED PROFESSIONAL ENGWEER OR LAND SURVEYOR, TO ALTER IN ANY WAY. AN ITEM OWING THE SEAL OF A PROFESSIOWL ENGINEER OR LAND SURVEYOR. F AN REM BEARING THE SEAL OF A PROFESSIONAL ENGINffR OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLI N/ED BY THEIR SIGNATURE AND THE DATE OF 9" ALTERATK14 AND A SPECIFIC DESCRIPTION OF THEALTERAWN. COPYRIGHT02021 MARATHON ENG ADAM M. FISHEL DRAWING TITLE: Detail Sheet (2 of 4) ilk 8of14 SHEET No: C-6.1 1308-21 JOB No: DRAWING No: f FIELD INLET I DROP INLET s INLET FRAME & GRATE TO MEET N.Y.S.D.O.T. STANDARD SHEET 655-01 - GRATE - SIZE #6. FRAME SHALLI BE SET - 1" BELOW FINISHED FINISHED GRADE PAV'T. TYP. PAVEMENT SECTION 1� 1 'l i __ ANGLE FRAME Z WELD BOTH '3/8"4 TOP & BOTTOM M • • / SIDES o ALL SIDES 3 x2 1 /2 x 3/8 a v� 0 2' Q. o ANCHOR (SEE DETAIL) 0,, .. SUPPORTING ANGLE 318"o5"x3 d 5"x3 1/2"x1/2" REBAR �'..'.'.' q....o KEYWAY VARIES o REINFORCEMENT SHALL BE #4 a. BARS ® 12' ON CENTER b SEE PLANS v ....' .... EACH WAY ANCHOR 2"x3/16"x4" o • BACKFILL WITH #1 & #2 WELD TO ANGLE CRUSHED STONE COMPACTED (4 REQ'D.).. IN 12' LIFTS ANCHOR DETAIL a PRECAST SECTION SHALL BE 6"0 OPENING 3 SIDES v.'.._ 4000 P.S.I. CONCRETE PROVIDE 4` PVC PERF' v Q PIPE 18" LONG �' � � CAST -IN-PLACE CONC. EPDXY GROUT -' INVERT TO DRAIN (100 SOLIDS) j 2" RECESS v ... ....... i � 4" ... a �.. o 000 � s 6" CRUSHED STONE �p 10 0 0 0 n 0 0 00 00 00 ono0n00 #1 & #2 SECTION VIEW NOTES: 1.) PRE -CAST INLET SECTIONS SHALL BE MANUFACTURED BY KISTNER, MODEL No. CB -24 (WITH KEYWAY) OR APPROVED EQUIVALENT. 2.) THE INSIDE & OUTSIDE WALLS OF INLET SHALL BE COATED WITH BITUMASTIC. ODROP/ FIELD INLET EJ CASTINGS OR APPROVED EQUIVALENT WATERTIGHT PICK HOLE 4' TOPSOIL I 1 COMMON BACKFILL PLACED AND\ COMPACTED IN 12" LIFTS SLOPED EXCAVATION AT CONTRACTORS OPTION PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. SPRING LINE SEE PAVEMENT SECTION 0000c �GR=1 O�006 �l 12" PIPE 112" MIN. O.D. MIN. :OUIRED TRENCH WIDTH "ROB" BACKFlLL PLACED AND COMPACTED IN 12" LIFTS ACTED "ROB" UNIFORM MIXTURE OF NO. 1 AND NO. 2 CRUSHED STONE OSANITARY TRENCH �i BACKFlLL WITH SELECT FILL, COMPACT IN A MAXIMUM OF 8" LIFTS SLOPED EXCAVATION AT CONTRACTORS OPTION PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. CAST IRON MANHOLE FRAME AND COVER �II SET IN MORTAR BED WITH MORTAR FILLET ALL AROUND FINISHED GRADE SLOPE SLOPE SCHEDULE 40 (ASTM D-2665) BRICK OR PRECAST SPACERS '� FILL ALL AROUND WITH CONCRETE - - -04 (MAX. 3 COURSES) - : EXCEPT IN PAVEMENT. COAT WITH APPROVED BITUMASTIC COAL TAR REINFORCED PRECAST CONCRETE - - - — SEALER. FLAT COVER SLAB WITH 24" DIA. a MANHOLE STEPS RISER AND COVER SLAB JOINTS AND ECCENTRIC MASONRY OPENING LIFT HOLES SHALL BE FILLED WITH o NON -SHRINK GROUT AND SEALED WITH 4 2 COATS OF APPROVED BITUMASTIC 4 .:7 COAL TAR SEALER BACKFILL SHALL BE SELECT MATERIAL ' (NYSDOT SPEC. 203-2.02) IF OUTSIDE 4"-45' PAVEMENT. IF IN PAVEMENT, BACKFlLL ' ", —� -� REINFORCED PRECAST CONCRETE SHALL BE CRUSHER RUN STONE DIAMETER VARIES RISER SECTIONS (ASTM C-478) (NYSDOT SPEC. 304-2.02, TYPE 2) OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" SUPER '0" RING JOINT AND GASKETS 1. a (ASTM C-443) BEND STREET. ALL OUTSIDE DIMENSIONS. PRECAST OR POURED CONCRETE = MANHOLE BASE (ASTM C-478) _ COAT INSIDE AND OUTSIDE SURFACES —� WITH 2 COATS OF APPROVED BITUMASTIC COAL TAR SEALER (ASTM D-450, TYPE B) • PIPE �- BRANCH I/2" PER FT. DIA. 8" MIN. DIA. PIPE SLOPE 12` SEAL OPENING WITH FLEXIBLE RUBBER O.D. _ MIN. AS�Pp 2665 WATERTIGHT PIPE CONNECTION n' 3000 PSI CONCRETE BENCH WALL e . ' ` a :. . •- BRICK SEWER INVERT OR HALF PIPE (ASTM C-32) •.. •.. l , 6" 6"�o� 6' MIN. #1 AND #2 CRUSHED STONE (NYSDOT GRADATION TABLE 703-4) A/�/A/ /� LEVELING BASE THOROUGHLY COMPACTED UNDISTURBED EARTH GRADE NOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. OSANITARY MANHOLE VALVE BOX TYPE 1 CRUSHED STONE FOR WIDTH OF TRENCH AROUND VALVE BOX GATE VALVE COMMON BACKFILL SLOPED EXCAVATION AT CONTRACTORS OPTION PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. UNPAVED PAVED TOPSOIL SEE "TYPICAL PAVEMENT SECTION" II I, �II � VIII ------- -II � ZEJT VIII UNPAVED PAVED TOPSOILr SEE "TYPICAL PAVEMENT SECTION" 1 � 8` MIN. IACKFILL WITH R.O.B. RAVEL IN 12" LIFTS FOR PAVEMENT AREAS: SYRACUSE CASTING # 4155, OR OPW 104-A, OR EQUAL BRASS SCREW PLUG IN FRAME & COVER INSTALLED TREADED HUB (HS 67) FLUSH WITH FINISHED GRADE I (NO SUBSTITUTES) GRADE SEWER - C.O. I i i r` I 71-, LETTERING r 1" TO 3" 17" ON COVER CLEARANCE COMPACTED FILL TAMPED IN 6` LAYERS DWV. PVC, FEMALE ADAPTOR, IP THD X SOCKET 5'-0" TO PROPOSED WAL'C I 3 STORM TRENCH SOLID PIPE BACKFILL WITH SELECT FILL, COMPACT IN A MAXIMUM OF 8" LIFTS TO 2' BELOW ASPHALT 00 - ' z 00 0o SUBGRADE. TOP 2' BELOW o °°° o 1 o° o °o ° `- ASPHALT SUBGRADE TO BE ITEM 4 BAS MATERIAL, SEE TOWN poo I 00 - ROAD SPECS. °O0 0 p0 0 T WATER MAN _I p FRAME LID/ GRATE EJ 0o Q�Q p• 00 0 . CASTINGS #120319 -SOLID, 0o O• 0 -- UNIFORM MIXTURE OF NO. 1 FINISHED GRADE #00120309 -CATCH BASIN, OR Wo° AND N0. 2 CRUSHED STONE APPROVED EQUIVALENT. -loon° 00 °oc ao Z Oc))o°°°o ECCENTRIC FLAT SLAB °:p. ° BRICK & MORTAR, 3 COURSES - III- I TO BE DESIGNED AND �. + MAX. IF REQUIRED TO BRING CONSTRUCTED FOR COVER TO SPECIFIED GRADE. PIPE _ , 8" _ H-20 HIGHWAY LOADING. ° ° s ° 6" a 6"- ° MIN. O.D. MIN. ° MAX. as PRECAST REINFORCED CONCRETE WATER TRENCH RISER SECTION, CONFORMING TO 6 VARIES SEE PLANS A.S.T.M. C-478. COAT INSIDE AND OUTSIDE SURFACEC WITH 2 COATS OF APPROVED BITUMASTIC\° Q MANHOLE STEPS COAL TAR SEALER (ASTM D-450, TYPE B)�'.o It U . PI "E DIA. " " BACKFILL SHALL BE SELECT MATERIAL ---q D' +2" 0 RING A.S.T.M. - 443 I J. .] (NYSDOT SPEC. 203-2.02) IF OUTSIDE/z"/FT PAVEMENT. IF IN PAVEMENT, BACKFILL SHALL BE CRUSHER RUN STONE e. D a - D-•.---�- PRECAST MANHOLE BASE (NYSDOT SPEC. 304-2.02, TYPE 2) `. + a y 4. a 6" OF #1 & #2 STONE BEDDING UNDISTURBED EARTH NOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. 5-0" MIN. GRADE OSTORM MANHOLE 5.5' BURY HYDRANT TO BE INSTALLED w/4-1/2" NOZZLE c FACING THE ROADWAY OR AS REQUIRED BY LOCAL WATER AUTHORITY r CONCRETE THRUST BLOCK SOLID CONCRETE BLOCK LENGTH ALONG MAIN IS 2' (MIN) (MIN:4"x8"x16") NOTE: 1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. 2. VALVE SHALL NOT SUPPORT VALVE BOX. WATER MAIN #1 WASHED STONE FOR WIDTH OF HYDRANT TRENCH SOLID CONCRETE BLOCK (MIN:8"x8"x16") 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. MJ ANCHOR TEE, 6" OUTLET / \ 6"x18" (MIN) ANCHOR PIPE 4. ALL VALVES SHALL BE OPEN LEFT UNLESS OTHERWISE DIRECTED BY THE WATER SOLID CONCRETE BLOCK J 6" MJ GATE VALVE AUTHORITY (MIN:4"x4"x8") VALVE HYDRANT ASSEMBLY 9 NOT TO SCALE O CLASS A SCHEDULE 40tj BUILDING. CONSTRUCTION MANAGER SHALL (TEE'S NOT o o JTICAL d I LOCATION ETWEENOCONTRACTO SNTAL AND R PRIOR TO ALLOWED) a I Z START OF SANITARY LATERAL INSTALLATION. TO O M:3 + MAIN o o Q � FROM BLDG. +1/20.D.N r PUSH ON Glued Joint NEOPRENE COMPACTED CRUSHED GASKET STONE 4" -SDR -21 Lateral STONE FILL BEDDING ASTM D-2241 NO. 1 WASHED STONE PUSH ON OR A MIX OF NO. 1 STONE BEDDING NEOPRENE GASKET AND NO. 2 WASHED STONE DEPTH - 1/2 OD + 12` MIN. 4 PVC SANITARY CLEANOUT DETAIL SCALE: N.T.S FOR PAVEMENT AREAS: SYRACUSE CASTING # 4155, OR OPW 104-A, OR EQUAL BRASS SCREW PLUG IN FRAME & COVER INSTALLED TREADED HUB (HS 67) FLUSH WITH FINISHED GRADE (NO SUBSTITUTES) GRADE STORM it 77 C.O. t`r l I 1 7'71}. LETTERING 1' TO 3" 17" ON COVER CLEARANCE =� I COMPACTED FILL TAMPED IN 6" LAYERS DWV, PVC, FEMALE ADAPTOR, I IP THD X SOCKET I5'-0" TO PROPOSED WAL'C' I LATERAL RISER SCHEDULE 40 (ASTM D-2665) NOTE: OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: a. CLEAN DRY HUBS & SPIGOTS GLUED JOINT b. PRIMER APPLIED TO PARTS BEING CONNECTED. C. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER 4"-45' d. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 1/8 LONG SWEEP OR ANY OTHER PVC TYPE I PIPE MADE TO 'STEEL PIPE" BEND STREET. ALL OUTSIDE DIMENSIONS. 6' X 6' WITH 4' SCHEDULE 40. REDUCING BRANCH (ASTM D-2665) 12" MIN.[FROM PLUG FOR TESTING, PLUMBING CONTRACTOR GLUED JOINT DWV PVC WYE � j- - - - -SHALL PROVIDE ADAPTER FOR CONNECTING TO STUB NTO THE ASTM ULE 40 _ BUILDING. A CONSTRUCTIND ON 1 MANAGER SHALL SCHEDULE 40 (TEE'S NOT o 0 o J o ICOORDINATE HORIZONTAL AND VERTICAL ALLOWED) a U \ LOCATION BETWEEN CONTRACTORS PRIOR TO ISTART OF SANITARY LATERAL INSTALLATION. a TO o 0 0 W+ IMAIN 0(n . PUSH ON Glued Joint NEOPRENE COMPACTED CRUSHED GASKET STONE 4" -SDR -21 Lateral STONE FILL BEDDING ASTM D-2241 NO. 1 WASHED STONE STONE BEDDING PUSH ON OR A MIX OF NO. 1 NEOPRENE GASKET AND NO. 2 WASHED STONE DEPTH = 1/2 OD + 12` MIN. 8 PVC STORM CLEANOUT DETAIL SCALE: N.T.S J - J `r I MAIM ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 -2 9 1 7 www.marathoneng.com t Neo ® O LLJccZ LLI LL 0 0 F W 1 ;E oca Ccz cd ox UjM Uj� Z O O U L Uj �•�- cn z O ® z J W0 LU Ox Uj is OL LU ca Uj 4c 0(j Z _ o LL O Z S l + JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION T a, 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL D IS A VIOLATION OF NEW YORK STATE IDUCA71ON LAW AREC LE 145, SECLION 72V9 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRKTPON OF A LICENSED PROF TONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY. AN MM HARM THE SEAL OF A PROFESSIONAL ENGINEER OR [AND SURVEYOR. F AN EISA REARING THE SEAL OF A EN PROF59WL GINEER OR [AND SURVEYOR IS ALTERER THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE IIE.I 711DR SEAL AND THE NOTATION ALTERED Br FOLLOWED BY THEW SIGNATURE AND THE DATE OF SACH ALTERATION, AND A W"IC DESCWTION OF THE ALTERATIDN. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Detail Sheet (3 of 4) 9of14 SHEET No: 1308-21 JOB No: W C-6.2 DRAWING No: � �II LABRAL RISER-► SCHEDULE 40 (ASTM D-2665) STORM PIPE OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: 00'y p a. CLEAN DRY HUBS &SPIGOTS o GLUED JOINT b. PRIMER APPLIED TO PARTS BEING CONNECTED. ' `- c. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER UNIFORM MIXTURE OF NO. 1 4"-45' d. PVC TYPE i IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 AND N0. 2 CRUSHED STONE 1/8 LONG SWEEP OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" oo 0coo BEND STREET. ALL OUTSIDE DIMENSIONS. 6" X 6` WITH 4" SCHEDULE 40. (ASTM D-2665) REDUCING BRANCH PIPE 8" 12` MIN_ PLUG FOR TESTING, PLUMBING CONTRACTOR O.D. _ MIN. AS�Pp 2665 GLUED JOINT -� r - - SHALL PROVIDE ADAPTER FOR CONNECTING TO STUB AND EXTENSION INTO THE 3 STORM TRENCH SOLID PIPE BACKFILL WITH SELECT FILL, COMPACT IN A MAXIMUM OF 8" LIFTS TO 2' BELOW ASPHALT 00 - ' z 00 0o SUBGRADE. TOP 2' BELOW o °°° o 1 o° o °o ° `- ASPHALT SUBGRADE TO BE ITEM 4 BAS MATERIAL, SEE TOWN poo I 00 - ROAD SPECS. °O0 0 p0 0 T WATER MAN _I p FRAME LID/ GRATE EJ 0o Q�Q p• 00 0 . CASTINGS #120319 -SOLID, 0o O• 0 -- UNIFORM MIXTURE OF NO. 1 FINISHED GRADE #00120309 -CATCH BASIN, OR Wo° AND N0. 2 CRUSHED STONE APPROVED EQUIVALENT. -loon° 00 °oc ao Z Oc))o°°°o ECCENTRIC FLAT SLAB °:p. ° BRICK & MORTAR, 3 COURSES - III- I TO BE DESIGNED AND �. + MAX. IF REQUIRED TO BRING CONSTRUCTED FOR COVER TO SPECIFIED GRADE. PIPE _ , 8" _ H-20 HIGHWAY LOADING. ° ° s ° 6" a 6"- ° MIN. O.D. MIN. ° MAX. as PRECAST REINFORCED CONCRETE WATER TRENCH RISER SECTION, CONFORMING TO 6 VARIES SEE PLANS A.S.T.M. C-478. COAT INSIDE AND OUTSIDE SURFACEC WITH 2 COATS OF APPROVED BITUMASTIC\° Q MANHOLE STEPS COAL TAR SEALER (ASTM D-450, TYPE B)�'.o It U . PI "E DIA. " " BACKFILL SHALL BE SELECT MATERIAL ---q D' +2" 0 RING A.S.T.M. - 443 I J. .] (NYSDOT SPEC. 203-2.02) IF OUTSIDE/z"/FT PAVEMENT. IF IN PAVEMENT, BACKFILL SHALL BE CRUSHER RUN STONE e. D a - D-•.---�- PRECAST MANHOLE BASE (NYSDOT SPEC. 304-2.02, TYPE 2) `. + a y 4. a 6" OF #1 & #2 STONE BEDDING UNDISTURBED EARTH NOTES: 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. 5-0" MIN. GRADE OSTORM MANHOLE 5.5' BURY HYDRANT TO BE INSTALLED w/4-1/2" NOZZLE c FACING THE ROADWAY OR AS REQUIRED BY LOCAL WATER AUTHORITY r CONCRETE THRUST BLOCK SOLID CONCRETE BLOCK LENGTH ALONG MAIN IS 2' (MIN) (MIN:4"x8"x16") NOTE: 1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. 2. VALVE SHALL NOT SUPPORT VALVE BOX. WATER MAIN #1 WASHED STONE FOR WIDTH OF HYDRANT TRENCH SOLID CONCRETE BLOCK (MIN:8"x8"x16") 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. MJ ANCHOR TEE, 6" OUTLET / \ 6"x18" (MIN) ANCHOR PIPE 4. ALL VALVES SHALL BE OPEN LEFT UNLESS OTHERWISE DIRECTED BY THE WATER SOLID CONCRETE BLOCK J 6" MJ GATE VALVE AUTHORITY (MIN:4"x4"x8") VALVE HYDRANT ASSEMBLY 9 NOT TO SCALE O CLASS A SCHEDULE 40tj BUILDING. CONSTRUCTION MANAGER SHALL (TEE'S NOT o o JTICAL d I LOCATION ETWEENOCONTRACTO SNTAL AND R PRIOR TO ALLOWED) a I Z START OF SANITARY LATERAL INSTALLATION. TO O M:3 + MAIN o o Q � FROM BLDG. +1/20.D.N r PUSH ON Glued Joint NEOPRENE COMPACTED CRUSHED GASKET STONE 4" -SDR -21 Lateral STONE FILL BEDDING ASTM D-2241 NO. 1 WASHED STONE PUSH ON OR A MIX OF NO. 1 STONE BEDDING NEOPRENE GASKET AND NO. 2 WASHED STONE DEPTH - 1/2 OD + 12` MIN. 4 PVC SANITARY CLEANOUT DETAIL SCALE: N.T.S FOR PAVEMENT AREAS: SYRACUSE CASTING # 4155, OR OPW 104-A, OR EQUAL BRASS SCREW PLUG IN FRAME & COVER INSTALLED TREADED HUB (HS 67) FLUSH WITH FINISHED GRADE (NO SUBSTITUTES) GRADE STORM it 77 C.O. t`r l I 1 7'71}. LETTERING 1' TO 3" 17" ON COVER CLEARANCE =� I COMPACTED FILL TAMPED IN 6" LAYERS DWV, PVC, FEMALE ADAPTOR, I IP THD X SOCKET I5'-0" TO PROPOSED WAL'C' I LATERAL RISER SCHEDULE 40 (ASTM D-2665) NOTE: OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: a. CLEAN DRY HUBS & SPIGOTS GLUED JOINT b. PRIMER APPLIED TO PARTS BEING CONNECTED. C. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER 4"-45' d. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 1/8 LONG SWEEP OR ANY OTHER PVC TYPE I PIPE MADE TO 'STEEL PIPE" BEND STREET. ALL OUTSIDE DIMENSIONS. 6' X 6' WITH 4' SCHEDULE 40. REDUCING BRANCH (ASTM D-2665) 12" MIN.[FROM PLUG FOR TESTING, PLUMBING CONTRACTOR GLUED JOINT DWV PVC WYE � j- - - - -SHALL PROVIDE ADAPTER FOR CONNECTING TO STUB NTO THE ASTM ULE 40 _ BUILDING. A CONSTRUCTIND ON 1 MANAGER SHALL SCHEDULE 40 (TEE'S NOT o 0 o J o ICOORDINATE HORIZONTAL AND VERTICAL ALLOWED) a U \ LOCATION BETWEEN CONTRACTORS PRIOR TO ISTART OF SANITARY LATERAL INSTALLATION. a TO o 0 0 W+ IMAIN 0(n . PUSH ON Glued Joint NEOPRENE COMPACTED CRUSHED GASKET STONE 4" -SDR -21 Lateral STONE FILL BEDDING ASTM D-2241 NO. 1 WASHED STONE STONE BEDDING PUSH ON OR A MIX OF NO. 1 NEOPRENE GASKET AND NO. 2 WASHED STONE DEPTH = 1/2 OD + 12` MIN. 8 PVC STORM CLEANOUT DETAIL SCALE: N.T.S J - J `r I MAIM ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 -2 9 1 7 www.marathoneng.com t Neo ® O LLJccZ LLI LL 0 0 F W 1 ;E oca Ccz cd ox UjM Uj� Z O O U L Uj �•�- cn z O ® z J W0 LU Ox Uj is OL LU ca Uj 4c 0(j Z _ o LL O Z S l + JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION T a, 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL D IS A VIOLATION OF NEW YORK STATE IDUCA71ON LAW AREC LE 145, SECLION 72V9 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRKTPON OF A LICENSED PROF TONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY. AN MM HARM THE SEAL OF A PROFESSIONAL ENGINEER OR [AND SURVEYOR. F AN EISA REARING THE SEAL OF A EN PROF59WL GINEER OR [AND SURVEYOR IS ALTERER THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE IIE.I 711DR SEAL AND THE NOTATION ALTERED Br FOLLOWED BY THEW SIGNATURE AND THE DATE OF SACH ALTERATION, AND A W"IC DESCWTION OF THE ALTERATIDN. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Detail Sheet (3 of 4) 9of14 SHEET No: 1308-21 JOB No: W C-6.2 DRAWING No: � SEE LIGHTING SCHEDULE J W _ _ 2 —f— � V) w 41N SQUARE ALUMINUM POLE, uwi POWDER COATED BLACK GROUND LUG ON POLE ACCESS PANEL GROUNDING CLAMP ON CONDUIT OUTSIDE BAS,,,<E 3/4" LEVELING NUTS 1" GROUT WITH 1" CHAMFER (4) 3/4"0 HOOKED ANCHOR BOLTS M ''� D 1i'E OR BOLTS AS REQ'D. BY LIGHT POLE �f II nll , MANUFACTURER 41 ul z ±Ijr -sll -} : FINISHED GRADE nn uL In s II :JL Aha v E=(4) #5 VERTICAL BARS #2 TIES 0 1 0"o.c. #8 COPPER CONDUIT TO GROUND ROD I . 3/4"x 8'-0" COPPER GROUND ROD 1i v Q V E j/. .. v •\\ of PVC CONDUIT, POLE TO POLE, SIZE AS REQ'D. I (� 24"0 4,000 PSI CONCRETE BASE; RUB CONCRETE SMOOTH ABOVE GRADE NOTES: (O 1. POLE BASE MAY BE PRECASTLAKELANDS (L624D) 2. LIGHT POLE MANUFACTURER T PPLY ANCHOR BOLTS, OUTSIDE BASE, AND BOLT PATTERN TEMPLATES. 3. IN PAVEMENT AREAS CONCRETE BASE SHALL EXTEND 24" MINIMUM ABOVE ASPHALT. IN PROTECTED LANDSCAPE AREAS (BEHIND CURB) BASES SHALL HAVE A MINIMUM OF 6" REVEAL ABOVE FINISHED GRADE. 4. BASES SHALL HAVE 2' MIN. HORIZONTAL SEPARATION FROM BACK OF CURB OR SIDEWALK UNLESS SPECIFICALLY CALLED OUT OTHERWISE ON THE PLANS. 1 LIGHT BASE » / 3 II I-,, PRUNE 1/3 OF CROWN BY THINNING AND SPACING BRANCHES. DO NOT CUT THE LEADER. FASTEN TRUNK TO STAKE WITH TREE RING OR RUBBER HOSE (INTERTWINED) #14 GA.—GALVANIZED WIRE, DOUBLE STRAND, TWIST TO TIGHTEN LOCATE ANCHOR STAKES 18` (MIN.) AWAY FROM TREE TRUNK, PARALLEL TO PREVAILING WIND. T—RAIL IRON STAKE OR WOODEN SUBSTITUTE. ANCHOR FIRMLY. KEEP FROM DAMAGING ROOTS OR ROOT BALL WHEN INSTALLING. CROWN OF ROOT BALL SHALL BE 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MIN. 3" COMPACTED DEPTH). FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP. IF NON—BIODEGRADABLE WRAP IS USED, REMOVE COMPLETELY. CREATE 6' DIA. SOIL SAUCER AROUND TREE WITH TOPSOIL (MIN. 6" HT.). FINISHED GRADE ____---PREPARED PLANTING SOIL. -.— COMPACTED SUBSOIL ,12-M. DECIDUOUS PLANTINGS 4 SINGLE OR CONTINL PREPARED PLAN' COMPACT SU PREVENT SETTLING I - — #4 BARS 0 2'-0` 0-C. 2' DOWN INTO CONC. FOOTING 2' UP INTO CMU WALL 4'-0" LONG BAR 1 M}a} 3' 4' O.C. I 8' O.C. < i r CONCRETE X / \ PAVEMENT DUMPSTER \ \ 2" O.D. PIPE FOR 1 5/8" DROP ROD of __1_0- ORESERVED 6 MIN. OSHRUB PLANTINGS JJ�IIIJIIIIJIIIIJIJIIJ�IIIIIIIII IIIIIIII�III 11111111 THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE SHRUBS SHALL BE SLIGHTLY HIGHER IN RELATION TO FINISHED GRADE THAN THEY WERE TO PREVIOUS EXISTING GRADE SHREDDED BARK MULCH (3" UNIFORM THICKNESS) CREATE SHALLOW SAUCER AROUND SHRUB WITH TOPSOIL (MIN. 6` HT.) FINISHED GRADE FOLD DOWN OR CUT & REMOVE TOP 1/3 OF BURLAP. IF NON—BIODEGRADABLE WRAP OR CONTAINER IS USED, REMOVE COMPLETELY NOTE: IN HEAVY, CLAY SOILS, FINISH PLANT CROWN OF BALL 3" ABOVE GRADE POTTED PLANTS OR ROOTED CUTTINGS— SPACING AS INDICATED IN PLANTING LIST (SEE LANDSCAPING PLAN) MULCH (MIN. 3") PREPARED PLANTING BACKFILL (MIN. 6") , — FINISHED GRADE OGROUND COVER PLANTINGS )-- STOCKADE PICKETS BOX HINGE (TYP.) 6" DIA. STL. POSTS FILLED WITH CONCRETE AND DOMED ON TOP SEE BOLLARD DETAIL 4' O.C. � 3' x DUMPSTER \ 1 5/8" O.D. GATE FRAME olo 4" O.D. GATE POSTS SCH. 40 GROUT CONCRETE MASONRY UNIT (CMU) WALL SOLID WITH #5 BARS ® 24" O.C. VERT. 8" CMU W/ HORIZONTAL REINFORCING 0 16" O.C. BRICK VENEER FINISH TO MATCH BUILDING. 4" O.D. GATE POST GALV. STEEL IIIIIIIIIIIIII 1'-4` 1 1 1 1 1 1 4 10' O.C.----=O.C._ 10' O.C. = 4» 1 22' PLAN VIEW 1 5/8" DROP ROD : I J�;.: :.: •.:, .: ,,I r• �. LOCKABLE INDUSTRIAL LATCH 10' WIDE DOUBLE GATES - r .'' i i .'' I SEE CONCRETE ' �' • PAVEMENT DETAIL I I ~`� ' 4` THICK CRUSHED STONE SUBBASE / i J 3500 PSI CONCRETE FOOTING (TYP.) A a _ SIDE ELEVATION - • I II , 11 I II I J J J SEE CONCRETE PAVEMENT DETAIL ,. j. r . tV�T' t ..1 I 1 . E �. WWI ',•I I�'•� r �.I I'�� I r .1 1' 1 �1 Pr I° ; 1. •. I I' ' '•I V •.1 r "I '. '' 1 L.: LO 4" THICK CRUSHED STONE SUBBASE FRONT ELEVATION 3500 PSI CONCRETE FOOTING (TYP.) DUMPSTER ENCLOSURE 3 h 1s"TYP. UNDISTURBED SOIL 7 CONIFEROUS PLANTINGS I 4" STEEL PIPE POST PAINTED L FILL PIPE WITH 3,000 PSI CONIC. r AND CROWN TOP r it t. . Y t . a i a d' • 4. � r t :d 3,000 PSI CONCRETE b b 6" NOTE: PROVIDE POLYETHYLENE COVER (COLOR BY OWNER) 8 STEEL BOLLARD r MAIM ON ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 -2 9 1 7 www.marathoneng.com � e � V � 0 W Z cauj O W secs c/) oca sAft Nam z cd 4 v UJ uj miZ =:) O 0 U Ci. oZ w o ®Lu <t Lu ttttttttt� ® z F�— O Lu Amok ® J i W LLM Lu U® J M y Z 0 O � o 0 �o.•. �s'i'.� .eon .IOI'�0�� • - • 1 JOB NO: 1308-21 SCALE: NA 10, IF DESIGNED: AMF DATE: 09/20/21 4 •- • III IF •- DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL ....................... ...................... ❖.❖.❖.❖.•.o❖.•oo❖.❖.•o.� ❖:❖:❖:❖:❖:❖:❖:•::❖:❖:❖: •❖:❖:❖:❖:❖:•:;❖ ------ •::❖:❖:•:�I ' 1 IM 1s"TYP. UNDISTURBED SOIL 7 CONIFEROUS PLANTINGS I 4" STEEL PIPE POST PAINTED L FILL PIPE WITH 3,000 PSI CONIC. r AND CROWN TOP r it t. . Y t . a i a d' • 4. � r t :d 3,000 PSI CONCRETE b b 6" NOTE: PROVIDE POLYETHYLENE COVER (COLOR BY OWNER) 8 STEEL BOLLARD r MAIM ON ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 -2 9 1 7 www.marathoneng.com � e � V � 0 W Z cauj O W secs c/) oca sAft Nam z cd 4 v UJ uj miZ =:) O 0 U Ci. oZ w o ®Lu <t Lu ttttttttt� ® z F�— O Lu Amok ® J i W LLM Lu U® J M y Z 0 O � o 0 IT 6 A WLATION OF NEW YORK STATE EDUCATION LAW AI IQE 145, SECTION 7209 EOR ANY PERSON, UNLESS AGEING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY. AN ITEM MRNG THE SFAL OF A PROFESSIONAL ENGINEER OR [AND SURVEYOR. F AN I FARING THE SEAL OF A PROF59WL ENGINEER OR LAND SURVEYOR SALTERED, THE ALTERING ENGINEER OR [AND SURVEYOR SHALL AFM TO THE ITIM THEIR SEAL AND THE NOTATION 'ALTERED IM FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECFIC DESORrODN OF THE ALTMATKTN. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Detail Sheet (4 of 4) 10 of 14 SHEET No: 1308-21 J JOB No: N C-6.3 DRAWING No: JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT 6 A WLATION OF NEW YORK STATE EDUCATION LAW AI IQE 145, SECTION 7209 EOR ANY PERSON, UNLESS AGEING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY. AN ITEM MRNG THE SFAL OF A PROFESSIONAL ENGINEER OR [AND SURVEYOR. F AN I FARING THE SEAL OF A PROF59WL ENGINEER OR LAND SURVEYOR SALTERED, THE ALTERING ENGINEER OR [AND SURVEYOR SHALL AFM TO THE ITIM THEIR SEAL AND THE NOTATION 'ALTERED IM FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECFIC DESORrODN OF THE ALTMATKTN. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Detail Sheet (4 of 4) 10 of 14 SHEET No: 1308-21 J JOB No: N C-6.3 DRAWING No: File: /.• Engineering Job F/es 1J08-21 Drawings Sheets C-7.0 TRUCK TURN PLAN. dwg, Lost saved- 9/28/2021, Plot Dote: 10/15/2021, By.• AF/BREL, Plot Sty/e: MARATHON STANDARD. CTB 1 \ \ NOT&PIPE �- / WEST OFL CORNER / NORTH SND OF 6' HIGH HOARD FENCE / 0.4' OVER LINE , CHARLES H. k ALICE P. EARNED ZRO.- L6/P.347 PER � ,�r•rrwr•�sr•a�,, O ♦ 1 %N1 / 1 \ I 1 / EDWARD LFA FDN9TERWALDER CAP RO.- IDN9TRUMENT NO. 2010-06649 n ��r�rir�r•��Ir•r•�r•��, 14.,42E SCS. F7. \ 3.247 ACIES / \ PIN CAP / MARSHA A HAVRAN / NTRO.- No. 2010-01887 / I \ PIPE PIN N SAP i n• T `�•f.` — — — — °� I 04 dof i C \ y I O 0 z PIN 4b Z MERY A, DROP A V j INLET x O nN9TR� O ! ' 1 O I E MAPTJ I MADS BY JON A m OR .� V „� DATED DEC. E. 16 I� E c N -�1b I � a SANITARY SEWER HIGHWA^ BO -� - MANHOLE 2 PER I RIM ELEV.: 1166.9' FOUND RR 1 HAP DEEC CURB SCOP DNVERT SLEV.: 1166.8' � SPDIS WATER VALVE LATERAL IN FROM N LIMIT SET I (RM ELEV.: 1169.1' T-DNTERSWTION) 46 MPH /RR SPODE r — 279.54' S GNry +— s51TW35' W SIGN U— CuNd ''`+�\ CURB G LINE DROP INLET RBI ELzv.: 1188.3' LNUI+ 1NLIL'1' KUl 1SLN'V.: litl'I.SI - SOLID 7 BOTTOM OF DRY WELL ELEV.: 1161.5 BOTTOM OF DRY WELL SLEV.: 1161.6\ f� Drf.- V.: 1183.5' 24' DL. C TO EAST V SLEY.: 1163.3' 24' DLI. CULV. TO WEST N., .�.\'DOVBLS SC TOMPKINS STREET EXTENSION N STATE ROUTE 13 m LINE \ , °� o� sorm WHITE IN CURB .,,.n:. O/H E/T/Tv o/H E/T/Tv SANITARY SEWER SAN MANHOLE Im / RIM ELEV.: 1187.9' RIM INVERT ELEV.: 116&0' INV. z n PMCI 1216 < q z� K '11; _- O 'AZ; Z �� z�� NOTE: / WEST OF COPD Qs�,� �. +`Or ? NN. NORTH END OF 6' a Ar. HIGH BOARD FENCE CHARLES H. do ALICE P. BANNED PIPS -RO.» \ � L466/P.947 Pla � �,�asr•�r•®sr•�, O / \ IN, 46* 1 / Put & ■r 1 / EDWARD LEO FDNSTERWALDER CAP ■ R 110TRUMENT NDo.-. 2010-06649 / 4 � 4% 10 / AREA 141,425 SQ. FT. \ ��0 3.247 ACRES \CHAP / MARSHA A. HAVRAN------------------------. �Ro.« NT NO. 2010-01887 / I b / \ / I \ PIPS PIN Nk r �,�► I. ril O CAP c) n / .SOC 12.8' C7 \ \ \ I c ► - z PIN G) Z DRoP AMERY A. Ban x O IIN9TRI O a we'Y N .L� �/� I CREFERENEDr ' MADE BY JON D. m �) S i1 � DATED DEC. 2, 15 rn m IDG—SOF ~ o E- m i Ja SANCTARY OEM HIGHWA BO MANHOLE FOUND RR PER N RI[ ELSV1188.6'.: Q 8PD18 MAP DEEL` CURB S1'OP INVERT SLEV.: 1168.6' WATER VALVE LATERAL IN FROM N SET t (RM mu.: 1169.1' LZIIT R 45 MPH ` I /R3PI]m j.....1 ! — S s 11TV35' W / rN 11 GUM— — - -- .., i CURB G LINE ROP INLET 1188. DROP INLET RDI 191XV.: 1167.9 1\ SOLID ! BOTTOM OF Y A 1181. BOTTOM OF DRY WELL ELEV.: 1181.8 t� IL O TO INV. ELEV.: 1183.3' 24' DIA. CULV. TO WEST — I In= -7 �.�.�\���.�.�.\\� \ \ .\\\I.�-\�.��i .�.�.��.\\�- \\X'.'. .\--,'DOUBLE 8C TOMPKINS STREET EXTENSION N STATE ROUTE 13 / OO LDNS � - Salm WHITE In CURB o/H E/T� � / CURB �! H 0/S/T/TP SANITARY SEWER so MANHOLE MAC / RIM ="..: 1167.9' RDI INTENT ELEV.: 1168.0' INT. 000000m cn—n x�n ;��t0 VxaogoaZ r N rno5a-Q mm =;T, 0_ g c� nfi Iv C o 0 A � T C fD m V �OWW WW v OOW�OWN Oy r+rt c) O m S ��k 41\ i N O V 0 °°o m -1 -, 4 � o � Z-4 7o Z O z 0 0 o � v D �. z n PMCI 1216 < q z� K '11; _- O 'AZ; Z �� z�� NOTE: / WEST OF COPD Qs�,� �. +`Or ? NN. NORTH END OF 6' a Ar. HIGH BOARD FENCE CHARLES H. do ALICE P. BANNED PIPS -RO.» \ � L466/P.947 Pla � �,�asr•�r•®sr•�, O / \ IN, 46* 1 / Put & ■r 1 / EDWARD LEO FDNSTERWALDER CAP ■ R 110TRUMENT NDo.-. 2010-06649 / 4 � 4% 10 / AREA 141,425 SQ. FT. \ ��0 3.247 ACRES \CHAP / MARSHA A. HAVRAN------------------------. �Ro.« NT NO. 2010-01887 / I b / \ / I \ PIPS PIN Nk r �,�► I. ril O CAP c) n / .SOC 12.8' C7 \ \ \ I c ► - z PIN G) Z DRoP AMERY A. Ban x O IIN9TRI O a we'Y N .L� �/� I CREFERENEDr ' MADE BY JON D. m �) S i1 � DATED DEC. 2, 15 rn m IDG—SOF ~ o E- m i Ja SANCTARY OEM HIGHWA BO MANHOLE FOUND RR PER N RI[ ELSV1188.6'.: Q 8PD18 MAP DEEL` CURB S1'OP INVERT SLEV.: 1168.6' WATER VALVE LATERAL IN FROM N SET t (RM mu.: 1169.1' LZIIT R 45 MPH ` I /R3PI]m j.....1 ! — S s 11TV35' W / rN 11 GUM— — - -- .., i CURB G LINE ROP INLET 1188. DROP INLET RDI 191XV.: 1167.9 1\ SOLID ! BOTTOM OF Y A 1181. BOTTOM OF DRY WELL ELEV.: 1181.8 t� IL O TO INV. ELEV.: 1183.3' 24' DIA. CULV. TO WEST — I In= -7 �.�.�\���.�.�.\\� \ \ .\\\I.�-\�.��i .�.�.��.\\�- \\X'.'. .\--,'DOUBLE 8C TOMPKINS STREET EXTENSION N STATE ROUTE 13 / OO LDNS � - Salm WHITE In CURB o/H E/T� � / CURB �! H 0/S/T/TP SANITARY SEWER so MANHOLE MAC / RIM ="..: 1167.9' RDI INTENT ELEV.: 1168.0' INT. 000000m cn—n x�n ;��t0 VxaogoaZ r N rno5a-Q mm =;T, 0_ g c� nfi Iv C o 0 A � T C fD m V �OWW WW v OOW�OWN Oy r+rt c) O m S ��k 41\ i N O V O q ;.oP Cn Z-4 7o Z O 1113 NYS ROUTE 13 0 —I z G) v D �. :3m r m m C c4 �G CORTLAND COUNTY STATE OF NEW YORK � r z n PMCI 1216 < q z� K '11; _- O 'AZ; Z �� z�� NOTE: / WEST OF COPD Qs�,� �. +`Or ? NN. NORTH END OF 6' a Ar. HIGH BOARD FENCE CHARLES H. do ALICE P. BANNED PIPS -RO.» \ � L466/P.947 Pla � �,�asr•�r•®sr•�, O / \ IN, 46* 1 / Put & ■r 1 / EDWARD LEO FDNSTERWALDER CAP ■ R 110TRUMENT NDo.-. 2010-06649 / 4 � 4% 10 / AREA 141,425 SQ. FT. \ ��0 3.247 ACRES \CHAP / MARSHA A. HAVRAN------------------------. �Ro.« NT NO. 2010-01887 / I b / \ / I \ PIPS PIN Nk r �,�► I. ril O CAP c) n / .SOC 12.8' C7 \ \ \ I c ► - z PIN G) Z DRoP AMERY A. Ban x O IIN9TRI O a we'Y N .L� �/� I CREFERENEDr ' MADE BY JON D. m �) S i1 � DATED DEC. 2, 15 rn m IDG—SOF ~ o E- m i Ja SANCTARY OEM HIGHWA BO MANHOLE FOUND RR PER N RI[ ELSV1188.6'.: Q 8PD18 MAP DEEL` CURB S1'OP INVERT SLEV.: 1168.6' WATER VALVE LATERAL IN FROM N SET t (RM mu.: 1169.1' LZIIT R 45 MPH ` I /R3PI]m j.....1 ! — S s 11TV35' W / rN 11 GUM— — - -- .., i CURB G LINE ROP INLET 1188. DROP INLET RDI 191XV.: 1167.9 1\ SOLID ! BOTTOM OF Y A 1181. BOTTOM OF DRY WELL ELEV.: 1181.8 t� IL O TO INV. ELEV.: 1183.3' 24' DIA. CULV. TO WEST — I In= -7 �.�.�\���.�.�.\\� \ \ .\\\I.�-\�.��i .�.�.��.\\�- \\X'.'. .\--,'DOUBLE 8C TOMPKINS STREET EXTENSION N STATE ROUTE 13 / OO LDNS � - Salm WHITE In CURB o/H E/T� � / CURB �! H 0/S/T/TP SANITARY SEWER so MANHOLE MAC / RIM ="..: 1167.9' RDI INTENT ELEV.: 1168.0' INT. 000000m cn—n x�n ;��t0 VxaogoaZ r N rno5a-Q mm =;T, 0_ g c� nfi Iv C o 0 A � T C fD m V �OWW WW v OOW�OWN Oy r+rt c) O m S ��k 41\ i N O V O \ n z —� -' o z - z 3Ab OOOMN3l9 ti AD m o J� m G 'F s� o� J $m m� N O si •3M }�t{1'TdUi1d IN o xvvvcn" o m m D m -SITE DEVELOPMENT PLANS �-i � (.n;vw z O Z mo for >_ N n n M�n _nMCO LLC. � N�_ ; � z W C) > > > /'g'hAVUGA SSOCIATE= Z a > Z rm ( m D � Z rn n0 m m Z m r. cn W s s ;-n-nzo 2 S p IV a) y TOWN OF CORTANDVILLE i ti N O V O q ;.oP Cn Z-4 7o Z O 1113 NYS ROUTE 13 0 ;,oma om 3 G1 CORTLAND COUNTY STATE OF NEW YORK � GENERAL PLAN NOTES 1. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL 77MES. 2. ROADSIDE DRAINAGE TO BE MA/NTA/NED AT ALL 77MES. 3. MATERIALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR PARKED WITHIN THE NEW YORK STATE RIGHT-OF-WAY. 4. MAINTENANCE AND PROTECTION OF M4fT70 MUST COMPLY WITH THE CURRENT NATIONAL MUTCD WITH NYS SUPPLEMENT, SE077ON 619 OF THE OURRN77V NYSDOT STANDARD SPEC/F/CABONS, THESE PLANS, AND AS ORDERED BY THE ASSISTANT RESIDENT ENG/NEER. ON A NYSDOT CONSTRUCTION PROJECT, MAINTENANCE AND PROTECTION OF TRAFFIC MUST COMPLY WITH THESE PLANS AND BE IN ACCORDANCE WITH THE NYSDOT CONTRACT DOCUMENTS AS DEEMED NECESSARY BY THE ENG/NEER-IN-CHARGE. 5. N077FY THE NEW YORK STATE DEPARTMENT OF 7Ti'ANSPORM770N'S RES/DENT ENG/NEER AT THE APPLICABLE RESIDENCY, THREE (3) WORK DAYS PRIOR TO WORK/NG WITHIN THE STATE RIGHT-OF-WAY. 6. NOT/FY DIG SAFELY NEW YORK THREE (3) WORKING DAYS PR/0R TO DIGGING, DR/LL/NG OR PLAShNG AT 1-800-962-7962, FOR A UTILITY STAKE -OUT. 7. ALL WORK CONTEMPLATED AND MATERIALS USED W17HIN THE NEW YORK STATE RIGHT-OF-WAY SHALL BE COVERED BY AND IN CONFORMITY W/TH THE NYS DEPARTMENT OF TRANSPORTATION MAY 01, 2008 SPECIFICATIONS BOOK AND ANY -SUBSEQUENT ADDENDA ALONG WITH ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION STANDARD SHEETS, EXCEPT AS MODIFIED /N THESE PLANS AND 1N THE ITEMIZED PROPOSAL. METRIC UN/TS MAY BE CONVERTED TO ENGLISH. 8. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 402 OF THE STANDARD SPECIFICATIONS. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PR/OR APPROVAL IS GIVEN BY THE DEPARTMENT. ADD17701VAL MAIN7ENANCE AND PROTECTION OF TRAFFIC WILL BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. 10. HAZARDOUS WAS7F NORRC4770N - THE PERMITTEE ACCEPTS THE RIGHT-OF-WAY OF THE STATE HIGHWAY IN ITS AS /S COND17/01. THE DEPARTMENT OF 77'ANSPORTARON MAKES NO REPRESENTATION AS TO THE ABSENCE OF- UNDERGROUND TANKS, S7RUC77JRES, FEARIRES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF 7HE WORK PERM/TTED HEREUNDER. SHOULD THE PERM17TEE FIND SOME PREWOUSL Y UNKNOWN IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH, SUCH PREVIOUSL Y UNKNOWN IMPEDIMENTS. 779- DEPARTMENT WILL PERMIT THE PERMITTEE TO REMOVE, MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, STRUCTURES, FEATURES OR IMPEDIMENT IF SUCH IS DONE IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND IS PRE -APPROVED BY THE DEPARTMENT OF TRANSPORTATION. SHOULD THE PERMITTEE DETERMINE THAT SUCH UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS THE PERM/77EE'S WORK AS AUTHORIZED BY THIS PERMIT UNFEAS/BLE, THE PERMITTEE SHALL HAVE THE OP77ON OF RESTORING THE HIGHWAY TO IIS ORIGINAL COND177ON AND NOT PERFORMING SUCH WORK. 11. OPENING/CUTTING OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS PERMISSION IS GRANTED IN WR/77NG, BY THE REGIONAL TRAFFIC ENG/NEER. NYSDOT EX04VARON SUPPORT SYSTEM REOUIREMENTS ANY EXCAVATONS 5 FEET OR MORE IN DEPTH SHALL UTILIZE A SHIELDS AND SHORING OR SHEETING SYSTEM WHICH PROVIDES DIRECT CONTACT AND SUPPORT OF THE EXCAVATION SIDES. THE SYSTEM SHALL ACCOMMODATE ANY ASSOCIATED SURCHARGE LOADS AND SHALL BE SUBMITTED TO NYSDOT'S REGIONAL GEOTECHNICAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PERMIT ISSUANCE. A SLOPING (LAYBACK) OPTION WILL NOT BE ALLOWED. SHIELDS AND SHORING OR SHEETING SYSTEM REQUIREMENTS DO NOT PERTAIN TO TEST PITS WHICH ARE 18" OR LESS IN DIAMETER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NYSD07'S REGIONAL GEOTECHNICAL ENGINEER DETAILS ASSOCIATED W/7H THEIR INTENDED SHEETING/SHORING SYSTEM IF REQUIRED. PRIOR TO THE START OF WORK WITHIN NYSDOT RIGHT-OF-WAY REQUIRING SUCH SHEETING/SHORING, THE CON7RACTOR SHALL RECEIVE APPROVAL FROM NYSDOT'S REGIONAL GEOTECHNICAL ENGINEER. .EARTHWORK.- PERFORM EXCAVATION & BACKFILL WITHIN NYSDOT RIGHT-OF-WAY IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SEC77ON 200 (TYR). NYSDOT TOPSOIL: TOPSOIL PLACED WITHIN NYSDOT RIGHT-OF-WAY SHALL CONFORM TO NYSDOT ITEM / 610.14X. ESTABLISH 7RF GRASS TURF ESTABLISHMENT WITHIN NYSDOT RIGHT-OF-WAY SHALL CONFORM TO NYSDOT ITEM # 610.1602. PAVEMENT MARKINGS WITHIN NYSDOT RIGHT-OF-WAY ALL PAVEMENT MARKINGS WITHIN NYSDOT RIGHT OF WAY SHALL BE PER NYSDOT STANDARD SPECIFICATIONS 685. DOUBLE YELLOW SOLID LINE, 4" WIDE' - �: •_ • • I ,J E -z CAR wasH JULE & MARIA SAN JULE..." 1 Y c - - EXISTING RIGHT OF WAY CONCRETE CURB OUTSIDENYSDOT RIGHT I ` : • . ; : OF WAY SHALL PER DETAIL 4/C6.1 TRANS/7701 LINE (W/IH ACCESS) 17�1�O CURB/NG TYPES AT RIGHT OF WAY �I " ' • ' • ' • ' • '1 i BETWEEN ES CONCRETE SIDEWALIKI CONCRE7F CURB /N NYSDOT RIGHT LINE, TRANS177ON LENGTH SHALL BE 3' ► - '; : - ; ; - ; - MONUMENT SIGN (RE.- DETAIL) OF RE MY-03STANDARD SHEET 609-03 RE.• ARCH PROPERTY ' : • ' ` • Y'/ a` SANITARY SEWER LINE, 7YR ` . 45 MPH SPEED L/M/T S/GN MANHOLE - CENTER OF CURVE SANITARY SEWER 1 GHWA' BOUNDS . ' - MANHOLE CONCRETE CURB /N NYSDOT R10HT R.R.FOUND P R RF C • RADIUS, TYR RIM ELEv. 11 .8' '' (TD REMA/N) OF WAY SHALL BE NYSDOT TYPE M 150, SPLICE I p : •,:: c STOP INVERT TERAL IN 1M Vis' SP EXIS77NO CONCRETE RE NYSDOT STANDARD SHEET 609-03 j 12' 7 • °�'°E ELEV 11 .tIBM (RM • 45 MPH , RR Sp CURB/NG (TYPE M150) R=33' n'iTE[iSECTION ® PROJECTED EIV DGE - - '�, , G , . OF DRIVEWAY SIGN �- S 5102335" W SIGN HIGIi1PAY BOUNDS -•, 0// - _ c _ CURB CURB � � �-1I -�- 37 MILE MARKER SIGN IVE SOLID WHITE FOG LINE DROP INLET (L RIM ELEV.: 68.3' ` - DROP INLET RIM ELEV.: 1167.9' / SOLID WHITE FOG LINE BO M OF DF'Y WELL ELEV.. 1161.5 BOTTOM OF DRY WELL ELEV.: 1161.6 �- EDGE OF M VEL LANE 13/3204/1045 ARC TANGENT INV V.: 1163.3' 24" DIA CUL TO EAST INV ELEV.: 1163.3' 24" DIA CULV. TO WEST - DASHED WHITE LANE LINE PO/NT, TYP. PROTECT EXISTING DRAINAGE INLET ,� APPROX. CENTERLINE UBLE SOLID YELLOW LANE DIVISION LIIJES �` X\ DURING CONSTRUCTION �. . DOUBLE SOLID YELLOW LANE DIVISION LINES �� \ i TOMPKI S STREET EXTENSI N N STATE ROUTE 13 _ STRIPED MEDIAN - - REMOVE POR17ONS OF EXIS77NG CURBING AS NECESSARY TO DASHED WHITE LANE UNE CON57RUCT NEW DRIVEWAY AND ASSOCIA7ED CURBING. SAW -CUT EXIS77NG CURB/NG AT LIMIT OF REMOVAL PAVEMENT RESTOR4170N ° f- EDGE OF 17?AVEL LANE WITHIN LIMITS OF CURB ° SOLID WHITE FOG UNE REPLACEMENT CURB -_i4�_ 7 RE: 3 C8.0 4 '� 0 MILE MARKER SIGN � � � / 7:VEYENT /H E/T/Tv 13/3204/1044 �" o E /r - PROVIDE 1"REVEAL ONCONCRETE CURB/NG W/7HIN LIM/1S R£STOR4170N PAVEMENT RESTOR4T/ON OF DRIVEWAY OPEN/NG / SANITARY SEWER W17HIN LIMITS OF WATER WITHIN LIMITS OF CURB 3EWER MANHOLE SERVICE CONNECTION REPLACEMENT RIM ELEV.: 1167.9' 1165.4' INVERT ELEV.: 1158.0' RE 3/C8.0 RE 3/C8.0 :V.: 1159.4' DRIVEWAY LAYOUT PLAN 1 SCALE: 1"=30' q \ JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS I � . I �1I 9/28/21 AF REVISED PER DOT COMMENTS SANITARY SEWER SERVICE CONNECT/ON RE. U77LITY PLAN j I q;; i it c TEL./CDM. & ELECTRIC CONNEC77ONS il 0 ( _ RE U77LITY PLAN �C a �•� r,,,,,,,,,/////, PROV/DE 1 "REVEAL ON _ CONCRETE CURBING WITHIN LIM/7S � 1 22S.� �- __ f � OF DRIVEWAY OPEN ING116 I a ,`' ' • + �- PAD MOUN7FD TRANSFORMER I ` 116 s 6 ,, `s AL I , RM 1166. ,56 N1- __T_ 1 __T_ RE • UTILI7Y PLAN STABILIZED CONST-RUCRON fWMNCE. J ��, �`w _ CONTRACTOR MAY USE 7HE EXIS77NG DRIVEWAY UNTIL NEW = GAS SERVICE CONNECTION. DRIVEWAY CONSTRUCTION IS /NIT/ATED. EXISTING DRIVEWAY �'p WORK /N RIGHT OF WAY BY SHALL SE SWEPT DAIL Y AT MINIMUM. ONCE NEW DRIVEWAY PROPOSED 6- HDPE COMBINED WATER� UTILITY PROVIDERCONSTRUCTION IS IN/77ATED, THE STABILIZED CONSTRUCTION SERVICE TO BE INSTALLED VIA - - - RE- U77LITY PLAN ENTRANCE SHALL BE ESTABLISHED. DIREC77ONAL DR/LL. INSTALLA77ON VIA �- £X/ST/NG 2" WAIT'R SERV/CE. RE 11 OPEN CUT /S /TED. I CONTRACTOR TO CUT AND CAP EX/ST/NG • 11`8.2 `� WATER SERVICE THEN REMOVE SERV/CE f. -- - ` CONNECTION AND PLUG EX/STING WATER. �_ - a y -v v-E'!�-�- -� -MAIN. REMAINING 2" W47FRLINE TO BE v_-__r__r_.-v-v ABANDONED /N PLACE. � e CONNECTION TO EXISTING WATER MAIN / VIA 6x6x6 TAPPING SLEEVE AND VALVE. WORK BY CONTRACTOR. 2 DRIVEWAY GRADING AND UTILITY PLAN SCALE. 1 -30 F Em NYSDOT NOTES.• 1. REFER TO SHEETS C-7.1 & C-7.2 FOR MAINTENANCE AND PR07FC7701V OF 7R4Ff7C, 2. THE POSTED SPEED LIMIT OF NYS ROUTE 79 ALONG THE PROPERTY FRONTAGE /S 45 MPH. J. THE CON7RACTOR SHALL REFER TO NYSDOT STANDARD SHEETS 608-03 FOR DRIVEWAY CONSTRUCTION DETAILS WITHIN THE NYSDOT RIGHT-OF-WAY. 4. NO EXCAVA77ONS SHALL BE LEFT OPEN OVER NIGHT. SIGHT DISTANCE MEASUREMENTS 1. STOPPING SIGHT DISTANCE MEASURED IN EXCESS OF 700' IN BOTH DIRECTIONS. 2. INTERSE077ON SIGHT DISTANCE MEASURED IN EXCESS OF 700' /N BOTH DIRECTIONS. c� m z 0 0 0 m STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. TOP COURSE, 1.5" THICK ,TAR AT ALL JOINTS. PER NYSDOT SPECIFICATIONS. 9..55 F2 TOP COURSE HMA, NY REM 402.098202 PROVIDE SMOOTH TRANSITION BETWEEN EXISTING F 80 SERIES COMPACTION ASPHALT AND NEW. MILL 18` REBATE FOR TOP COURSE TACK COAT BINDER COURSE NYSDOT ITEM: 407.0101 2.5" THICK BETWEEN EACH LAYER OF ASPHALT AND ON VERTICAL FACES WHERE NEW NYSDOT ITEM j 402.198902 ASPHALT IS PLACED AGAINST EXISTING N 19.0 F9 BINDER COURSE HMA, 80 SERIES COMPACTION BASE COURSE 6" THICK (2-3" THICK LIFTS) NYSDOT ITEM If 402.378902 37.5 F9 BASE COURSE HMA, 80 SERIES COMPACTION TRENCH BACKFILL• WASHED NO. 2 STONE ITEM: 623.12 (NOT CRUSHER RUN) & CLSM ITEM: 20401 -) �REFERPLAN • NOTES: 1. ALL MATERIALS SHALL CONFORM TO NYSDOT STANDARD SPECIFICATIONS. 2. THE CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT AT LIMITS OF REMOVAL NYSDOT PAVEMENT RESTORATION SCALE: NA i J AFAIM ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com C N SelW O Z O IW -- I¢ - Lu J J 0 O Z 0 l \ JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL R 5 A 4TOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACFING UNDER THE DIRECTION OF A LKTNSED PROFESSIONAL W,I EER OR LAND A1R1"EYOR, TO ALTER IN ANY WAY, AN FTIM DEARM THE SHA. Of A PROFESSIONAL 04GINER OR LAND SURVEYOR. F AN DFM BLARING THE STAT OF A PROFESSIONAL ENGINEER OR LAND SURAL U SALTUM THE ALTERING ENGINEER OR SAND SURVEYOR SHALL AFFIX TO THE ITE,I THEIR SEAL AND THE NOTATION 'ALTERED BY' FOL LAVED BY lEff SIGNATURE AND THE DATE OF SUCH ALTERATICA4. AND A TECFIC DESCWTION CF THE MTERATION. COPYRIGHT02021 MARATHON ENG. ADAM M. FISHEL DRAWING TITLE: Driveway Plan 12 of 14 SHEET No: 1308-21 JOB No: 1 C-8.0 DRAWING No: / 1m C4 CH m mN N a MOO.± i GENERAL NOTES 1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD, REFLECT THE MINIMUM REQUIREMENTS. 2. THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, M WRITING, PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE FIVE (5) WORT( DAYS PRIOR TO THE PLANED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY 00) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES. AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR. MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT. THE NEN YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. ACTIVITY AREA 1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500' LONGITUDINAL DISTANCE BETWEEN CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY. UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL NORM( AREAS. SICK 1. THE LOCATIONS OF THE SIM SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. 2. ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS CONTRACT. 3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORISTS LINE OF SIGHT. 4. ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI-LARE DIVIDED HIGHWAYS, MULTI -LANE RAM'S, AND ONE-WAY STREETS. IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL LANE. UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER 5. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE TYPE BRACKET. LAYING THE SIGN DOWN IN A HORIZONTAL POSITION IS NOT PERMITTED. 6. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE. T. NYR9-12 MAY BE USED IN PLACE OF NYR9-11. CHANNELIZING DEVICES 1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MDNIMIM 2' LATERAL CLEARANCE TO THE TRAVELED WAY. PUBLIC ACCESS 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 24 HOURS PRIOR TO RESTRICTING USE BL THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES. AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. LANE CLOSURES 1. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBILITY, I.E. BEFORE CURVES AND CRESTS. TO THE EXTENT CONDITIONS PERMIT. 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE -OPENED AT ANY TIME IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT LIMITS. LANE WIDTHS 1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR NORM( ZONE TRAVEL LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE MINIUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'. 2. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY. SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MAKER. I WORK ZONE TRAFFIC CONTROL. SIGN TABLE TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS SIGN SIGN DESIGNATION COLOR CODE CONVENTIONAL ROAD EXPRESSWAY FREEWAY IE5-1 gm DESIGNATION C -- 72'X60" 72"X60" IMOM'D I00ia 620-1 A 36'X18" 48"X24" 48"X24" .,■ G20-2 A 36"X18" 48'X24• 48'X24' II1 -77 -ml mia s G20-4 A 36"X18" 48148' 48148' a G20-SaP A 249(18' 36"X24" 369X24" �X XX MIA G i RDIGITS 36'X36' 369(36' °vPAeNDaTI MM -32 A 489X24' 4BM4" 189124' LAS CLOSURE NON -TRAVERSABLE HAZARD Mt -!t G 3 DIGITS 309X24" 459X36' 459(36" x)( Ml -4 8 1 0 424GIT5 369(36" 369X36" 75 M1-0 8 31YX24"S 45906" 459X36' ORT M3-1 IN VEHICLES EXPOSED REWN03 REQUIRED' OPTIONAL' OPTIONAL' 24"X30' 95 135 185 240 405 450 495 540 EAST M3-2 SEE R2-1 8 OR 30'X36' SOOT M3-3 jIt 3 24'X12" 36'7(18' 369(18' WEST M3-4 12 125 180 245 320 1 540 600 660 720 ExD DETOUR 94-8 A 249(12' 36"X18" 369(18" DETTOOUR M4 -Ba A 24918" 249X18• 249(18" DETOUR 114-9 EMD RTRAF�ARY BARRIER. BARRIER�IEHICL S ARE NOTT REQUIRED HAZARDS ARE PROTECTED BY A TEMPORARY 1 DE4- I D-10, ETOURM14-9L W -9R A 30'X24• 48906' 48906' TABLE 6C-2 DEQ a24906' 36136' 36"XSC 369(54" TYPE OF POSITIVE BARRIER 30 LIMIT rI T PA55 I M4 -9a A 307(24" 30'X24• 369148' PRECONSTRUCTION [D_I�f�OU*R R4-7 B 24900' 36148' 36748' 36906' 36906' 14-7c NARROW B 18900' )1st 12:1 15:1 [oE.:T*0UR: 114-8 B 24900' 36148' 369(48" EDET*OUR M4 -9b A 30'X24' 309(24` 18.1(30• 6b DE; OUR ADVANCE WARNING SIGN SPACING srNr uTE R4-9 B 24900' 36148" 11. EE M4 -9c A 30124" 30724• 489(48' DETOUR M4 -IOL 8 369(18' 369118' - DETOUf� W -!OR A 48918" 48918' 489(18• a M5-1 SEE NOTE 3 211X15' 30121" 30'X21' a�MS -2 NOSEE TE 3 21115' 309(21' 30701!' N6-1 CK -1 5,iwl M6-2 B 249(18• 249(18• aMG -3 SEE NOTE 3 21915' 309(21' 309X21' Q MG -4 Qxic NYM3-1 8 249014' 36906" 369(36" x)()( NYM3-2 B 30"X24" 459(36' 45906' z)(A NY113-3 8 30'X24' 45906' 45"X361 BARRIER/SHADOW VEHICLES 1. BARRIER AND SHADOW VEHICLES SHALL BE REQUIRED AS PER STANDARD SHEET TITLED 'WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES% 2. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN THE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE). 1 THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK ZONE, TO BE INCLUDED IN THE UNIT BID PRICE FOR BASIC WORK ZONE TRAFFIC COMM. ISTATE OF NEN YORK DEPARTMENT OF TRANSPORTATION US. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL GENERAL NOTES APPROVED SEPTEMBER 18. 2008 ISSUED UNDER EB 08-036 /S/ DAVID J. CLEMENTS. P.E. ( 619-10 EFFECTIVE DATE: 01/08/09 DIRECTOR. OFFICE OF TRAFFIC SAFETY AND MOBILITY WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD R rEs Mew RI1-3a 8 60900' 60•X30" --- LKML OW1 -4L A 36"x36' 48'X48" 48"X48• O N1 -4R ROADWAY DEFINITIONS: CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN A FREEWAY. OR EXPRESSWAY. EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL WlAbl OF ACCESS. N1-4bR A 36"X36' 489(48' 489(48" FREEWAY - A DIVIDED HIGHWAY WITH FILL CONTROL OF ACCESS. COLOR CODE LEGEND ** WI-4cB A 36MIS" 489(48• 489148" CODE DESCRIPTION !! A BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND B !LACK LEGEND AND BORDER ® W1 6L I A ON A WHITE BACKGROUND 489014• 60900" 60"X30' C WHITE LEGEND AND BODER ON A LEEN BACKGROUND WI_6R I A WHITE LEGEND AND BORDER 0 ON A RED BACKGROUND A Nl-81. ONO RED LEGEND AND BORDER 1BGRDER) E ON A WHITE BACKGROUND A 189124• 30'X36' 30"X36" BLACK LEGEND AND BORDER 11 -SR (NO F ON A FLOURESCENT YELLOW IBJ BORDER) GREEN BACKGROUND G WHITE LEE AN AND BONDER ® N3-1 A4 36906" 489(48" 489X48• ON A BLUE AND RED BACKGROUND W3-2 A4 369136• 489148• 489148' NOTES: 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. W3-3 A 36906' 4 48148" 489148' 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.CD. 3. COLORS FOR DIRECTION PLAQUES, ADVANCE TURN ARROWS, AND DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE SIGN THAT THEY SUPPLEMENT AS PER THE M.U.T.CD. � ucn� 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND sTr A 36906' 489(48' 489(48' BORDER ON AN ORANGE BACKGROUND. S. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES MULTIPLE LANES ON A CONVENTIONAL ROAD. <A> 13-5 A4 36906' 48'X48" 48148' ON4 -IL A 36906' 489(48' 489(48' ON4 -1R - STATE OF NEW YORK �ei _ I DEPARTMENT OF TRANSPORTATION W4 -2L A 36906' 489(48" 489148" W4 -2R I U.S. CUSTOMARY STANDARD SHEET SIGN TABLE (SHEET 1 OF 2) APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 /S/ TOLD WESTHUIS. P.E. OFFICE OF EFFECTIVE DATE: 05/03/2012 TRRAAFFICRSAFETYY AND MOBILITY619-12 H i J TABLE NYI-A WORK ZONE TRAFFIC CONTROL SIGN TABLE TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY aPH) DESIGNATION CODE ROAD USE REQUIREMENTS 4S (40 MPH) OR ad m 'np is Olt LAR Mast NYR9-11 B 24142• 48'X84' 48"X84' Homs m a�sxt Das NYR9-12 B 24'X36" 36754" 48'X72' sTwPe NYW4-17 A 36'X36' 48148' 48148' 77 PAINT NYW1-30 A 489X24• 489Q4" 489124' aTsa"EI NYWB-31 A 48W4" 489@4" 48"X24" °vPAeNDaTI MM -32 A 489X24' 4BM4" 189124' LAS CLOSURE NON -TRAVERSABLE HAZARD NYWB-33 A 489014" 48'94' 489(24' �L� R1 -I D 36906' 36136' 489(48' 75 RI -2 E 36906'X36' 4891489148' 6091607160• aPEID 520 560 IN VEHICLES EXPOSED REWN03 REQUIRED' OPTIONAL' OPTIONAL' 24"X30' 95 135 185 240 405 450 495 540 585 630 XX 10 R2-1 8 OR 30'X36' 369148' 369(48' 11 115 165 225 295 1 495 550 605 660 715 770 DE. EQUIPMENT, MATERIALS, REQUIRED' SEE NOTE 5) 12 125 180 245 320 1 540 600 660 720 ExD EXCAVATION ONLY NB -17p A 24'XIr 309X'.4• 30"X24• NO WORKERS EXPOSED N GMER FMEs TIME A R2-11 B 21900' 36148' 36148' EMD RTRAF�ARY BARRIER. BARRIER�IEHICL S ARE NOTT REQUIRED HAZARDS ARE PROTECTED BY A TEMPORARY P,LAATLaiAa�r W8-24 FLARE RATES FOR POSITIVE BARRIER Z. WHERE THE REQUIREMENT IS 'OPTIONAL% EITHER A BARRIER VEHICLE OR TIE STANDARD LONGITUDINAL 489(48' ZONE 1 HER. SPEED TABLE 6C-2 R2-12 a24906' 36136' 36"XSC 369(54" TYPE OF POSITIVE BARRIER 30 LIMIT rI T PA55 I R4-1 B 24900' 36148' 369148' PRECONSTRUCTION YPN TEMPORARY CONCRETE BARRIER B:l R4-7 B 24900' 36148' 36748' 36906' 36906' 14-7c NARROW B 18900' )1st 12:1 15:1 VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DURING BOTH WORKING AND NON -WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE 114-8 B 24900' 36148' 369(48" 35 iso FT. TABLE NY6H-3 R4 -8c NARROW B 18.1(30• 40 305 FT. ADVANCE WARNING SIGN SPACING srNr uTE R4-9 B 24900' 36148" 369(48' R5-1 E 36906' 361X36• 489(48' JR -7.1R9-8 65 6475 8 369(18' 369118' - aos o R9-9 B 249(12' 24112' - R9 -IOL R9-lOB B 249(12' 24912• - R9 -11L- B 249(18• 249(18• QR9 -11R R9 -!td R9-11aR B 249(12' 24'X12' - stnNs aosrn �► �sroP� RED R10-6 8 24906' 24906' - ROAD CLOSED R1t-2 B 48900" 48900' 48900' ISTATE OF NEN YORK DEPARTMENT OF TRANSPORTATION US. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL GENERAL NOTES APPROVED SEPTEMBER 18. 2008 ISSUED UNDER EB 08-036 /S/ DAVID J. CLEMENTS. P.E. ( 619-10 EFFECTIVE DATE: 01/08/09 DIRECTOR. OFFICE OF TRAFFIC SAFETY AND MOBILITY WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD R rEs Mew RI1-3a 8 60900' 60•X30" --- LKML OW1 -4L A 36"x36' 48'X48" 48"X48• O N1 -4R ROADWAY DEFINITIONS: CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN A FREEWAY. OR EXPRESSWAY. EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL WlAbl OF ACCESS. N1-4bR A 36"X36' 489(48' 489(48" FREEWAY - A DIVIDED HIGHWAY WITH FILL CONTROL OF ACCESS. COLOR CODE LEGEND ** WI-4cB A 36MIS" 489(48• 489148" CODE DESCRIPTION !! A BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND B !LACK LEGEND AND BORDER ® W1 6L I A ON A WHITE BACKGROUND 489014• 60900" 60"X30' C WHITE LEGEND AND BODER ON A LEEN BACKGROUND WI_6R I A WHITE LEGEND AND BORDER 0 ON A RED BACKGROUND A Nl-81. ONO RED LEGEND AND BORDER 1BGRDER) E ON A WHITE BACKGROUND A 189124• 30'X36' 30"X36" BLACK LEGEND AND BORDER 11 -SR (NO F ON A FLOURESCENT YELLOW IBJ BORDER) GREEN BACKGROUND G WHITE LEE AN AND BONDER ® N3-1 A4 36906" 489(48" 489X48• ON A BLUE AND RED BACKGROUND W3-2 A4 369136• 489148• 489148' NOTES: 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. W3-3 A 36906' 4 48148" 489148' 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.CD. 3. COLORS FOR DIRECTION PLAQUES, ADVANCE TURN ARROWS, AND DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE SIGN THAT THEY SUPPLEMENT AS PER THE M.U.T.CD. � ucn� 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND sTr A 36906' 489(48' 489(48' BORDER ON AN ORANGE BACKGROUND. S. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES MULTIPLE LANES ON A CONVENTIONAL ROAD. <A> 13-5 A4 36906' 48'X48" 48148' ON4 -IL A 36906' 489(48' 489(48' ON4 -1R - STATE OF NEW YORK �ei _ I DEPARTMENT OF TRANSPORTATION W4 -2L A 36906' 489(48" 489148" W4 -2R I U.S. CUSTOMARY STANDARD SHEET SIGN TABLE (SHEET 1 OF 2) APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 /S/ TOLD WESTHUIS. P.E. OFFICE OF EFFECTIVE DATE: 05/03/2012 TRRAAFFICRSAFETYY AND MOBILITY619-12 H i J TABLE NYI-A WORE( ZONE TRAFFIC CONTROL SIGN TABLE TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS TABLE 6C-3 BARRIER VEHICLE USE REQUIREMENTS SPEED LIMIT (S) TAPER LENGTH 8.) TAPER LENGTH FOR TEMPORARY (LONG TERM. INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) aPH) 15-1 FTJ TRAFFIC CONTROL ZONES USE REQUIREMENTS 4S (40 MPH) OR LESS L c TAPER LENGTH L = WS /60 W = WIDTH OF OFFSET FTJ S = PRECONSTRUCTION POSTED SPEED LBO WRI TYPE TAPER TAPER LENGTH Ll 1 NON -FREEWAY (45 DPH) OR MORE L = IS MERGING TAPER L SHIFTING TAPER L/2 CLOSURE TYPE EXPOSURE CONDITION IPRECORSTRlUCT10N POSTED SPEED LMT( A 36'X36' 48'X48' 48'X48" FREEWAY W1dOP A STANDARD TAPER LENGTHS SHOULDER TAPER L/3 2 45 MPH 35-40 MPH 530 MPH BUMP WB 1 A ONE -LANE. TWO-WAY TRAFFIC TAPER 100 FL MAXIMUM 489X48 LATERAL SHIFT PAvOERr FIDS TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LMT DOWNSTREAM TAPER 100 FT. PER LANE WORKERS ON FOOT OR IN VEHICLES EXPOSED REGXIRED' REQUIRED' REQUIRED OPTIONAL2 OF TRAFFIC FLOW PATH (25 MPH) LTO MPH) LF MPH) (40 MPH) (45 MPH) 50 MPIO 65 MPH) (60 MPH) (65 MPH) (T0 MPH) TO TRAFFIC 4 45 60 85 110 180 200 220 240 260 280 LAS CLOSURE NON -TRAVERSABLE HAZARD 5 55 75 105 135 225 250 275 300 325 350 BE. EQUIPMENT, MATERIALS. REQUIRED' BLQUtRED3 OpTIOAL2 OpnONAL2 6 65 90 125 160 270 300 330 360 390 420 EXCAVRKERS EXPOSED ATION ONLY NO WO 7 75 105 145 190 315 350 385 420 455 490 WORKERS ON FOOT OR 8 9 85 120 165 215 360 400 440 480 520 560 IN VEHICLES EXPOSED REWN03 REQUIRED' OPTIONAL' OPTIONAL' 36'X36' 95 135 185 240 405 450 495 540 585 630 TO TRAFFIC 10 105 150 205 270 450 500 550 600 650 700 SHOULDER CLOSURE NON -TRAVERSABLE HAZARD N8-15 11 115 165 225 295 1 495 550 605 660 715 770 DE. EQUIPMENT, MATERIALS, REQUIRED' OPTIONAL2 OPTIONAL' OPTIONAL2 12 125 180 245 320 1 540 600 660 720 780 840 EXCAVATION ONLY NB -17p A 24'XIr 309X'.4• 30"X24• NO WORKERS EXPOSED 18-23 A 36906' 48148' 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYI-A ASSUMES THERE IS NO POSITIVE PROTECTION sT¢L TABLE 619-4 RTRAF�ARY BARRIER. BARRIER�IEHICL S ARE NOTT REQUIRED HAZARDS ARE PROTECTED BY A TEMPORARY P,LAATLaiAa�r W8-24 FLARE RATES FOR POSITIVE BARRIER Z. WHERE THE REQUIREMENT IS 'OPTIONAL% EITHER A BARRIER VEHICLE OR TIE STANDARD LONGITUDINAL 489(48' 489(48' TABLE 6C-2 I POSTED SPEED LIMIT BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED. 36136' 489(48' LONGITUDINAL BUFFER SPACE TYPE OF POSITIVE BARRIER 30 40 A OR F 36906' 369136' 3. REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE O O N11 -2L N11 -2R PRECONSTRUCTION YPN TEMPORARY CONCRETE BARRIER B:l MPH 11:1 110 MPH 14:1 155 MPH 161 165 MPH 20 1 AND EACH CLOSED PAVED SHOULDER B' OR GREATER IN WIDTH. IF THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDINGLY. BARRIER 36906' 36906' POSTED DISTANCE SPEED LIMIT I PHI BOX BEAM OR HEAVY POST CORRl1GATED BEAM 7:1 9:1 )1st 12:1 15:1 VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DURING BOTH WORKING AND NON -WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE 2nR REQUIREMENTS MAY BE MADE, AS APPROVED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE 35 iso FT. TABLE NY6H-3 WHERE BARRIER VEHICLE PLACEMENT WOULD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE 40 305 FT. ADVANCE WARNING SIGN SPACING OPERATION OF TRAFFIC �rTp 4. BARRIER VEHICLES ARE NOT REQUIRED FOR MILLING AND/OR PAYING OPERATIONS. BUT THE STANDARD 0 25 FL 55 95 DISTANCE BETWEEN SIGNS SIGN LEGEND LONGITUDINAL BUFFER SPACE (TABLE 6C-2) SHALL PROVIDED. 65 6475 ROAD TYPE A ffTJ B FTJ C FTJ XX YY 5. BARRIER VEHICLES ARE NOT REQUIRED FOR FLAGGING OPERATIONS. BUT THE STANDARD LONGITUDINAL T. URBAN (S 30 MPH-) 100 100 100 AHEAD AHEAD BUFFER SPACE (TABLE6C-2) SHALL BE PROVIDED. TABLE NYI-B SHADOW VEHICLE USE REQUIREMENTS (MOBILE CLOSURES) 115E REQUIREMENTS ION -FREEWAY CLOSURE TYPE EXPOSURE CONDITION PRECONSTRUCTION POSTED SPEED LBIITI FREEWAY z 45 MPH 35-40 MPH S 30 MPH WHEN ER LANE CLOSURE VEHICLE.OR OTHER HAZARD REQUIRED2'4 REQUINLO-'4 REQUIRED2'4 REQ IRED2'4 IS EXPOSED TO TRAFFIC WHEN ANY WORKER, SHOULDER CLOSURE VEHICLE, OR OTHER HAZARD REQUIRED2'4 REQUIRED2'4 REOIIRED2'4 REQUIRED2'4 IS EXPOSED TO TRAFFIC 1. A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT MOVES CONTINUOUSLY OR INTERMITTENTLY ALONG THE TRAVELED NAY OR SHOULDER SLOWER THAN THE PREVAILING SPEED OF TRAFFIC. CHANNELIZING DEVICES ARE NOT USED FOR MOBILE CLOSURES. 2. SHADOW VEHICLES SHALL BE EQUIPPED WITH AN APPROVED REAR MOORED ATTENUATOR (IRUCK WONTED OR TRAILER MOUNTED) FOR THE FOLLOWING MOBILE CLOSURES: LANE CLOSURES ON FREEWAYS, LANE CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION POSTED SPEED LMT OF 35 MPH OR MORE, SHOULDER CLOSURES ON FREEWAYS, AND SHOULDER CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION SPEED LIMIT OF 45 MPH OR MORE. 3. FOR MOBILE LANE CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION POSTED SPEED LIMIT OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NON -FREEWAY ROADWAYS HAVING A PRE -CONSTRUCTION SPEED LIMIT OF 40 MPH OR LESS, SHADOW VEHICLES ARE NOT REQUIRED TO BE EQUIPPED WITH A REAR MOUNTED ATTENUATOR. 4. A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WORKERS IDN FOOT OR IN A VEHICLE) AND SHALL BE REQUIRED FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8' OR GREATER IN WIDTH. ADDITIONAL SHADOW VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED PROTECTION OF EXPOSED WORKERS, AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE. TABLE NY2-A PLACEMENT DISTANCE FOR BARRIER VEHICLES PRECONSTRUCTION PLACEMENT DISTANCE FTJ POSTED BARRIER VEHICLES - SPEED LIMIT 118000 LBSJ 124000 LBSJ /,PHIMINIMUM I MAXIMUM MINI" MAXIMUM > 55 100 FL 200 FT. 100 FL 200 FL 45 - 55 100 FT. 200 FT. 85 FL 165 FT. <45 85 FT. 165 FT. 50 FT. 100 FL • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: BARRIER VEHICLE - VEHICLE USED FOR STATIONARY SHOULDER CLOSURES, LANE CLOSURES, AND OTHER STATIONARY WORK ZONES. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER TABLE NY2-B PLACEMENT DISTANCE FOR SHADOW VEHICLES PRECONSTRUCTION PLACEMENT DISTANCE FTJ POSTED SHADOW VEHICLES•• SPEED LIMIT (18000 LBS.) (24000 LBSJ MVFHD MINIMUM I MAXIMUM MINMM MAXIMUM > 55 230 FT. 330 FL 180 FL 280 FL 45 - 55 180 FT. 280 FT. 150 FT. 250 FT. 445 100 FT. 200 FT. 100 FL 200 FL • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: SHADOW VEHICLE - VEHICLE USED FOR MOBILE OR SHORT DURATION WORK OPERATIONS. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD WI3-1P A 24124' 30'X30' 30•X30' 1-1 ON W14-3 A 36"061 361X361 36"X36' RAMP PASSING 913-4P A 489(48906" ---- SNARE SEE THE I W16 -1P NOTE 3 IBW4' 24900• - [NADI A OR F xW16-2P A 24918' 30•X24• rorl SEE W16 -4P NOTE 3 309124' - -- - N16-5PL W16 -SPR A 249(18" - y W16-7PL SEE NOTE 3 249(12" 30"X18" 0 WI6-7PR A OR F SEE AHEAD N16 94" NOTE 3 249(12" 30"X18" - AORF RDAD BORN AHEAD W20-1 A 36906• 489148• 489(48" ROAD ROAD RORx ROI:K xx FT x MILE DETOUR AHEAD 120-2 A 36)06• 489148• 489(48' DETOUR DETOUR xx FT x MILE RO>ZRIAD CLOS AHEAD W20 3 A 36906' 489(48' 489148" ROAD CLOSED CLOSED xx 13 x MIRE MDAaK( D W20-4 A 369061 48148' 489(48" oK LAK CLE ROW ROAD xx: Fr x LAE &v"LL"A LEFTEFT LAKK WE CLOSED L03 N2M A 36906' 489(48' 489(48' LAK CLOSED AHEAD LAK uK CLOSED CLOSED 1500 FT 1 TILE z gMMES 2OMLER LNES aosn aaSED X MILE W20-Sa A 36906"48148" 46148• aUSED��OS amm IIS i WE <q> W20-7 A 369(36• 48148• 489(48' URBAN 05-40 WHO 200 200 200 AHEAD AHEAD URBAN (z 45 MPH-) 350 350 350 IODO FT. AHEAD MURAL 500 500 500 1500 FL 1000 FT. EXPRESSWAY / FREEWAY 1000 1500 MO I MILE Vp MILE • RECONSTRUCTION POSTED SPEED LMT URBAN: WETS MORE THAN 1 OF THE FOLLOWING CRITERIA) SIDEWALKS, BICYCLE USAGE, CURBING. CLOSED DRAINAGE SYSTEMS, DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE. MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR GREATER. MAJOR COMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE SPEEDS OF 45 MPH OR LESS. RURAL: ANY AREA NOT EXHIBIT= MORE THAN ONE OF THE ABOVE CHARACTERISTICS. EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIAL CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. FREENAYSARTERSTATEs LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED, HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS. WORK ZONE TRAFFIC CONTROL LEGEND WORE( ZONE TRAFFIC CONTROL SIGN TABLE DESCRIPTION SIGN SIGN DESIGNATION COLOR CODE CONVENTIONAL ROAD EXPRESSWAY FREEWAY ROAD 15-1 A 36'7(36' 48X48' 48148' RAMP S WS -4 A 36'X36' 48'X48' 48148• <#>WG -3 A 36'X36' 48'X48' 48'X48" x'S.a1n W1dOP A 24M8. 36900' 36900" BUMP WB 1 A 36906 489X48 489(48 PAvOERr FIDS N8-3 A 36906' 489(48" 489(48' WON( VEHICLE WITH TRUCK MOUNTED ATTENUATOR woeE GRAVEL N8-7 A 36906' 489(48" 489148" ROUGN ROAD WB -8 A 690 36' 489(48" 489(48" MIiEOER N8-9 A 36906' 489(48' 48148" MO CENTER LIE NB -12 A 36'X36' - ---- FRoaLs WB -14 A 36MV 489X48• 489148" AYEMEMT N8-15 A 36906' 489148• 489148" OWB -17 A 36906` 48148" 489148' NB -17p A 24'XIr 309X'.4• 30"X24• MALLEI 18-23 A 36906' 48148' 489148" sT¢L P,LAATLaiAa�r W8-24 A 369(36' 489(48' 489(48' CLOSED HEW W9-3 A 36136' 489(48' 48148' OOWII_IL NIIAR A OR F 36906' 369136' - O O N11 -2L N11 -2R f 36906' 36906' - WI1-15L N11 -15R F 36906' 36906' - TABLE NY2-A PLACEMENT DISTANCE FOR BARRIER VEHICLES PRECONSTRUCTION PLACEMENT DISTANCE FTJ POSTED BARRIER VEHICLES - SPEED LIMIT 118000 LBSJ 124000 LBSJ /,PHIMINIMUM I MAXIMUM MINI" MAXIMUM > 55 100 FL 200 FT. 100 FL 200 FL 45 - 55 100 FT. 200 FT. 85 FL 165 FT. <45 85 FT. 165 FT. 50 FT. 100 FL • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: BARRIER VEHICLE - VEHICLE USED FOR STATIONARY SHOULDER CLOSURES, LANE CLOSURES, AND OTHER STATIONARY WORK ZONES. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER TABLE NY2-B PLACEMENT DISTANCE FOR SHADOW VEHICLES PRECONSTRUCTION PLACEMENT DISTANCE FTJ POSTED SHADOW VEHICLES•• SPEED LIMIT (18000 LBS.) (24000 LBSJ MVFHD MINIMUM I MAXIMUM MINMM MAXIMUM > 55 230 FT. 330 FL 180 FL 280 FL 45 - 55 180 FT. 280 FT. 150 FT. 250 FT. 445 100 FT. 200 FT. 100 FL 200 FL • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619: SHADOW VEHICLE - VEHICLE USED FOR MOBILE OR SHORT DURATION WORK OPERATIONS. MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD DISTANCE FROM MANUFACTURER WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEWAY DESIGNATION CODE ROAD WI3-1P A 24124' 30'X30' 30•X30' 1-1 ON W14-3 A 36"061 361X361 36"X36' RAMP PASSING 913-4P A 489(48906" ---- SNARE SEE THE I W16 -1P NOTE 3 IBW4' 24900• - [NADI A OR F xW16-2P A 24918' 30•X24• rorl SEE W16 -4P NOTE 3 309124' - -- - N16-5PL W16 -SPR A 249(18" - y W16-7PL SEE NOTE 3 249(12" 30"X18" 0 WI6-7PR A OR F SEE AHEAD N16 94" NOTE 3 249(12" 30"X18" - AORF RDAD BORN AHEAD W20-1 A 36906• 489148• 489(48" ROAD ROAD RORx ROI:K xx FT x MILE DETOUR AHEAD 120-2 A 36)06• 489148• 489(48' DETOUR DETOUR xx FT x MILE RO>ZRIAD CLOS AHEAD W20 3 A 36906' 489(48' 489148" ROAD CLOSED CLOSED xx 13 x MIRE MDAaK( D W20-4 A 369061 48148' 489(48" oK LAK CLE ROW ROAD xx: Fr x LAE &v"LL"A LEFTEFT LAKK WE CLOSED L03 N2M A 36906' 489(48' 489(48' LAK CLOSED AHEAD LAK uK CLOSED CLOSED 1500 FT 1 TILE z gMMES 2OMLER LNES aosn aaSED X MILE W20-Sa A 36906"48148" 46148• aUSED��OS amm IIS i WE <q> W20-7 A 369(36• 48148• 489(48' URBAN 05-40 WHO 200 200 200 AHEAD AHEAD URBAN (z 45 MPH-) 350 350 350 IODO FT. AHEAD MURAL 500 500 500 1500 FL 1000 FT. EXPRESSWAY / FREEWAY 1000 1500 MO I MILE Vp MILE • RECONSTRUCTION POSTED SPEED LMT URBAN: WETS MORE THAN 1 OF THE FOLLOWING CRITERIA) SIDEWALKS, BICYCLE USAGE, CURBING. CLOSED DRAINAGE SYSTEMS, DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE. MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR GREATER. MAJOR COMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE SPEEDS OF 45 MPH OR LESS. RURAL: ANY AREA NOT EXHIBIT= MORE THAN ONE OF THE ABOVE CHARACTERISTICS. EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIAL CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. FREENAYSARTERSTATEs LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED, HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS. WORK ZONE TRAFFIC CONTROL LEGEND SYMBOL DESCRIPTION OF ACCESS. ARROW PANEL 0 ARROW PANEL. CAUTION MODE iii ARROW PANEL TRAILER OR SUPPORT H CHANGEABLE MESSAGE SIGN ONUS) ■ CHANNELIZING DEVICE ® CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR REVISION DIRECTION OF TEMPORARY TRAFFIC DETOUR •� DIRECTION OF TRAFFIC H>r+ FLAGGER D FLAG TREE WORK ZONE TRAFFIC CONTROL LUMINAIRE LEGENDS AND NOTES PAVEMAKINGS TMTERM SHALLCT APPROVED SEPTEMBER 18, 2008 ISSUED LNDER EB 08-036 REMOVED FORRA LONGPROJEAT /S/ DAVID J. CLEMENTS, P.E. SIGN. TEMPORARY 0 TEMPORARY BARRIER ® TEMPORARY BARRIER WITH WARNING LIGHTS 0- TRAFFIC OR PEDESTRIAN SIGNAL H)ZEN TYPE III BARRICADE WARNING LIGHTS ® WORM( SPACE WORK VEHICLE WON( VEHICLE WITH TRUCK MOUNTED ATTENUATOR WORK DURATION DEFINITIONS A FREEWAY, OR EXPRESSWAY. LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MOTE OF ACCESS. STATE OF NEN YORK THAN 3 CONSECUTIVE DAYS. --- CODE INTENEDIATE-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION A DEPARTMENT OF TRANSPORTATION I MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR ON AN ORANGE BACKGROUND B NIGHTTIME WORK LASTING MORE THAN 1 HOUR. REVISION ON A WHITE BACKGROUND U.S. CUSTOMARY STANDARD SHEET SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION REVISED PER DOT SUBMITTAL FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. D SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. WORK ZONE TRAFFIC CONTROL MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. LEGENDS AND NOTES RED LEGEND AND BORDER APPROVED SEPTEMBER 18, 2008 ISSUED LNDER EB 08-036 ON A WHITE BACKGROUND /S/ DAVID J. CLEMENTS, P.E. BLACK LEGEND AND BORDER 'EFFECTIVE DATE: 01 /08/09 DIRECTOR' OFFICE OF 619-11 GREEN BACKGROUND TRAFFIC SAFETY AND MOBILITY WHITE LEGEND AND BORDER WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR CONVENTIONAL EXPRESSWAY FREEIA DESIGNATION CODE ROAD <9> N21-1 A 36'X36• 48148' 48X48' aor MDvm W21-4 A 36'X18• 489(24• 48'X!4' VEHICLE 4`\�✓ W21-5 A 369(36• 48148" 489X48' @> RouiTDER SND E1 W2t-5(]L A 36906' 489(48' 489X48" aosm aosED W21 -W LEn sxaAnEx nosm ANEW LLTTLEFT sxouxasMUDEx CLOSED CLOSED n x WE N21-% SHOULDER 121-SbR 690 A 36' 48148' 48148" CLOSED AEW M OMIxDER snxDn CLOSED a m IR ELLE AHEADMow NG W21-0 A 369136` 48148" 48748' nAs ZONE °1EA0 W22-1 A 36906' 489(48' 489(48' MusTLAc ALA3IRL zaK mK HAY 211110 W22-2 A 421X56' 42906' 42906' AIEI OLE FIaK EDD FUSS N22-3 A 129LT6' 42906' 42906' 0 ►A TILL 1123-2 A 36906' 489(48" 489(48' MEAN OOW24 -IL A 369LT6' 189948' 489(48' W21 -1R 11 R4IOL A 369(36" 48148' 489(48• 111 rrr W24-ibR A 36'X36' 48148° 48°)(48" Y ROADWAY DEFINITIONS: CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN NOTES - 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M U.T.C.D. 3. WHEN USED IN CONJUNCTION WITH A BICYCLE SIGN (Wll-I) OR PEDESTRIAN CROSSING 011-21 COLOR CODE SHALL MATCH. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION US. CUSTOMARY STANDARD SHEET SIGN TABLE (SHEET 2 OF 2) APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 /S/ TODD WESTHUIS. P.E. EFFECTIVE DATE: 05/03/2012 D�FIOR. OFFICE ETY OF MOBILITY 619-12 _ a , 1 r MAA4n ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com J El *11 0 W Z U- 0 Lu Q U) Lu J _J 0 'Q 0 0 Z 0 l A FREEWAY, OR EXPRESSWAY. EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL OF ACCESS. FREEWAY - A DIVIDED HIGHWAY WITH FILL CONTROL OF ACCESS. NA COLOR CODE LEGEND CODE DESCRIPTION A BLACK LEGEND AND BORDER 09/20/21 ON AN ORANGE BACKGROUND B BLACK LEGEND AND BORDER REVISION ON A WHITE BACKGROUND C WHITE LEGEND AND BORDER REVISED PER DOT SUBMITTAL ON A GREEN BACKGROUND D WHITE LEGEND AND BORDER ON A RED BACKGROUND E RED LEGEND AND BORDER ON A WHITE BACKGROUND BLACK LEGEND AND BORDER F ON A FLOURESCENT YELLOW GREEN BACKGROUND G WHITE LEGEND AND BORDER ON A BLUE AND RED BACKGROUND NOTES - 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M U.T.C.D. 3. WHEN USED IN CONJUNCTION WITH A BICYCLE SIGN (Wll-I) OR PEDESTRIAN CROSSING 011-21 COLOR CODE SHALL MATCH. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION US. CUSTOMARY STANDARD SHEET SIGN TABLE (SHEET 2 OF 2) APPROVED APRIL 1, 2012 ISSUED UNDER EB 12-010 /S/ TODD WESTHUIS. P.E. EFFECTIVE DATE: 05/03/2012 D�FIOR. OFFICE ETY OF MOBILITY 619-12 _ a , 1 r MAA4n ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com J El *11 0 W Z U- 0 Lu Q U) Lu J _J 0 'Q 0 0 Z 0 l JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL IT 6 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WINTER OR LAND MTYOR, TO ALTER IN ANY WAY, AN RDA BEARNG THE SEAL OF A PRCFESSIONIL ENGINEER OR LAND SURVEYOR. F AN DEAN REARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SUR(EYOR ISALTERED, THE ALTERING ENCINEER OR [AND SURVEYOR SHALL AFFIX TO THE DDA THEIR SEAL AND THE NOTATION ALTERED Or FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATIO14 AND A SPECIFIC D6OtP110N OFTHE ALTERATION. COPYRIGHT02021 MARATHON ENG. 1%. ADAM M. FISHEL DRAWING TITLE: Driveway Details (1 of 2) 13 of 14 SHEET No: 1308-21 JOB No: I C-8.1 DRAWING No:,/ SHOULDER TRAVEL LANE TRAVEL LANEc4> (SEE NOMI TM 1)1 1 /f—aEE NOTE 7) DEVICES W20 -1a 120-4 ■ ■ SHOULDER ■ ■ ■ tSEE NOTE 6) END ROAD WORK ■ r • L F BARRIERPLACEMENT I AHEAD Wm WF VEHICLE DISTANCE _ sPEmus Tmaus (SEE TABLE NY2-A) 300' - 500' POSTED _ _ B _ _ A $HOLDER BARRIER VEHICLE SETUP _ _SEE NOTE 8L 100 SPEED LIMIT < 45 REE TABLE N%H-31 tSEE TABLE NYGH-3) - JT -APER LL13T' )SEE NOTE 33 - DOWNSTREAM - 1000' POSTED SPEED (SEE TABLE Qg TAPER LIMIT , 45 -GH-4 FOR L) BUFFER SPACE REE TABLE 6C-2 AO NOTE 2) " .t mmum ROAD SHOULDER ROAD WORK HEAD WORK ,KKM Xx NYR9-11 G20-1 Qg REE NOTE 4) W20-1 W21-5 XX MLE NEXT S W7 -3a (SEE NOTES 3 AND 6) NOTES: 1. WHEN THE MINIMUM LANE WIDTH OF 10' CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION. 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. 3. WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2 MILES TO 5 MILES, A SUPPLEMENTAL DISTANCE PLAQUE (W7 -3a) SHOULD BE USED WITH THE SHOULDER WORK SIGN (W21 -5L 4. THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN 020-11 IF WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES. S. FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND HY2-A ON THE STANDARD SHEET TITLED "WOR( ZONE TRAFFIC CONTROL LEGENDS AND NOTES". 6. IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL TO PLACE STATIONARY SIGNS. THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORT( SHALL NOT EXCEED 5 MILES. T. CHANINELIZDNG DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 8. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500. SHOULDER CLOSURE SHORT OR INTERMEDIATE TERM STATIONARY 2 -LANE 2 -WAY ROADWAY NOT TO SCALE) SOD, MAXIMUM END ROAD WORT( G20-2 NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS ANA/OR LETTER CODES USED IN THIS DRAWING. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET SHOULDER CLOSURE 2 -LANE 2 -WAY ROADWAY APPROVED SEPTEMBER 15. 2009 1 ISSUED UNDER EB 09-025 /S/ DAVID J. CLEMENTS. P.E. (EFFECTIVE GATE: 01/07/10 DIRECTOR, OFFICE OF 619-20 TRAFFIC SAFETY AND MOBILITY NOTES: 1. WHEN PAVED SHOULDERS HAVING A WIDTH OF 8' OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK AREA AND DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVEL WAY. 2. WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A WORK ZONE TRAFFIC CONTROL AREA, ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED. ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK SPACE. 3. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY THE 4. CHANNELIZDD DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 5. TRANSVERSE DEVICES SHALL BE REQUIRED US PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. 6. THE END ROAD WORK SIGN 4;20-2) SHALL BE PLACED A MAXIMUM OF 500' PAST THE EIA OF THE WORK SPACE. 7. WHERE DIRECTED BY THE ENGDEER, A BUFFER SPACE SHALL BE PROVIDED IN ORDER TO LOCATE THE ONE -LANE. TWO-WAY TRAFFIC TAPER PRIOR TO ANY HORIZONTAL OR VERTICAL CURVE. IN ORDER TO PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGERS AND/OR A QUEUE OF STOPPED VEHICLES • FLAGGING OPERATION SHORT OR INTERMEDIATE TERM STATIONARY LANE CLOSURE ON 2 -LANE 2 -WAY ROADWAY (NOT TO SCALE) 8. THE FLAG TREE SHALL BE LOCATED ON THE SHOULDER, AT APPROXIMATELY %2 THE DISTANCE BETWEEN THE FLAGGER SIGN (W20-70) AND THE FLAGGER. 9. FLAGGER SIGN (W0 -7a) AND ONE LANE ROAD AHEAD SIGN (1120-4) SHALL BE REMOVED, COCOVEREDNG.R TUBED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT CURRI 10. FLAGGER AND FLAG TREE SHALL BE ILLUMINATED 70 LEVEL A ILLUMINATION DURING NIGHT TIME OPERATIONS. 11. ALL FLAGGERS SHALL USE 24. OIDL) OCTAGON SHAPED STOP/SLOW PADDLES HAVING 6' STAFF. 12. CENTERLINE CNANNELIZING DEVICES ARE OPTIONAL AND MAY BE ELIMINATED WHERE SPACE CONSTRAINTS EXIST. 1180 NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS ANA/OR LETTER CODES USED IN THIS DRAWING. - ISTATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET FLAGGING OPERATION 2 -LANE 2 -WAY ROADWAY APPROVED SEPTEMBER 15. 2009 ISSUED UNDER EB 09-025 /S/ DAVIT J. CLEMENTS, P.E. DIRECTOR. OFFICE OF 619-60 EFFECTIVE DATE: 01/07/10 TRAFFIC SAFETY AND MOBILITY R04DWAY RE5TOR417OIV APPROXIMATE LIMITS CONTRACTOR IS RESPONSIBLE FOR ALL PAVEMENT, CURB/NG, ETC. ROOMED AS A RESULT OF U77L1TY WORK W/TH/N RT. 13 RIGHT OF WAY LIMIT OF EXCAVA770N APPROXIMATE LIMITS SHOWN. CONTRACTOR TO CONFIRM LIMITS AND DEPTH OF EXCAVA77ON PRIOR TO THE START OF WORK. REFER TO SHEET C8.0 FOR SHEE77NG 1175 AND SHORING REOUiREMSA S EX/STING GRADE VAL - RE.• DETAIL I ► �`�I I PROPOSED GRADE - I I El9ST/NG GAS AWA( I TO BE PROTECTED I 1 I I DURING £XC4VA770N I I I I I I 1170 I WA TER SE nfcE N:'IDNNEL^770N I VIA 6" TAPPING SLEEVE & I I VAL VE (TSV) I 6" HDPE N:1DA/B/MED I I I WATER SER WE I I . RE UTILITY PLAN I I b I FOR COA177NUA77ON I I I 2" E071NG WATER 1165 CON7RACTOR TO CUT AND CAP EXISTING SERVICE (BOTH ENDS), REMOVE EXISTING SERVICE TAP AND PLUG EXISTING W117FR _ ....._ .. AWN. REMAIN/NG 2" LINE RUNNING UNDER RT. 13 SHALL SE ABANDONED IN PLACE Ek%WNG 18" H;P SAN/TARY TO HE PROTECTED DURING . �l EXCAVA1ON U 1160 STA 0+00 STA 0+50 STA 1+00 WATER SERVICE PROFILE SCALE: 1"=20' HORIZONTAL 1"=2' VERTICAL 1180 1175 1170 1165 1160 OV MAMA T 01V ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com C . � O Lu Cc Lu uz O o p W Cc U) IIIIIIIIIIIs v, CO CC* W UJ Z caO 00 LU M LV �O t- U ui 0 m 0 Lu LLJ \/♦ Lu 0 La Z 0 I¢- _ O LLO Z 0 \ J JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL D 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTIM 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURN EYOR, TO ALTER IN ANY WAY, AN MM BEARING THE SEAL OF A PROFESSICINAL ENGINEER OR LAND SURIMOR. IF AN I" BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR IANDSURA4YOR 6ALTERED, THE ALTERING ENGMER OR UND SURVEYOR SHALL AFFIX TO THE TITT.i THEIR SEAL AND THE NOEATpN ALTERED Br FOLLOWED BY TEP SIGNATURE AND THE DATE OF SUCH ALTERAW4 AND A SPECIFIC DESORPTION OF THE ALTERATION. COPYRIGHT©�202�1 yM�.,��ARATHON ENG. 1 1` N ADAM M. FISHEL J l DRAWING TITLE: IN Driveway Details (2 of 2) 14 of 14 SHEET No: 1308-21 s, JOB No: C-8.2 DRAWING No: W20 -1a 120-4 120-1 NYR9-11 tSEE NOTE 6) END ROAD WORK ONE LANE ROAD E" ROAD UMME WORK a1PO0m AHEAD AHEAD Wm WF sPEmus Tmaus _L/3 TSAHOOULDER SEE TABLE 6H-t(SEEOTE 9) AND NOTE 11 300 - 500 POSTED SPEED LIMIT < 45 FLA¢GERLOCATION ` Ft 200' - 300' - REE TABLE NY6H-3) -I(SEE TABLE NYSSH-3) ISEE TABLE NYGH- POSTED SPEEI ISEE NOTE In .' .t LIMIT s 45 MPH i -1 SHOULDER 1 ■ t ■� SHOULDER TRAVEL LANE CHANNELIZING DEVICES F ND 121 ,Y (SEE NOTE 4) 2� MINIMUM TRAVEL LANE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- -- - ---- *r ■� �I -- ------------- --------------------------------- TRAVEL LANE �� ■ I I ■ ��� �� TRAVEL LANE �j% ■ ■ SHOULDER _ ■ I ■ I SHOULDER L 11- W LL r F F �. 300' - 500' POSTED SPEED REE NOTE 8) -� A LDUT < 45 MPH_ lL REE TABLE NYSH-3) 100' _ _ SEE NOTE T„ REE NOTE 5) REE NOTE 71 _ BOO' - 1000' POSTED ” REE TABLE NY6H-3)(SEE TABLE NYGH-3S ONE LANE - ONE LANE SPEED LIMIT : 45TWO-RAY T10 -WAY MPH L/3 SHOULDER TAPER TRAFFIC TAPER TRAFFIC TAPER tSEE TABLE GH -4 AND (TYPJ RYPJ NOTE 1) groom LImm ONE LANE WORK 'm z0K ROAD SPEMNC AHEAD AHEAD TKIETS ROAD NYR9-11 R� W20-1 W20-4 REE NOTE 91 W20 -7a NOTES: 1. WHEN PAVED SHOULDERS HAVING A WIDTH OF 8' OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK AREA AND DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVEL WAY. 2. WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A WORK ZONE TRAFFIC CONTROL AREA, ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED. ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK SPACE. 3. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY THE 4. CHANNELIZDD DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 5. TRANSVERSE DEVICES SHALL BE REQUIRED US PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. 6. THE END ROAD WORK SIGN 4;20-2) SHALL BE PLACED A MAXIMUM OF 500' PAST THE EIA OF THE WORK SPACE. 7. WHERE DIRECTED BY THE ENGDEER, A BUFFER SPACE SHALL BE PROVIDED IN ORDER TO LOCATE THE ONE -LANE. TWO-WAY TRAFFIC TAPER PRIOR TO ANY HORIZONTAL OR VERTICAL CURVE. IN ORDER TO PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGERS AND/OR A QUEUE OF STOPPED VEHICLES • FLAGGING OPERATION SHORT OR INTERMEDIATE TERM STATIONARY LANE CLOSURE ON 2 -LANE 2 -WAY ROADWAY (NOT TO SCALE) 8. THE FLAG TREE SHALL BE LOCATED ON THE SHOULDER, AT APPROXIMATELY %2 THE DISTANCE BETWEEN THE FLAGGER SIGN (W20-70) AND THE FLAGGER. 9. FLAGGER SIGN (W0 -7a) AND ONE LANE ROAD AHEAD SIGN (1120-4) SHALL BE REMOVED, COCOVEREDNG.R TUBED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT CURRI 10. FLAGGER AND FLAG TREE SHALL BE ILLUMINATED 70 LEVEL A ILLUMINATION DURING NIGHT TIME OPERATIONS. 11. ALL FLAGGERS SHALL USE 24. OIDL) OCTAGON SHAPED STOP/SLOW PADDLES HAVING 6' STAFF. 12. CENTERLINE CNANNELIZING DEVICES ARE OPTIONAL AND MAY BE ELIMINATED WHERE SPACE CONSTRAINTS EXIST. 1180 NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS ANA/OR LETTER CODES USED IN THIS DRAWING. - ISTATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET FLAGGING OPERATION 2 -LANE 2 -WAY ROADWAY APPROVED SEPTEMBER 15. 2009 ISSUED UNDER EB 09-025 /S/ DAVIT J. CLEMENTS, P.E. DIRECTOR. OFFICE OF 619-60 EFFECTIVE DATE: 01/07/10 TRAFFIC SAFETY AND MOBILITY R04DWAY RE5TOR417OIV APPROXIMATE LIMITS CONTRACTOR IS RESPONSIBLE FOR ALL PAVEMENT, CURB/NG, ETC. ROOMED AS A RESULT OF U77L1TY WORK W/TH/N RT. 13 RIGHT OF WAY LIMIT OF EXCAVA770N APPROXIMATE LIMITS SHOWN. CONTRACTOR TO CONFIRM LIMITS AND DEPTH OF EXCAVA77ON PRIOR TO THE START OF WORK. REFER TO SHEET C8.0 FOR SHEE77NG 1175 AND SHORING REOUiREMSA S EX/STING GRADE VAL - RE.• DETAIL I ► �`�I I PROPOSED GRADE - I I El9ST/NG GAS AWA( I TO BE PROTECTED I 1 I I DURING £XC4VA770N I I I I I I 1170 I WA TER SE nfcE N:'IDNNEL^770N I VIA 6" TAPPING SLEEVE & I I VAL VE (TSV) I 6" HDPE N:1DA/B/MED I I I WATER SER WE I I . RE UTILITY PLAN I I b I FOR COA177NUA77ON I I I 2" E071NG WATER 1165 CON7RACTOR TO CUT AND CAP EXISTING SERVICE (BOTH ENDS), REMOVE EXISTING SERVICE TAP AND PLUG EXISTING W117FR _ ....._ .. AWN. REMAIN/NG 2" LINE RUNNING UNDER RT. 13 SHALL SE ABANDONED IN PLACE Ek%WNG 18" H;P SAN/TARY TO HE PROTECTED DURING . �l EXCAVA1ON U 1160 STA 0+00 STA 0+50 STA 1+00 WATER SERVICE PROFILE SCALE: 1"=20' HORIZONTAL 1"=2' VERTICAL 1180 1175 1170 1165 1160 OV MAMA T 01V ENGINEERING ROCHESTER LOCATION 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 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com C . � O Lu Cc Lu uz O o p W Cc U) IIIIIIIIIIIs v, CO CC* W UJ Z caO 00 LU M LV �O t- U ui 0 m 0 Lu LLJ \/♦ Lu 0 La Z 0 I¢- _ O LLO Z 0 \ J JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL D 5 A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTIM 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURN EYOR, TO ALTER IN ANY WAY, AN MM BEARING THE SEAL OF A PROFESSICINAL ENGINEER OR LAND SURIMOR. IF AN I" BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR IANDSURA4YOR 6ALTERED, THE ALTERING ENGMER OR UND SURVEYOR SHALL AFFIX TO THE TITT.i THEIR SEAL AND THE NOEATpN ALTERED Br FOLLOWED BY TEP SIGNATURE AND THE DATE OF SUCH ALTERAW4 AND A SPECIFIC DESORPTION OF THE ALTERATION. COPYRIGHT©�202�1 yM�.,��ARATHON ENG. 1 1` N ADAM M. FISHEL J l DRAWING TITLE: IN Driveway Details (2 of 2) 14 of 14 SHEET No: 1308-21 s, JOB No: C-8.2 DRAWING No: Going up! Cayuga Medical facility L-1612 2- ///' _ x�"h fin, �• * F Mgr ._ter.. v... .... ♦ Todd R. McAdam/managing edito Construction by Marchuska Brothers Construction of Vestal reached the point Thursday of hang ing steel for a Cayuga Medical facility on Tompkins Street in Cortlandville.The health organizatior plans a facility to provide primary and specialty care at the site of the former Wilcox Tire store