DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD (NY TOWN OF DRYDEN - TOMPKINS OUNTY - NEW YORK PROJET ONTTS: PPLINT: HRLIE O'ONNOR LIVING RENTLS 200 E. UFFLO STREET ITH, NY 14850 (607) 301-0054 SURVEYOR: DRREN ROK, L.S. TG MILLER, P 203 N. UROR STREET ITH, NY 14850 (607) 272-6477 REST HOME DR. FLL REEK LOTION LEGEND: EISTING PROPOSED DESRIPTION SNITRY SEWER: RIK YOUNG TOWN OF DRYDEN DEPRTMENT OF PULI WORKS 61 EST MIN STREET DRYDEN, NY 13053 (607) 844-5188 ELETRI: NEW YORK STTE ELETRI & GS 18 LINK DRIVE INGHMTON, NY 13904 (607) 343-5283 IVIL ENGINEER: DM M. FISHEL, PE, PES MRTHON ENGINEERING 840 HNSHW ROD, SUITE 12 ITH, NY 14850 (607) 241-2917 WTER: OLTON POINT WTER SYSTEM STEVE RIDDLE 1402 EST SHORE DRIVE ITH, NY 14850 (607) 277-0660 RORETUM RD. (OUNTY ROUTE 173) GME FRM ROD DRYDEN ROD GRDUTE DR. L I S T O F D R W I N G S DWG TITLE ---- OVER SHEET ---- LT/SMSURVEY 1.0 DEMOLITIONPLN 2.0 PLN 3.0 GRDINGNDEROSIONONTROLPLN(1OF2) 3.1 GRDINGNDEROSIONONTROLPLN(2OF2) 4.0 UTILITYPLN 5.0 LIGHTINGNDLNDSPINGPLN 6.0 TRUKTURNPLN GS: NEW YORK STTE ELETRI & GS 18 LINK DRIVE INGHMTON, NY 13904 (607) 343-5283 LOTION REVITIONS 7.0 DETILSHEET(1OF5) 7.1 DETILSHEET(2OF5) 7.2 DETILSHEET(3OF5) 7.3 DETILSHEET(4OF5) 7.4 DETILSHEET(5OF5) OPYRIGHT 2017 MRTHON ENGINEERING OF ROHESTER, P.. MRTHON 39 SDE DRIVE ROHESTER, NY 14614 OWNER/ PPLINT: LIVING RENTLS 200 E. UFFLO STREET ITH, NY 14850
F HZRDOUS UILDING MTERILS SURVEY 1. TO DTE OF THIS PLN, HZRDOUS UILDING MTERILS SURVEY HS NOT EEN PERMED. PRIOR TO STRUTURE DEMOLITION THE ONTRTOR SHLL PERM SUH SURVEY TO THE STISFTION OF THE NYS DEPRTMENT OF LOR ND THE TOWN OF DRYDEN UILDING DEPRTMENT TO DETERMINE THE PRESENE OR SENE OF EISTING UILDING MTERILS WHIH MY REQUIRE SPEIL HNDLING, REMOVL, ONTINMENT, REMEDITION, DISPOSL, ET. 2. IF SUH MTERILS RE IDENTIFIED, THE ONTRTOR SHLL E RESPONSILE ONTRTING WITH PPROPRITE ONTRTORS SPEIFILLY LIENSED ND ERTIFIED TO PERM SUH WORK. 3. UPON OMPLETION OF STRUTURE DEMOLITION, THE ONTRTOR SHLL E RESPONSILE ERTIFYING TO THE OWNER ND THEIR REPRESENTTIVES THT LL IDENTIFIED HZRDOUS UILDING MTERILS HVE EEN PPROPRITELY IDENTIFIED, ONTINED ND DISPOSED OF IN ORDNE WITH LL PPLILE LWS ND REGULTIONS, INLUDING THE NYS DEPRTMENT OF LOR ND THE TOWN OF DRYDEN. DEMOLITION NOTES 1. THE ONTRTOR IS RESPONSILE THE DEMOLITION, REMOVL, ND DISPOSL (IN LOTION PPROVED Y LL GOVERNING UTHORITIES) OF LL STRUTURES, PDS, WLLS, FLUMES, FOUNDTIONS, PRKING, DRIVES PIPES, STRUTURES, UTILITIES, ET. SUH THT THE IMPROVEMENTS SHOWN ON THE REMINING PLNS N E ONSTRUTED. LL FILITIES TO E REMOVED SHLL E UNDERUT TO SUITLE MTERIL ND ROUGHT TO GRDE WITH SUITLE OMPTED FILL PER THE FOLLOWING REOMMENDTIONS:. RES WITHIN NEW UILDING FOOTPRINT (INLUDING SIDEWLKS): IMPORTED STRUTURL FILL (NYSDOT 304.14) SHLL E USED TO KFILL THESE RES PLED IN LOOSE LIFTS NOT EEEDING 12" ND OMPTED TO THE MIMUM DRY DENSITIES NOTED IN THE ERTHWORK NOTES. RES OUTSIDE NEW UILDING FOOTPRINT: THESE RES MY E KFILLED WITH SUITLE ON- MTERIL PLED IN LOOSE LIFTS NOT EEEDING 12" ND OMPTED TO THE MIMUM DRY DENSITIES NOTED IN THE ERTHWORK NOTES. IN LIEU OF USING SUITLE ON MTERIL IN RES OUTSIDE THE UILDING FOOTPRINT S FILL, NYSDOT ITEM 203.07 (SELET GRNULR) FILL MY E USED. THE USE OF LTERNTE KFILL/FILL MTERILS SHLL E EVLUTED ON SE-Y-SE SIS Y THE PROJET'S GEOTEHNIL ENGINEER PRIOR TO USE. 2. THE ONTRTOR IS RESPONSILE REMOVING LL DERIS FROM THE ND DISPOSING OF IT IN LEGL MNNER. THE ONTRTOR IS RESPONSILE OTINING LL PERMITS REQUIRED DEMOLITION ND DISPOSL. 3. THE ONTRTOR SHLL MINTIN LL UTILITY SERVIES TO NY EISTING UILDING/FILITY TO REMIN T LL TIMES. 4. THE ONTRTOR SHLL OORDINTE WITH THE RESPETIVE UTILITY OMPNIES PRIOR TO THE REMOVL ND RELOTION OF NY UTILITIES. THE ONTRTOR SHLL OORDINTE WITH THE UTILITY OMPNY ONERNING PORTIONS OF WORK WHIH MY E PERMED Y THE UTILITY OMPNY ND NY FEES WHIH RE TO E PID TO THE UTILITY OMPNY SUH SERVIES. THE ONTRTOR IS RESPONSILE PYING LL FEES ND HRGES. 5. THIS PLN DOES NOT SHOW LL ITEMS TO E DEMOLISHED, NDONED ND/OR REMOVED. EISTING STRUTURES WITHIN THE ONSTRUTION LIMITS RE TO E NDONED, REMOVED, OR RELOTED S NEESSRY, UNLESS SPEIFIED OTHERWISE. LL OSTS SHLL E INLUDED IN SE ID. 6. THE ONTRTOR EPTS LL RESPONSIILITY OF SLVGED MTERILS. 7. THE ONTRTOR SHLL E RESPONSILE THE DISONNETION OF UTILITY SERVIES TO THE EISTING UILDING PRIOR TO DEMOLITION. 8. LL UTILITIES WITHIN PROPOSED UILDING FOOTPRINTS (INLUDING 5 FEET EYOND THE PERIMETER) SHLL E REMOVED ND THE EVTION RE SHLL E KFILLED ND OMPTED PER THE ONSTRUTION DOUMENTS. 9. THE ONTRTOR SHLL FILL LL NDONED UTILITY PIPES ND STRUTURES WITH ONTROL DENSITY FILL. LL NDONED PIPES ND STRUTURES WITHIN 2' OF PROPOSED FINISHED GRDE SHLL E REMOVED UNLESS SPEIFIED OTHERWISE. T MNHOLES ND STRUTURES TO REMIN, NDONED PIPES SHLL E UT ND PLUGGED ND THE REMINING OPENING IN THE MNHOLE/STRUTURE SHLL E FILLED SO TO MTH THE REMINING STRUTURE/MNHOLE. THE ONTRTOR HS THE OPTION TO REMOVE THOSE UTILITIES TO E NDONED T NO DDITIONL OST TO THE OWNER. REST HOME DR. RORETUM RD. (OUNTY ROUTE 173) GME FRM ROD LOTION FLL REEK LOTION DRYDEN ROD DEMOLITION KEYNOTES D E F G GRDUTE DR. UILDING & SSOITED PTIO, DEK, STEPS, STOOPS, WLKS, URS, RETINING WLLS, ET. TO E REMOVED MILO TO E REMOVED. GRVEL DRIVEWY TO E REMOVED MISELLNEOUS ITEM TO E REMOVED UTILITIES TO E REMOVED. OORDINTE SERVIE DISONNETION/REMOVL ND SSOITED METER REMOVL WITH RESPETIVE UTILITY OMPNY. EISTING OVERHED UTILITY ND SSOITED POLES, GUY NHORS, ET. TO E RELOTED. ONTRTOR TO OORDINTE WORK SOPE ND SHEDULE WITH UTILITY OMPNY(IES) EISTING WTER SERVIE TO E DEOMMISSIONED T THE SERVIE TP. EISTING ORPORTION TP TO E REMOVED ND PLUGGED. ONTRTOR TO OORDINTE WORK SOPE ND SHEDULE WITH UTILITY OMPNY. PORTION OF WTER SERVIE REMINING UNDER ELMIR ROD IS TO E NDONED. MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK 10. REMOVL OR NDONMENT OF UTILITIES, DRIVEWYS, STRUTURES, ET. SHLL ONLY E PERMED FTER RITIL NEW OR TEMPORRY INFRSTRUTURE IS IN PLE ND OPERTIONL (I.E. UTILITIES, DRINGE, PVING, ESSILE PRKING, ET.). THE ONTRTOR IS RESPONSILE PROVIDING PROPER ND SFE SEQUENING. 11. THE ONTRTOR IS RESPONSILE LL RELOTIONS, INLUDING UT NOT LIMITED TO LL UTILITIES, STORM DRINGE, SIGNS, ET. S REQUIRED. LL WORK SHLL E IN ORDNE WITH THE GOVERNING UTHORITY'S SPEIFITIONS ND SHLL E PPROVED Y THE UTHORITY PRIOR TO THE STRT OF WORK. OSTS SUH RELOTIONS SHLL E INLUDED IN THE SE ID. 12. THE ONTRTOR SHLL VERIFY OVERHED UTILITY ELEVTIONS TO VOID ONFLITS. 13. ONTRTOR IS RESPONSILE OORDINTING WITH THE ELETRIL, TELEPHONE, LE, WTER, FIER OPTI, ND/OR GS LINES NEEDING RELOTION OR REMOVL. DEQUTE TIME SHLL E PROVIDED RELOTION ND LOSE OORDINTION WITH THE UTILITY OMPNY IS NEESSRY IN N EFT TO PROVIDE SMOOTH TRNSITION IN UTILITY SERVIE. H I EISTING GS SERVIE TO E UT, PPED ND NDONED T THE GS MIN. ONTRTOR TO OORDINTE WORK SOPE ND SHEDULE WITH UTILITY OMPNY. SETION UNDER DRYDEN ROD TO E NDONED. ONTRTOR TO LOTE ND REMOVE EISTING SNITRY LTERL ENTERING THE EISTING MNHOLE ND REPIR/PLUG STRUTURE ENTRNE PER TOWN OF DRYDEN REQUIREMENTS. EISTING LTERL INVERT UNKNOWN. THE EISTING ENH SHLL E REMOVED IN ITS ENTIRETY ND NEW ENH INSTLLED. JO NO: SLE: DRWN: DESIGNED: 1"=30' MF MF DTE: 06/05/17 DTE Y REVISION 14. THE ONTRTOR IS RESPONSILE LL TEMPORRY SERVIES INLUDING UT NOT LIMITED TO: GS, ELETRI, TELEPHONE, STORM DRINGE, SNITRY SEWGE, OMMUNITIONS, HET, ET. THROUGHOUT LL PHSES OF ONSTRUTION. OSTS SUH TEMPORRY SERVIES SHLL E INLUDED IN THE SE ID. I H 15. THE ONTRTOR MUST PROTET THE PULI T LL TIMES WITH FENING, RRIDES, ENLOSURES, ET. S REQUIRED Y THE OWNER, TOWN OF DRYDEN ND/OR THE ENGINEER. 16. THE ONTRTOR SHLL MINTIN ESS TO THE SURROUNDING PROPERTIES T LL TIMES DURING DEMOLITION OF EISTING FILITIES ND ONSTRUTION OF NEW /UILDING IMPROVEMENTS. 17. NO WORK SHLL OMMENE UNTIL LL INITIL EROSION ND SEDIMENTTION ONTROL PRTIES RE IN PLE. H 18. ONTRTOR IS RESPONSILE LL REPIRS ND/OR REPLEMENT OF FILITIES/STRUTURES, ET. WHIH MY E DMGED DUE TO DEMOLITION OR ONSTRUTION TIVITIES. 19. EISTING PVEMENT ND ONRETE SHLL E SW-UT T THE LIMITS OF WORK PRIOR TO REMOVL. 20. THE ONTRTOR SHLL LIMIT SW-UT TIVITIES TO ONLY THOSE RES WHERE IT IS REQUIRED OR S SHOWN ON THE PLNS. IF SURROUNDING PVEMENT/ONRETE IS DMGED, THE ONTRTOR SHLL E RESPONSILE ITS REMOVL ND/OR REPIR. OPYRIGHT 2017 MRTHON ENG. 21. DMGE TO LL EISTING ONDITIONS TO REMIN WILL E REPLED T THE ONTRTOR'S EPENSE. 22. LL SIGNS, STRIPING ND OTHER FETURES THT WERE IMPTED OR DISTURED SHLL E RESTORED. 23. THE ONTRTOR SHLL REFER TO THE LNDSPING PLN INMTION PERTINING TO THE EISTING TREES TO REMIN DURING ONSTRUTION. 24. TREES TO REMIN SHLL E PROTETED PER DETIL. THE ONTRTOR SHLL E RESPONSILE LL OSTS SSOITED WITH TREE PROTETION. IF TREES INDITED TO REMIN RE DMGED OR REMOVED, THE ONTRTOR SHLL E RESPONSILE LL OSTS SSOITED WITH REPLEMENT OF THE TREE(S) T THE OWNER'S ND/OR TOWN OF DRYDEN'S DISRETION. 25. NO WORK OR EQUIPMENT IS LLOWED ON THE DJENT PROPERTIES WITHOUT WRITTEN ONSENT OF PROPERTY OWNER(S), EEPT S SHOWN. 26. THE ONTRTOR SHLL PROTET LL PROJET ENHMRKS, PROPERTY ORNERS, ND SURVEY MONUMENTS/MRKERS THROUGHOUT ONSTRUTION. 27. THE ONTRTOR SHLL REMOVE ND RETURN LL WTER METERS TO THE TOWN OF DRYDEN WTER UTHORITY. 28. THE PRESENE OR SENE OF EISTING ON SEPTI SYSTEMS IS UNKNOWN. IF ENOUNTERED, THE ONTRTOR SHLL DISPOSE OF SYSTEM OMPONENTS ND NY REMINING SNITRY SEWGE IN LEGL MNNER. 29. THE PRESENE OR SENE OF EISTING WELLS IS UNKNOWN. IF ENOUNTERED, LL EISTING WELLS LOTED WITHIN THE DEVELOPMENT RE SHLL E REMOVED ND NDONED IN ORDNE WITH NYSDOH REQUIREMENTS. WHIH INLUDES: OMPLETE WELL SING REMOVL ND KFILLING WELL HOLE WITH NET EMENT GROUT. DEPTH, TYPE, ET. OF EISTING WELLS UNKNOWN. ONTRTOR TO ONFIRM ONDITION OF WELLS TO E NDONED ND NDONMENT PROEDURES PRIOR TO THE STRT OF WORK. DM M. FISHEL DRWING TITLE: Demolition Plan 2 of 13 1.0 JO No: DRWING No:
UILDING E UILDING F M F E N D UILDING D I I F P P M M UILDING L UILDING KEYNOTES D E F G H I J K L M N O P Q RISED SIDEWLK WITH INTEGRL URING, WIDTH SHOWN ON PLN, RE: DETIL 18" ONRETE URING, RE: DETIL UR TRNSITION, RE: DETIL SPHLT PVEMENT, RE: DETIL DUMPSTER ENLOSURE, RE: DETIL ESSILE RMP, RE: DETIL ONRETE SIDEWLK, WIDTH SHOWN ON THE PLNS, RE: DETIL RESERVED LIGHT FITURE WITH SSOITED SE ND POLE, RE: DETIL GZEO WITH ONRETE PD. TD Y OWNER. FREE STNDING SIGN, Y OTHERS ELETRI TRNSMER, RE: UTILITY PLN IKE RK W/ 6'x12' ONRETE PD, RE: DETIL STRIPED RE. EDGE LINES TO E SWSL/4" ND STRIPES RE TO E SWSL/4" 2'-O" O.. @ 45 TO THE EDGE LINES. SEE PLN DIMENSIONS SPHLT DIKE, RE: DETIL SPHLT DIKE TPER, RE: DETIL EDGE OF PVEMENT PROJET STTISTIS 1. GENERL: 1.1 PROPERTY OWNER - N/F WYNE WOODWRD REST HOME DR. RORETUM RD. 1.2 PROPERTY DDRESS - 802, 804, 810 & 812 DRYDEN ROD TOWN OF DRYDEN, 14850 1.3 T OUNT - 56.-2-5 & 56.-2-6 2. ZONING REGULTIONS: (OUNTY ROUTE 173) GME FRM ROD LOTION 2.1 ZONING DISTRIT - VRN HMLET MIED USE DISTRIT (VHMUD) 2.2 ODE REQUIREMENTS - FLL REEK LOTION DRYDEN ROD REQUIRED PROPOSED VRINE REQ'D? PRKING SPE SIZE -- 9'x18' NO NUMER OF SPES STNDRD SPES -- 71 -- TOTL -- 71 NO SETKS (UILDING) FRONT 10' >10' NO SIDE 7.5' >7.5' NO RER 25' >25' NO NEW UILDING HEIGHT 40' >40' NO UILDING OVERGE 25% (M) 20% NO M SINGLE UILDING FOOTPRINT 5,000 SF >5,000 SF NO GRDUTE DR. MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK M O GREENSPE 40% MIN. >40% NO UILDING O P P Q INTERIOR LNDSPING 15% MIN. >15% NO 3. PREL STTISTIS: 3.1 PREL RE - ±1.72 & ±1.31 TO E OMINED INTO ONE PREL TOTLING ±3.0 RES* 3.2 EISTING ONDITIONS: RESIDENTIL USE 3.3 PROPOSED ONDITIONS: 6 NEW TOWN HOME UILDINGS, 2-STORIES, OMPRISED OF 2, 3 & 4 EDROOM UNITS. 42 DWELLING UNITS PROPOSED, WITH TOTL OUPNY OF 108 EDROOMS. LOT DENSITY SUMMRY: SE ZONING: GREEN DEVELOPMENT ONUS: REDEVELOPMENT ONUS: TOTL 10 DWELLING UNITS / RE = 30 UNITS 2 DWELLING UNITS / RE = 6 UNITS 2 DWELLING UNITS / RE = 6 UNITS 42 DWELLING UNITS JO NO: SLE: 1"=30' DRWN: MF DESIGNED: MF DTE: 06/12/17 DTE Y REVISION 3.4 FLOOD ZONE DESIGNTION: GENERL * LOT OMINTION PPROVL REQUIRED Y THE TOWN OF DRYDEN PLNNING ORD 1. PPLIILITY - THE NOTES ND INMTION PROVIDED ON THIS SHEET RE PPLILE TO LL "" SERIES DRWINGS. THE "" SERIES DRWINGS OVER RELTED IMPROVEMENTS OUTSIDE THE UILDING ENVELOPE. THE UILDING ENVELOPE INLUDES LL RE WITHIN 5' OUTSIDE OF THE UILDING'S ETERIOR WLL. 2. MPPING - THE EISTING UNDERGROUND UTILITIES WERE PLOTTED SED ON REORD MPPING SUPPLIED Y OTHERS. THE ENGINEER MKES NO WRRNTY S TO THE LOTION, SIZE, TYPE, ELEVTION, ND/OR NUMER OF EISTING UTILITIES. THE ONTRTOR SHLL E RESPONSILE DETERMINING THE HORIZONTL ND VERTIL LOTION OF UTILITIES IN THE VIINITY OF THE NEW INFRSTRUTURE. 3. STKEOUT - THE ONTRTOR SHLL NOTIFY DIG SFELY NEW YORK (1-800-962-7962) UTILITY STKEOUT 48 HOURS IN DVNE OF OMMENING WORK. STKEOUT OF PRIVTE UTILITIES SHLL E OORDINTED WITH THE OWNER. 4. PROPERTY PROTETION - THE ONTRTOR IS RESPONSILE DMGE TO EISTING PVEMENT, URS, WLKS, LWNS, TREES, ET. USED Y THEIR ONSTRUTION OPERTIONS. LL DMGE SHLL E REPIRED OR REPLED Y THE ONTRTOR TO THE OWNER'S STISFTION T NO DDITIONL EPENSE. 5. ESS - THE ONTRTOR SHLL PROVIDE STISFTORY VEHIULR ESS TO LL DJOINING PROPERTIES, PRIVTE RODWYS, PRKING FILITIES, ND PULI STREETS DURING ONSTRUTION. 6. SFETY - PRIOR TO ND THROUGHOUT ONSTRUTION, THE ONTRTOR SHLL POST SIGNGE IN ONMNE WITH THE REQUIREMENTS OF THE LOL MUNIIPLITY ND OUPTIONL HELTH ND SFETY T (OHS). JO SFETY ND MINTENNE ND PROTETION OF TRFFI IS THE RESPONSIILITY OF THE ONTRTOR. 7. EVTIONS - LL EVTIONS SHLL E KFILLED/RRIDED TO THE STISFTION OF THE OWNER'S REPRESENTTIVE T THE ONLUSION OF EH WORKING DY. 8. MINTENNE - PULI STREETS, PRIVTE DRIVES ND PRKING FILITIES SHLL E KEPT FREE OF EIGN MTERILS. LL RES SHLL E SWEPT LEN T THE END OF EH WORKING DY ND/OR S DIRETED Y THE OWNER'S ON- REPRESENTTIVE. 9. ONSTRUTION STORGE - STORGE OF EQUIPMENT ND MTERILS SHLL E WITHIN SPEIFIED ND SEURED RE S DETERMINED IN ONTRT DOUMENTS OR S SPEIFIED Y THE OWNER'S ON- REPRESENTTIVE. 10. PERMIT(S) - PRIOR TO ONSTRUTION, THE ONTRTOR SHLL OTIN THE NEESSRY PERMITS FROM THE PPLILE MUNIIPLITY OR GENY. UNLESS SPEIFIED OTHERWISE, THE OWNER IS RESPONSILE PERMIT FEES. 11. SPEIFITIONS - TEHNIL SPEIFITIONS, IF SUPPLIED S PRT OF ONTRT DOUMENTS, RE INTENDED TO ID ND HELP DEFINE THE ONTRTOR'S WORK SOPE. IF DISREPNIES OUR THE ONTRTOR SHLL REQUEST LRIFITION. ONSTRUTION 1. STKEOUT - THE ONSTRUTION STKEOUT SHLL E PERMED Y LIENSED LND SURVEYOR USING ONTROL PROVIDED ON THE "LYOUT PLN". THE UILDING FOOTPRINT(S) RE S OORDINTED WITH LIVING RENTLS ON 06/09/17. DISREPNIES WITH UILDING(S), ONTROL POINTS, ND/ OR TIE DIMENSIONS SHLL E REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTLLTION OF IMPROVEMENTS) OORDINTION ND LRIFITION. 2. LYOUT - DIMENSIONS SHOWN, WHERE PPLILE, SHLL E FROM THE FE OF UR UNLESS SPEIFILLY LLED OUT OTHERWISE. 3. DEMOLITION - LERING ND GRUING SHLL E LIMITED TO THE OUNDRIES OR WITHIN THE "WORK LIMIT LINE" S DEFINED ON THE PLN. TREES ND OJETS DESIGNTED REMOVL SHLL E OORDINTED ND FIELD VERIFIED WITH PROJET ON- REPRESENTTIVE. LL MTERILS SHLL E LEGLLY DISPOSED OF OFF- OR RETURNED TO OWNER S DIRETED Y ONTRT DOUMENTS. LL ITEMS NOT SPEIFILLY LLED OUT TO E REMOVED SHLL REMIN. 4. OORDINTION - THE ONTRTOR SHLL OORDINTE INSTLLTION OF UTILITY WORK WITH OTHER UTILITIES (I.E. GS, ELETRI, LIGHTING, OMMUNITIONS) TO VOID POTENTIL INSTLLTION ONFLITS. 5. STGING - S DEFINED Y THE ONTRT DOUMENTS THE ONTRTOR SHLL ONSTRUT SEURE STGING RE STORGE OF EQUIPMENT, MTERILS, EMPLOYEE PRKING ND OFFIE SPE. IF THE RE/METHOD IS NOT SPEIFILLY DEFINED ON THE DOUMENTS THEN IT SHLL E OORDINTED WITH THE OWNER'S ON- REPRESENTTIVE. 6. LOSE-OUT - THE ONTRTOR'S WORK SOPE INLUDES UT IS NOT LIMITED TO THE FOLLOWING T PROJET LOSE-OUT TO THE STISFTION OF OWNER'S ON- REPRESENTTIVE: REMOVL OF NY ONSTRUTION DERIS. LENING PVEMENT ND WLKWY SURFES. RESTORTION OF LL DISTURED GRSS ND LNDSPED RES. PROVIDING ONDS, GURNTEES, ERTIFITIONS, ET. S REQUIRED Y ONTRT DOUMENTS. PROVIDING REORD DRWING. OMPLETION OF FINL PUNH LIST ITEMS. OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL DRWING TITLE: Site Plan 3 of 13 2.0 JO No: DRWING No:
DISTURNE SUMMRY: ON DISTURED: ±2.95 RES OFF DISTURED: ±0.15 RES TOTL DISTURED:±3.10 RES TOTL PROJET RE: ±3.15 RES EISTING IMPERVIOUS: ±0.50 RES EISTING PERVIOUS: ±2.50 RES PROPOSED IMPERVIOUS: ±1.60 RES PROPOSED PERVIOUS: ±1.40 RES EROSION ONTROL REST HOME DR. RORETUM RD. (OUNTY ROUTE 173) GME FRM ROD LOTION FLL REEK LOTION DRYDEN ROD 1. ERTIFITION - THE STORM WTER POLLUTION PREVENTION PLN (SWPPP), WHIH INLUDES THE "GRDING PLN", "EROSION ONTROL PLN", "EROSION ONTROL NOTES", LONG WITH THE "DRINGE REPORT", DEFINES ND MEETS THE REQUIREMENTS OF THE NEW YORK STTE DEPRTMENT OF ENVIRONMENTL ONSERVTION (NYSDE) PHSE II STORM WTER REGULTIONS. 2. ONTRTOR RESPONSIILITY - LL ONTRTORS ND SU-ONTRTORS SHLL ERTIFY WITHIN THE SWPPP THT THEY WILL IMPLEMENT ND MINTIN STORM WTER MNGEMENT PRTIES. 3. INSPETION - EROSION ONTROL (E) MESURES INSTLLED ND MINTINED Y THE WORK ONTRTOR RE SUJET TO THE REVIEW ND PPROVL OF THE: MUNIIPLITY, DESIGN ENGINEER, NYSDE, ND OWNER'S REPRESENTTIVE. IMMEDITE TION Y THE ONTRTOR SHLL E TKEN IF DDITIONL OR ORRETIVE MESURES RE REQUIRED Y NY ONE OF THESE ITED REVIEWERS. EROSION ONTROL MESURES NOT SPEIFILLY SHOWN ON ONTRT DRWINGS (I.E.., DDITIONL SILT FENE, OLLRS, FRIS, ET.) SHLL E INSTLLED S WRRNTED Y FIELD ONDITIONS, ND S DIRETED Y THE EMENTIONED REVIEWERS. 4. NOTIFITION - S DESIGN ENGINEER, OUR OFFIE HS NOTIFIED THE OWNER OF THE INSPETION REQUIREMENTS UNDER GP-0-15-002. DISTURNES OF 1.0 RE OR GRETER REQUIRE THT THE OWNER FILE NOTIE OF INTENT (NOI) ND SWPPP WITH THE NYSDE UNDER STTE POLLUTNT DISHRGE ELIMINTION SYSTEM (SPDES) GENERL PERMIT #GP-0-15-002. THE REGULTIONS REQUIRE THT LIENSED PROFESSIONL OMPLETE WEEKLY INSPETION (THROUGHOUT THE PERIOD OF LND DISTURNE). 5. PRE-ONSTRUTION - THE PPROPRITE EROSION ONTROL MESURES S DEFINED Y THE ONSTRUTION DOUMENTS SHLL E INSTLLED PRIOR TO THE STRT OF NY ONSTRUTION TIVITIES. PRE-ONSTRUTION MEETING WITH THE TOWN OF DRYDEN SHLL OUR PRIOR TO THE STRT OF NY ONSTRUTION TIVITIES. 6. TOPSOIL - UPON OMPLETION OF THE STOKPILE STRIPPING OPERTION, STOKPILES SHLL E STILIZED IN ORDNE TO NYSDE REGULTIONS. 7. SLOPES - UPON OMPLETION OF GRDING, SLOPES WITH GRDIENT OF ONE FOOT VERTIL TO THREE FEET HORIZONTL (1 ON 3) OR GRETER SHLL E: TOPSOILED, SEEDED, FERTILIZED ND STILIZED WITH ROLLED EROSION ONTROL LNKET (E). E SHLL E MERIN GREEN - IONET PRODUT #S150N OR PPROVED EQUL. GRDUTE DR. MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 JO NO: SLE: DRWN: DESIGNED: 1"=30' MF MF DTE: 06/05/17 DTE Y REVISION TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK ERTHWORK 1. PREPRTION - PRIOR TO STRT OF ERTHWORK OPERTIONS THE ONTRTOR SHLL OMPLETE THE FOLLOWING PPLILE ITEMS S DEFINED Y ONTRT DOUMENTS: - DEMOLITION - REMOVL ND DISPOSL OFF- IN LEGL MNNER; STRUTURES, UTILITIES, PVEMENTS, ET. - LERING ND GRUING - REMOVL ND DISPOSL OFF- IN LEGL MNNER; TREES, RUSH, STUMPS, ET. - TOPSOIL STRIPPING - STRIP ND STOKPILE TOPSOIL REUSE. EESS TOPSOIL MY E REMOVED FROM WITH PPROVL Y OWNER ND MUNIIPLITY. 2. RESPONSIILITY - THE ONTRTOR IS RESPONSILE : - ESTIMTE - OMPLETION OF QUNTITY TKEOFF TO DETERMINE THE VOLUME OF UT, FILL, ND TOPSOIL. OMPRE ND OORDINTE WITH INMTION PROVIDED Y THE DESIGN ENGINEER. - GRDE TOLERNES - ESTLISHING DESIGN SUGRDE ELEVTIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PVEMENT RES (INLUDING WLKS) ND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') LL REMINING RES. - OMPTION - HIEVING THE SPEIFIED MINIMUM OMPTION VLUES EMNKMENT/FILL RES. THE TERMS "FILL" ND EMNKMENT" RE INTERHNGELE. - UTS - ONE EVTIONS RE SHPED TO THE DESIGN GRDES THE RES SHLL E PROTETED TO SSURE THT THE INTEGRITY OF MTERIL IS NOT OMPROMISED Y ONSTRUTION VEHILES ND/OR IMPROPER DRINGE. RES DETERMINED Y ONTRTOR TO E NOT SUITLE SUGRDE PLEMENT SHLL E IMMEDITELY REPORTED WHEN THE SUGRDE IS ESTLISHED TO OWNER'S REPRESENTTIVE. STILIZTION MESURES UT RES MY E ONSIDERED Y OWNER'S REPRESENTTIVE S HNGE TO THE SE ONTRT. 3. TESTING - THE FOLLOWING MIMUM DRY DENSITIES SHLL E HIEVED S MESURED Y THE MODIFIED PROTOR METHOD STM D-1557: - 95% UNDER PVEMENTS, WLKS, ND IN STRUTURL FILL RES - 85% IN REMINING RES THE GREEMENT ETWEEN THE OWNER ND ONTRTOR SHLL DEFINE THE NUMER OF TESTS ND RESPONSIILITY. WE REOMMEND IN EMNKMENT RES ONE PER LIFT ND/OR ONE PER 1,000 UI YRDS. 4. LIFT THIKNESS - THE MIMUM LIFT THIKNESS UNDER PVEMENTS, WLKS, ND STRUTURL FILLS SHLL E 12 INHES. HND OPERTED OMPTION FILLS SHLL NOT EEED 6 INHES. 5. PROOF ROLLING - THE OWNER'S REPRESENTTIVE MY REQUEST PROOF ROLL (I.E. LODED TEN WHEELER) OF SUGRDE RES PRIOR TO PLEMENT OF SUSE MTERILS. RES THT "FIL" SHLL E REMOVED ND REPLED TO HIEVE PSSING SUGRDE. 8. DUST - THE ONTRTOR SHLL PPLY WTER ND/OR LIUM HLORIDE, S ONDITIONS WRRNT, TO ONTROL WIND ORN EROSION. THIS MESURE PPLIES TO: HUL RODS, UT ND FILL OPERTIONS, SU-SE ND NY OTHER EPOSED SURFES. 9. OPERTION & MINTENNE - THROUGHOUT THE PERIOD OF ONSTRUTION ND PRIOR TO ESTLISHING FINL GROUND OVER THE ONTRTOR IS RESPONSILE THE OPERTION ND MINTENNE OF THE TEMPORRY EROSION ONTROL MESURES. EMPLE, THE SILTTION FILITIES SHLL E RE-EVTED WHEN THE VOLUME (3600 UI FEET/DISTURED RE) IS REDUED Y ONE-HLF OR MORE OF ITS SPEIFIED PITY ND/OR THE MTERIL IS WITHIN ONE FOOT OF THE DISHRGE POINT. 10. WORK STOPPGE - LL DISTURED RES NOT TO E WORKED WITHIN 21 DYS MUST E SEEDED WITHIN 14 DYS FROM THE LST ONSTRUTION TIVITY IN THT RE. 11. SEQUENE - THE ONTRTOR SHLL INSTLL EROSION ONTROL MESURES IN THE FOLLOWING SEQUENE UNLESS UTHORIZED OTHERWISE T PRE-ONSTRUTION MEETING: - ONTRTOR SHLL DENOTE THE LOTION OF EQUIPMENT STORGE/LYDOWN, JO TRILERS, PORT-POTTY, WSTE REEPTLES, ET. ON THE ONSTRUTION DRWINGS PRIOR TO THE STRT OF WORK. - PROTET EISTING VEGETTION ND ENVIRONMENTL FETURES TO REMIN. - INSTLL PERIMETER SEDIMENT ONTROLS. - INSTLL STILIZED ONSTRUTION ENTRNE. - PROTET VEGETTION TO REMIN. - OMPLETE LERING ND GRUING. - STRIP TOPSOIL ND PLE EROSION ONTROL MESURES ROUND LL TOPSOIL STOKPILES. ONTRTOR TO DENOTE LOTION OF STOKPILE(S) ON THE ONSTRUTION DRWINGS. - INSTLL DDITIONL EROSION ND SEDIMENT ONTROLS ORDING TO PLN. - GRDE. - THE ONTRTOR SHLL PROTET THE FOOTPRINT OF THE TWO (2) UNDERGROUND STORMWTER DETENTION FILITIES FROM HEVY TRFFI TO THE MIMUM ETENT PRTIL SO TO NOT OVER-OMPT THE FLOOR ND REDUE INFILTRTIVE PITY OF THE FILITIES. THE ONTRTOR SHLL NOT ROUGH GRDE THE WITHIN 3' OF THE OTTOM OF EH OF THE UNDERGROUND STORMWTER MNGEMENT FILITIES. - STILIZE DENUDED RES ND STOKPILES WITHIN 14 DYS OF LST ONSTRUTION TIVITY IN EH RE. - INSTLL/PLE ONRETE WSHOUT RE(S). ONTRTOR TO DENOTE LOTION OF ONRETE WSHOUT RE(S) ON THE ONSTRUTION DRWINGS. - INSTLL UTILITIES. - PPLY STONE TO RODS ND PRKING RES. - OMPLETE GRDING ND ONSTRUTION OF PERMNENT STORMWTER UNDERGROUND DETENTION FILITIES, STILIZE SIDE SLOPES, ET. FINL EVTION TO THE FINISHED SUGRDE ELEVTION OF THE FILITIES SHOULD E DEFERRED UNTIL LL DISTURED RES HVE EEN STILIZED OR PROTETED. IT IS RITIL THT DEQUTE INLET PROTETION E PROVIDED T LL DRINGE INLETS, MNHOLES, ET. WHIH OLLET ND DIVERT RUNOFF TO THE UNDERGROUND DETENTION FILITIES TO PREVENT SEDIMENT UMULTION WITHIN THESE PRTIES. THE UNDERGROUND DETENTION FILITIES SHLL NOT E USED S TEMPORRY SEDIMENT TRPPING DEVIES. - ONE LL RES DRINING TO IORETENTION RE(S) HVE HIEVED FINL STILIZTION, ONSTRUT IORETENTION RE(S). - OMPLETE GRDING, REPPLY TOPSOIL, ND PERM SOIL RESTORTION. - INSTLL PERMNENT SEEDING, FERTILIZER ND MULH. - OMPLETE FINL PVING. - REMOVE UMULTED SEDIMENT FROM IORETENTION RE(S), STORMWTER DETENTION FILITIES, STORM SEWERS, STORM STRUTURES, ET. - REMOVE LL TEMPORRY SEDIMENT ONTROL PRODUTS FTER SOILS RE STILIZED. OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL DRWING TITLE: Grading, Drainage & Erosion ontrol Plan (1 of 2) 4 of 13 3.0 JO No: DRWING No:
UILDING E UILDING F UILDING D UILDING UILDING DISTURNE SUMMRY: ON DISTURED: ±2.95 RES OFF DISTURED: ±0.15 RES TOTL DISTURED:±3.10 RES TOTL PROJET RE: ±3.15 RES EISTING IMPERVIOUS: ±0.50 RES EISTING PERVIOUS: ±2.50 RES PROPOSED IMPERVIOUS: ±1.60 RES PROPOSED PERVIOUS: ±1.40 RES EROSION ONTROL REST HOME DR. RORETUM RD. (OUNTY ROUTE 173) GME FRM ROD LOTION FLL REEK LOTION DRYDEN ROD 1. ERTIFITION - THE STORM WTER POLLUTION PREVENTION PLN (SWPPP), WHIH INLUDES THE "GRDING PLN", "EROSION ONTROL PLN", "EROSION ONTROL NOTES", LONG WITH THE "DRINGE REPORT", DEFINES ND MEETS THE REQUIREMENTS OF THE NEW YORK STTE DEPRTMENT OF ENVIRONMENTL ONSERVTION (NYSDE) PHSE II STORM WTER REGULTIONS. 2. ONTRTOR RESPONSIILITY - LL ONTRTORS ND SU-ONTRTORS SHLL ERTIFY WITHIN THE SWPPP THT THEY WILL IMPLEMENT ND MINTIN STORM WTER MNGEMENT PRTIES. 3. INSPETION - EROSION ONTROL (E) MESURES INSTLLED ND MINTINED Y THE WORK ONTRTOR RE SUJET TO THE REVIEW ND PPROVL OF THE: MUNIIPLITY, DESIGN ENGINEER, NYSDE, ND OWNER'S REPRESENTTIVE. IMMEDITE TION Y THE ONTRTOR SHLL E TKEN IF DDITIONL OR ORRETIVE MESURES RE REQUIRED Y NY ONE OF THESE ITED REVIEWERS. EROSION ONTROL MESURES NOT SPEIFILLY SHOWN ON ONTRT DRWINGS (I.E.., DDITIONL SILT FENE, OLLRS, FRIS, ET.) SHLL E INSTLLED S WRRNTED Y FIELD ONDITIONS, ND S DIRETED Y THE EMENTIONED REVIEWERS. GRDUTE DR. MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK UILDING 4. NOTIFITION - S DESIGN ENGINEER, OUR OFFIE HS NOTIFIED THE OWNER OF THE INSPETION REQUIREMENTS UNDER GP-0-15-002. DISTURNES OF 1.0 RE OR GRETER REQUIRE THT THE OWNER FILE NOTIE OF INTENT (NOI) ND SWPPP WITH THE NYSDE UNDER STTE POLLUTNT DISHRGE ELIMINTION SYSTEM (SPDES) GENERL PERMIT #GP-0-15-002. THE REGULTIONS REQUIRE THT LIENSED PROFESSIONL OMPLETE WEEKLY INSPETION (THROUGHOUT THE PERIOD OF LND DISTURNE). 5. PRE-ONSTRUTION - THE PPROPRITE EROSION ONTROL MESURES S DEFINED Y THE ONSTRUTION DOUMENTS SHLL E INSTLLED PRIOR TO THE STRT OF NY ONSTRUTION TIVITIES. PRE-ONSTRUTION MEETING WITH THE TOWN OF DRYDEN SHLL OUR PRIOR TO THE STRT OF NY ONSTRUTION TIVITIES. 6. TOPSOIL - UPON OMPLETION OF THE STOKPILE STRIPPING OPERTION, STOKPILES SHLL E STILIZED IN ORDNE TO NYSDE REGULTIONS. 7. SLOPES - UPON OMPLETION OF GRDING, SLOPES WITH GRDIENT OF ONE FOOT VERTIL TO THREE FEET HORIZONTL (1 ON 3) OR GRETER SHLL E: TOPSOILED, SEEDED, FERTILIZED ND STILIZED WITH ROLLED EROSION ONTROL LNKET (E). E SHLL E MERIN GREEN - IONET PRODUT #S150N OR PPROVED EQUL. JO NO: SLE: 1"=30' DRWN: MF DESIGNED: MF DTE: 06/05/17 DTE Y REVISION 8. DUST - THE ONTRTOR SHLL PPLY WTER ND/OR LIUM HLORIDE, S ONDITIONS WRRNT, TO ONTROL WIND ORN EROSION. THIS MESURE PPLIES TO: HUL RODS, UT ND FILL OPERTIONS, SU-SE ND NY OTHER EPOSED SURFES. ERTHWORK 1. PREPRTION - PRIOR TO STRT OF ERTHWORK OPERTIONS THE ONTRTOR SHLL OMPLETE THE FOLLOWING PPLILE ITEMS S DEFINED Y ONTRT DOUMENTS: - DEMOLITION - REMOVL ND DISPOSL OFF- IN LEGL MNNER; STRUTURES, UTILITIES, PVEMENTS, ET. - LERING ND GRUING - REMOVL ND DISPOSL OFF- IN LEGL MNNER; TREES, RUSH, STUMPS, ET. - TOPSOIL STRIPPING - STRIP ND STOKPILE TOPSOIL REUSE. EESS TOPSOIL MY E REMOVED FROM WITH PPROVL Y OWNER ND MUNIIPLITY. 2. RESPONSIILITY - THE ONTRTOR IS RESPONSILE : - ESTIMTE - OMPLETION OF QUNTITY TKEOFF TO DETERMINE THE VOLUME OF UT, FILL, ND TOPSOIL. OMPRE ND OORDINTE WITH INMTION PROVIDED Y THE DESIGN ENGINEER. - GRDE TOLERNES - ESTLISHING DESIGN SUGRDE ELEVTIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PVEMENT RES (INLUDING WLKS) ND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') LL REMINING RES. - OMPTION - HIEVING THE SPEIFIED MINIMUM OMPTION VLUES EMNKMENT/FILL RES. THE TERMS "FILL" ND EMNKMENT" RE INTERHNGELE. - UTS - ONE EVTIONS RE SHPED TO THE DESIGN GRDES THE RES SHLL E PROTETED TO SSURE THT THE INTEGRITY OF MTERIL IS NOT OMPROMISED Y ONSTRUTION VEHILES ND/OR IMPROPER DRINGE. RES DETERMINED Y ONTRTOR TO E NOT SUITLE SUGRDE PLEMENT SHLL E IMMEDITELY REPORTED WHEN THE SUGRDE IS ESTLISHED TO OWNER'S REPRESENTTIVE. STILIZTION MESURES UT RES MY E ONSIDERED Y OWNER'S REPRESENTTIVE S HNGE TO THE SE ONTRT. 3. TESTING - THE FOLLOWING MIMUM DRY DENSITIES SHLL E HIEVED S MESURED Y THE MODIFIED PROTOR METHOD STM D-1557: - 95% UNDER PVEMENTS, WLKS, ND IN STRUTURL FILL RES - 85% IN REMINING RES THE GREEMENT ETWEEN THE OWNER ND ONTRTOR SHLL DEFINE THE NUMER OF TESTS ND RESPONSIILITY. WE REOMMEND IN EMNKMENT RES ONE PER LIFT ND/OR ONE PER 1,000 UI YRDS. 4. LIFT THIKNESS - THE MIMUM LIFT THIKNESS UNDER PVEMENTS, WLKS, ND STRUTURL FILLS SHLL E 12 INHES. HND OPERTED OMPTION FILLS SHLL NOT EEED 6 INHES. 5. PROOF ROLLING - THE OWNER'S REPRESENTTIVE MY REQUEST PROOF ROLL (I.E. LODED TEN WHEELER) OF SUGRDE RES PRIOR TO PLEMENT OF SUSE MTERILS. RES THT "FIL" SHLL E REMOVED ND REPLED TO HIEVE PSSING SUGRDE. 9. OPERTION & MINTENNE - THROUGHOUT THE PERIOD OF ONSTRUTION ND PRIOR TO ESTLISHING FINL GROUND OVER THE ONTRTOR IS RESPONSILE THE OPERTION ND MINTENNE OF THE TEMPORRY EROSION ONTROL MESURES. EMPLE, THE SILTTION FILITIES SHLL E RE-EVTED WHEN THE VOLUME (3600 UI FEET/DISTURED RE) IS REDUED Y ONE-HLF OR MORE OF ITS SPEIFIED PITY ND/OR THE MTERIL IS WITHIN ONE FOOT OF THE DISHRGE POINT. 10. WORK STOPPGE - LL DISTURED RES NOT TO E WORKED WITHIN 21 DYS MUST E SEEDED WITHIN 14 DYS FROM THE LST ONSTRUTION TIVITY IN THT RE. 11. SEQUENE - THE ONTRTOR SHLL INSTLL EROSION ONTROL MESURES IN THE FOLLOWING SEQUENE UNLESS UTHORIZED OTHERWISE T PRE-ONSTRUTION MEETING: - ONTRTOR SHLL DENOTE THE LOTION OF EQUIPMENT STORGE/LYDOWN, JO TRILERS, PORT-POTTY, WSTE REEPTLES, ET. ON THE ONSTRUTION DRWINGS PRIOR TO THE STRT OF WORK. - PROTET EISTING VEGETTION ND ENVIRONMENTL FETURES TO REMIN. - INSTLL PERIMETER SEDIMENT ONTROLS. - INSTLL STILIZED ONSTRUTION ENTRNE. - PROTET VEGETTION TO REMIN. - OMPLETE LERING ND GRUING. - STRIP TOPSOIL ND PLE EROSION ONTROL MESURES ROUND LL TOPSOIL STOKPILES. ONTRTOR TO DENOTE LOTION OF STOKPILE(S) ON THE ONSTRUTION DRWINGS. - INSTLL DDITIONL EROSION ND SEDIMENT ONTROLS ORDING TO PLN. - GRDE. - THE ONTRTOR SHLL PROTET THE FOOTPRINT OF THE TWO (2) UNDERGROUND STORMWTER DETENTION FILITIES FROM HEVY TRFFI TO THE MIMUM ETENT PRTIL SO TO NOT OVER-OMPT THE FLOOR ND REDUE INFILTRTIVE PITY OF THE FILITIES. THE ONTRTOR SHLL NOT ROUGH GRDE THE WITHIN 3' OF THE OTTOM OF EH OF THE UNDERGROUND STORMWTER MNGEMENT FILITIES. - STILIZE DENUDED RES ND STOKPILES WITHIN 14 DYS OF LST ONSTRUTION TIVITY IN EH RE. - INSTLL/PLE ONRETE WSHOUT RE(S). ONTRTOR TO DENOTE LOTION OF ONRETE WSHOUT RE(S) ON THE ONSTRUTION DRWINGS. - INSTLL UTILITIES. - PPLY STONE TO RODS ND PRKING RES. - OMPLETE GRDING ND ONSTRUTION OF PERMNENT STORMWTER UNDERGROUND DETENTION FILITIES, STILIZE SIDE SLOPES, ET. FINL EVTION TO THE FINISHED SUGRDE ELEVTION OF THE FILITIES SHOULD E DEFERRED UNTIL LL DISTURED RES HVE EEN STILIZED OR PROTETED. IT IS RITIL THT DEQUTE INLET PROTETION E PROVIDED T LL DRINGE INLETS, MNHOLES, ET. WHIH OLLET ND DIVERT RUNOFF TO THE UNDERGROUND DETENTION FILITIES TO PREVENT SEDIMENT UMULTION WITHIN THESE PRTIES. THE UNDERGROUND DETENTION FILITIES SHLL NOT E USED S TEMPORRY SEDIMENT TRPPING DEVIES. - ONE LL RES DRINING TO IORETENTION RE(S) HVE HIEVED FINL STILIZTION, ONSTRUT IORETENTION RE(S). - OMPLETE GRDING, REPPLY TOPSOIL, ND PERM SOIL RESTORTION. - INSTLL PERMNENT SEEDING, FERTILIZER ND MULH. - OMPLETE FINL PVING. - REMOVE UMULTED SEDIMENT FROM IORETENTION RE(S), STORMWTER DETENTION FILITIES, STORM SEWERS, STORM STRUTURES, ET. - REMOVE LL TEMPORRY SEDIMENT ONTROL PRODUTS FTER SOILS RE STILIZED. OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL DRWING TITLE: Grading, Drainage & Erosion ontrol Plan (2 of 2) 5 of 13 3.1 JO No: DRWING No:
EE UILDING F UILDING E UILDING LOTION UTILITIES 1. SNITRY 1.1 MTERILS - SOUTHERN YUG LKE INTERMUNIIPL WTER OMMISSION SPEIFITIONS WTER MIN ETENSIONS - 1. OVER - WTER SERVIE LINES SHLL HVE MINIMUM OF 5 FEET OF OVER FROM FINISHED GRDE IN LWN RES ND 6 FEET OF OVER FROM FINISHED GRDE IN PVED RES. 2. HYDRNTS - LOW-EDDY OR MUELLER WITH: 5 FOOT URY, OPEN LEFT, TRFFI TYPE GROUND FLNGE, 6 INH INLET. 1-4½ INH NST STEMER NOZZLE, 2-2½ INH NST HOSE NOZZLE. MEHNIL JOINT ONNETIONS, 5 INH HYDRNT VLVE SET, PENTGON OPERTING NUT. MUST HVE TWO MS OF RESTRINT, ONE OF WHIH MUST E THRUST LOK. SEOND RESTRINT N E - 1) INTEGRLLY ST RESTRINT, 2) ¾ INH STINLESS STEEL THREDED ROD ND FRITION LMPS, 3) RETINER GLNDS. 3. WTER MIN - LSS 52 (GRETER THN 350 PSI), DUTILE IRON, EMENT LINED, PUSH ON JOINT WITH POLY ENSEMENT WRP. - MINS - PIPING SHLL E POLYVINYL HLORIDE (PV) WITH ENDS SUITLE ELSTOMERI GSKET JOINTS, ND MINIMUM WLL THIKNESS OF SDR-35. PIPING ND FITTINGS SHLL MEET: STM D-3034 (4" THRU 15") STM F-679 (18" THRU 48") LTERLS - PIPING SHLL E POLYVINYL HLORIDE (PV) WITH ENDS SUITLE ELSTOMERI GSKET JOINTS, ND MINIMUM WLL THIKNESS OF SDR-21. PIPING ND FITTINGS SHLL MEET STM D-2241. JOINTING MTERILS - SHLL E ELL-ND-SPIGOT WITH INTEGRL PUSH ON TYPE ELSTOMERI GSKET JOINTS, GSKET MTERIL TO E NEOPRENE MEETING STM D-3212. MNHOLES - SHLL E PREST ONRETE WITH NEOPRENE GSKETS MEETING STM -478 & STM -443. JO NO: SLE: DRWN: DESIGNED: DTE: DTE Y STTE OF NEW YORK OUNTY OF TOMPKINS R TOWN OF DRYDEN R O R. IL D TE U NG DI G U IL U N DI RD D. M U ET D 6) RO 36 N E E T YD OU DR S R Y (N LOTION GR UILDING D DR. D GME FRM RO 173) (OUNTY ROUTE T HOME ENGINEER ING 39 SDE DRIVE ROHESTER, NY 14614 K RES 802, 804, 810 & 812 DRYDEN ROD R DEVELOPMENT PLNS LL LIVING RENTLS F MRTHON 1"=30' MF MF 06/05/17 REVISION 1.2 INFILTRTION/ EFILTRTION - MIMUM LLOWLE INFILTRTION OR EFILTRTION SHLL NOT EEED 100 GLLONS PER INH DIMETER PER MILE OF PIPE PER DY THE SNITRY SEWER. IF N IR TEST IS USED, THE TEST S MINIMUM SHLL ONM TO THE PROEDURE DESRIED IN STM DESIGNTION 828-86 ENTITLED PRTIE LOW PRESSURE IR TEST OF VITRIFIED LY PIPE LINES. SNITRY MNHOLES SHLL E VISULLY INSPETED ND TESTED LEKGE Y E FILTRTION OR VUUM. VUUM TESTING OF MNHOLES SHLL OMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STTE DEPRTMENT OF ENVIRONMENTL ONSERVTION TEHNIL INMTION PMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRINS - FLOOR DRINS, IF ONSTRUTED IN THE PROJET. MUST E ONNETED TO THE SNITRY 4. MIN VLVES - MEHNIL JOINT, RESILIENT SET, GTE, 2 INH OPERTING NUT, OPEN LEFT, STINLESS STEEL ONNET ND PKING OLTS. 5. MIN FITTINGS - LL UNDERGROUND FITTINGS RE DUTILE IRON, MEHNIL JOINT (INLUDING TPPING SLEEVES, UNLESS PPROVED Y MUNIIPLITY ). FITTINGS IN UILDINGS OR PITS RE TO E DUTILE IRON FLNGE JOINT. 6. MIN VLVE OES - 5¼ INH, SREW TYPE, ST IRON WITH LID MRKED WTER. 7. SERVIE LINE FITTINGS - MUELLER OR D, OMPRESSION OR FLRED FITTINGS. UR VLVES ND ORPORTION STOPS MUST E LL TYPE - FULL PORT. STOP ND WSTE VLVES RE NOT PERMITTED. 8. SERVIE LINES - K OPPER WITH ¾ INH MINIMUM. 1 INH MINIMUM WHERE SPRINKLER SYSTEMS RE REQUIRED. 9. UR OES - UFFLO STYLE, SREW TYPE, ST IRON, LID MRKED WTER WITH PENTGON NUT, OPERTING ROD ND ENTERING RING. 10. RESTRINT - 2500 PSI, 30 DY ONRETE THRUST LOK - PLUS - ONE OF THE FOLLOWING 1) INTEGRLLY ST RESTRINT 2) ¾ INH STINLESS STEEL THREDED ROD ND FRITION LMPS 3) RETINER GLNDS 11. PRESSURE REDUING VLVES - O..V MODEL 127, ERMD OR ROSS VLVE 12. DED ENDS WITHOUT HYDRNTS 2 INH FLUSHING OR LOW OFF HYDRNTS MUST E INSTLLED. 2½ INH NST NOZZLE, 2 INH IRON PIPE INLET, TRFFI REK WY FLNGE ND FULL DRINING PILITIES. 13. TESTING - WTER SERVIE LINES SIZED 4-INHES OR GRETER SHLL E: PRESSURE TESTED IN ORDNE WITH THE LTEST SPEIFITIONS OF THE SOUTHERN UG LKE INERMUNIIPL WTER OMMISSION (SLIW). SLIW ND TOWN OF DRYDEN DEPRTMENT OF PULI WORKS REPRESENTTIVE MUST WITNESS THIS TEST. DISINFETED Y USING THE ONTINUOUS FEED METHOD ORDING TO WW STNDRD SPEIFITIONS. FTER FLUSHING ND DISINFETING THE SERVIE LINE, WTER SMPLES SHLL E OLLETED Y THE SLIW. PPROVL ND NOTIFITION Y THE SLIW MUST E REEIVED EE THE LTERL IS PLED IN SERVIE. SEWER. NOTE: FLOOR DRINS DO NOT INLUDE FOUNDTION OR FOOTER DRINS INSTLLED TO INTEREPT UNONTMINTED GROUND WTER. LL DISHRGES FROM THE FLOOR DRINS TO THE SNITRY SEWER MUST OMPLY WITH THE EFFLUENT LIMITS OF THE LOL ND/OR THE TOMPKINS OUNTY SEWER USE LW. OPYRIGHT 2017 MRTHON ENG. 1.4 TESTING - DEFLETION TESTS SHLL E PERMED ON LL FLEILE PIPE. THE TEST SHLL E ONDUTED FTER THE FINL KFILL HS EEN IN PLE T LEST 30 DYS. NO PIPE SHLL EEED DEFLETION OF 5%. IF THE DEFLETION TEST IS TO E RUN USING RIGID LL OR MNDREL. IT SHLL HVE DIMETER EQUL TO 95% OF THE INSIDE DIMETER OF THE PIPE. THE TEST SHLL E PERMED WITHOUT MEHNIL PULLING DEVIES. 1.5 SEPRTION - MINIMUM VERTIL SEPRTION ETWEEN WTER MINS ND SEWER LINES SHLL E 18 INHES MESURED FROM THE OUTSIDE OF THE PIPES T THE POINT OF ROSSING. ONE FULL STNDRD LYING LENGTH OF WTER MIN SHLL E ENTERED UNDER OR OVER THE SEWER SO THT OTH JOINTS WILL E S FR FROM THE SEWER S POSSILE. IN DDITION. WHEN THE WTER MIN PSSES UNDER SEWER, DEQUTE STRUTURL SUPPORT (OMPTED SELETED FILL) SHLL E PROVIDED THE SEWER TO PREVENT EESSIVE DEFLETION OF JOINTS ND SETTLING OF THE SEWER ON THE WTER MIN. MINIMUM HORIZONTL SEPRTION ETWEEN PRLLEL WTER MINS ND SEWER PIPES (INLUDING MNHOLES ND VULTS) SHLL E 10 FEET MESURED FROM THE OUTSIDE OF THE PIPES. MNHOLES OR VULTS. DM M. FISHEL 3. STORM 3.1 REGULTIONS - STORM SEWERS ND PPURTENNES SHLL E ONSTRUTED IN ONMNE WITH THE LTEST REGULTIONS OF THE MUNIIPLITY. 3.2 MTERILS - THE ONTRTOR MY USE THE FOLLOWING PIPE MTERIL THE MIN SEWER S DRWING TITLE: Utility Plan LLOWED Y THE MUNIIPLITY, PROVIDING THT THE ROUGHNESS OEFFIIENT ("N" FTOR) IS 0.013 OR ETTER: - REINED ONRETE PIPE (RP), LSS III - ORRUGTED STEEL PIPE (SP), 16 GUGE - HIGH DENSITY ORRUGTED POLYETHYLENE PIPE (PE), SHTO M-29, TYPE S, STM D-3350. 6 of 13 3.3 ROOF DRINGE - LL ROOF DRINGE SHLL E OLLETED Y GUTTERS WITH DOWNSPOUTS DISHRGING TO SPLSH LOKS. REFER TO RHITETURL PLNS DOWNSPOUT LOTIONS. 3.4 TESTING - UPON OMPLETION OF SYSTEM INSTLLTION, THE MIN SEWER SYSTEM ND LEDS TO STRUTURES SHLL E FLUSHED ND LMPED TO THE STISFTION OF THE MUNIIPLITY. 4.0 JO No: DRWING No:
UILDING E UILDING F UILDING D UILDING UILDING LIGHT SE REST HOME DR. RORETUM RD. (OUNTY ROUTE 173) GME FRM ROD LOTION FLL REEK LOTION DRYDEN ROD GRDUTE DR. MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK UILDING JO NO: SLE: 1"=30' DRWN: MF DESIGNED: MF DTE: 06/05/17 DTE Y REVISION RESTORTION ND LNDSPING 1. GURNTEE - THE GREEMENT ETWEEN THE OWNER ND ONTRTOR SHLL DEFINE THE REQUIREMENTS, MINTENNE, ND TIME TO ESTLISH NEW TURF ND LNDSPING EPTNE Y THE OWNER. 2. TOPSOIL - PLE MINIMUM OF 4 INHES (REQUIRED) OF TOPSOIL ON LL DISTURED SURFES. FINE GRDE TO ESTLISH THE DESIGN ELEVTIONS ND DRINGE PTTERNS. OTIN OWNER'S REPRESENTTIVE PPROVL PRIOR TO SEEDING. 3. SEED - LWN RES SHLL E HYDROSEEDED WITH N PPROVED; SEED MITURE, MULH, ND FERTILIZER. THE PPLITION RTE SHLL E DETERMINED Y ONTRTOR TO ESTLISH "STND" OF GRSS. THE ONTRTOR SHLL SUMIT MTERIL ND PPLITION SPEIFITIONS TO THE OWNER'S REPRESENTTIVE PPROVL PRIOR TO PPLITION. OPYRIGHT 2017 MRTHON ENG. 4. PLNT STOK - PLNT MTERILS SHLL E IN ORDNE WITH "MERIN STNDRD NURSERY STOK". THE ONTRTOR SHLL SUMIT PLNT MTERIL SPEIFITIONS TO THE OWNER'S ON- REPRESENTTIVE PPROVL PRIOR TO DELIVERY TO THE. 5. PLNT LOTIONS - THE PLNT LOTIONS DEPITED ON THE PLN MY E FIELD DJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) ND TO THE STISFTION OF OWNER'S REPRESENTTIVE. 6. PLNTING EDS - PROVIDE TWELVE INHES (12") OF TOPSOIL, WEED FRI (S DIRETED Y OWNER), ND THREE INHES (3") OF MULH T PLNTING EDS, UNLESS SPEIFIED OTHERWISE ON DRWINGS. 7. MINTENNE STRIP - WHERE LWN/GRSS RES UT THE PROPOSED UILDING, THE ONTRTOR SHLL PROVIDE N 24" WIDE MINTENNE STRIP. MINTENNE STRIP SHLL E 3" (MIN.) THIK LYER OF 2-3" ROLLED RIVER STONE PLED UPON WEED RRIER LOTH. DM M. FISHEL SEED & MULH SEED MI SHLL E TOWN & OUNTRY SEED MI S MNUFTURED Y ROSSMN SEED ORPORTION. SEED MI SHLL ONSIST OF: 30% REEPING RED FESUE 20% GTOR 3 PERENNIL RYEGRSS 20% LL STR 3 PERENNIL RYEGRSS 20% KEYSTONE 2 PERENNIL RYEGRSS 10% KENTUKY LUEGRSS 98 / 85 SEEDING RTE SHLL E 6LS./ 1000 S.F. OF PURE LIVE SEED. MULH: SHLL E STRW PPLIED T 2 TONS/RE DRWING TITLE: Lighting and Landscaping Plan 7 of 13 5.0 JO No: DRWING No:
UILDING UILDING F UILDING E UILDING D UILDING UILDING LOTION LOTION (OUNTY ROUTE 173) GME FRM ROD RORETUM RD. DRYDEN ROD REST HOME DR. FLL REEK GRDUTE DR. JO NO: SLE: 1"=30' DRWN: MF DESIGNED: MF DTE: 06/05/17 DTE Y REVISION OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL DRWING TITLE: Truck Turn Plan 8 of 13 6.0 JO No: DRWING No: DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK MRTHON
ONRETE WSHOUT RE SILT FENE PIPE OUTLET PROTETION EISTING GROUND EISTING GROUND FILTER LOTH 50'MIN. 6"MIN. 12'MIN. ONSTRUTION SPEIFITIONS 1. STONE SIZE - USE 2" STONE, OR RELIMED OR REYLED ONRETE EQUIVLENT. 2. LENGTH - NOT LESS THN 50 FEET (EEPT ON SINGLE RESIDENE LOT WHERE 30 FOOT MINIMUM LENGTH WOULD PPLY). 3. THIKNESS - NOT LESS THN SI (6) INHES. PROFILE 50'MIN. PLN VIEW EISTING PVEMENT MOUNTLE ERM (OPTIONL) 10'MIN. EISTING PVEMENT 10'MIN. 4. WIDTH - TWELVE (12) FOOT MINIMUM, UT NOT LESS THN THE FULL WIDTH T POINTS WHERE INGRESS OR EGRESS OURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRNE TO. 5. FILTER LOTH - WILL E PLED OVER THE ENTIRE RE PRIOR TO PLING OF STONE. 6. SURFE WTER - LL SURFE WTER FLOWING OR DIVERTED TOWRD ON- STRUTION ENTRNES SHLL E PIPED ROSS THE ENTRNE. IF PIPING IS IMPRTIL, MOUNTLE ERM WITH 5:1 SLOPES WILL E PERMITTED. 7. MINTENNE - THE ENTRNE SHLL E MINTINED IN ONDITION WHIH WILL PREVENT TRKING OR FLOWING OF SEDIMENT ONTO PULI RIGHTS-OF-WY, LL SEDIMENT SPILLED, DROPPED, WSHED OR TRTED ONTO PULI RIGHTS-OF-WY MUST E REMOVED IMMEDITELY. 8. WHEN WSHING IS REQUIRED, IT SHLL E DONE ON RE STILIZED WITH STONE ND WHIH DRINS INTO N PPROVED SEDIMENT TRPPING DEVIE. 9. PERIODI INSPETION ND NEEDED MINTENNE SHLL E PROVIDED FTER EH RIN. 3' 5:1 12'MIN. STILIZED ONSTRUTION ENTRNE MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK EMERGENY SPILLWY OUTLET JO NO: SLE: N DRWN: MF DESIGNED: MF DTE: 06/13/17 DTE Y REVISION DROP INLET PROTETION IORETENTION RE OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL STONE OUTLET PROTETION DRWING TITLE: Detail Sheet (1 of 5) 9 of 13-7.0 JO No: DRWING No:
TEMPORRY STONE FILTER GROUND OVER PLNTINGS STONE HEK DM 5'M. 1'MIN. 1'MIN. N.Y.S. DOT #2 STONE L=4xD.. PROFILE FLOW 1 1 1'M. 4'MIN. EVTE REQUIRED STORGE ROSS SETION - TOP OF EMNKMENT EISTING GROUND 2'PRON ONSTRUTION SPEIFITIONS 1. RE UNDER EMNKMENT SHLL E LERED, GRUED ND STRIPPED OF NY VEGETTION ND ROOT MT. THE POOL RE SHLL E LERED. 2. THE FILL MTERIL THE EMNKMENT SHLL E FREE OF ROOTS ND OTHER WOODY VEGETTION S WELL S OVER-SIZED STONES, ROKS, ORGNI MTERIL OR OTHER OJETIONLE MTERIL. THE EMNKMENT SHLL E OMPTED Y TRVERSING WITH EQUIPMENT WHILE IT IS EING ONSTRUTED. 3. LL UT ND FILL SLOPES SHLL E 2:1 OR FLTTER. 4. THE STONE USED IN THE OUTLET SHLL E SMLL RIPRP 4"-8" LONG WITH 1' THIKNESS OF 2" GGREGTE PLED ON THE UP-GRDE SIDE ON THE SMLL RIPRP OR EMEDDED FILTER LOTH IN THE RIPRP. 5. SEDIMENT SHLL E REMOVED ND TRP RESTORED TO ITS ORIGINL DIMEN- SIONS WHEN THE SEDIMENT HS UMULTED TO 1/2 THE DESIGN DEPTH OF THE TRP. 6. THE STRUTURE SHLL E INSPETED FTER EH RIN ND REPIRS MDE S NEEDED. 7. ONSTRUTION OPERTIONS SHLL E RRIED OUT IN SUH MNNER THT EROSION ND WTER POLLUTION IS MINIMIZED. 8. THE STRUTURE SHLL E REMOVED ND THE RE STILIZED WHEN THE DRINGE RE HS EEN PROPERLY STILIZED. STONE OUTLET SEDIMENT TRP SMLL RIPRP ERTH EMNKMENT 2'PRON UNDISTURED RE PROVIDE ONE FOOT LYER OF N.Y.S. DOT #2 STONE MY E PLED ON THE UPSTREM SIDE OF THE RIPRP INPLE OF THE EMEDDED FILTER LOTH. NEED NOT E OMPTED EISTING GROUND 9"MIN. 2 2 1 1 SMLL RIPRP WEIR REST SMLL RIPRP 2'MIN. FLOW N.Y.S. DOT #2 STONE 9"MIN. FLOW MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK SHRU PLNTINGS 2'MIN. POSITIVE DRINGE ROSS SETION NOT TO SLE SUFFIIENT GRDE TO DRIN JO NO: SLE: N DRWN: MF DESIGNED: MF DTE: 06/13/17 DTE Y REVISION PLN VIEW NOT TO SLE ONSTRUTION SPEIFITIONS 1. LL PERIMETER DIKE/SWLE SHLL HVE UNINTERRUPTED POSITIVE GRDE TO N OUTLET. 2. DIVERTED RUNOFF FROM DISTURED RE SHLL E ONVEYED TO SEDIMENT TRPPING DEVIE. 3. DIVERTED RUNOFF FROM N UNDISTURED RE SHLL OUTLET INTO N UNDISTURED STILIZED RE T NON-EROSION VELOITY. 4. THE SWLE SHLL E EVTED OR SHPED TO LINE GRDE, ND ROSS SETION S REQUIRED TO MEET THE RITERI SPEIFIED IN THE STNDRD. 5. STILIZTION OF THE RE DISTURED Y THE DIKE ND SWLE SHLL E DONE IN ORDNE WITH THE STNDRD ND SPEIFITIONS TEMPORRY SEEDING ND MULHING, ND SHLL E DONE WITHIN 10 DYS. 6. PERIODI INSPETION ND REQUIRED MINTENNE MUST E PROVIDED FTER EH RIN EVENT. M. DRINGE RE LIMIT: 2 RES PERIMETER DIKE/SWLE OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL DRWING TITLE: Detail Sheet (2 of 5) DEIDUOUS PLNTINGS 10 of 13-7.1 JO No: DRWING No:
SPHLT PVEMENT SETION EDGE OF PVEMENT SPHLT DIKE IKE RK ONRETE UR UR TRNSITION ESS RMP MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK JO NO: SLE: N DRWN: MF DESIGNED: MF DTE: 06/13/17 RISED ONRETE SIDEWLK WITH INTEGRL URING DTE Y REVISION OPYRIGHT 2017 MRTHON ENG. RESERVED PRKING ND SIGNGE YELLOW URING ND OLLRDS - PRKING LOT STRIPING - PRKING LOT HNDIP STRIPING - PRKING LOT STRIPED RES SURFES SHOULD E LEN, DRY ND METL SURFES FREE OF HEVY RUST 2 OTS SHERWIN WILLIMS - KEM 4000 RYLI LKYD ENMEL SFETY YELLOW 55Y300 SURFES SHOULD E LEN, DRY. TOP OT SHERWIN WILLIMS - PROMR TRFFI MRKING PINT YELLOW TM5495 SURFES SHOULD E LEN, DRY. TOP OT SHERWIN WILLIMS - PROMR TRFFI MRKING PINT "H.." LUE SINGLE YELLOW SOLID LINE (SYSL) @45 @2' O.. ONRETE SIDEWLK DM M. FISHEL DRWING TITLE: Detail Sheet (3 of 5) STRIPING INMTION SPHLT DIKE TRNSITION 11 of 13-7.2 JO No: DRWING No:
SNITRY TRENH SNITRY MNHOLE DROP/ FIELD INLET MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK JO NO: SLE: N DRWN: MF DESIGNED: MF DTE: 06/13/17 DTE Y REVISION PV SNITRY/STORM LENOUT STORM MNHOLE OPYRIGHT 2017 MRTHON ENG. DM M. FISHEL DRWING TITLE: Detail Sheet (4 of 5) STORM TRENH SOLID PIPE 12 of 13-7.3 JO No: DRWING No:
3.0'x0.5' (WxH) ORIFE INV.=964.40 3.5'x1.0' (WxH) STORM R Y PLSTI SOLUTIONS 0R PPROVED EQUL 9" DI. STORM R Y PLSTI SOLUTIONS 0R PPROVED EQUL STONE INLET PROTETION: PROVIDE 5'x5' WIDE PRON OF NYSDOT LIGHT STONE FILL PLED UPON GEOTETILE FRI. 3" DI. LOW FLOW ORIFIE INV.=962.50 GRTE ELEVTION=965.40 OUTLET PIPE INV=962.50 ONTROL STRUTURE #1 PROVIDE SMOOTH MORTR FINISH INTERMEDITE FLOW ORIFIE (SEE SETION VIEW) TRSH RK (SEE SETION VIEW) TRSH RK (SEE SETION VIEW) LOW FLOW ORIFIE (SEE SETION VIEW) MRTHON DEVELOPMENT PLNS LIVING RENTLS 802, 804, 810 & 812 DRYDEN ROD 39 SDE DRIVE ROHESTER, NY 14614 TOWN OF DRYDEN OUNTY OF TOMPKINS STTE OF NEW YORK GRTE ELEVTION=965.40 PROVIDE SMOOTH MORTR FINISH JO NO: SLE: N DRWN: MF DESIGNED: MF DTE: 06/13/17 DTE Y REVISION 2.0'x0.5' (WxH) ORIFE INV.=964.40 3.0'x1.0' (WxH) STORM R Y PLSTI SOLUTIONS 0R PPROVED EQUL INTERMEDITE FLOW ORIFIE (SEE SETION VIEW) TRSH RK (SEE SETION VIEW) TRSH RK (SEE SETION VIEW) OPYRIGHT 2017 MRTHON ENG. OUTLET PIPE INV=963.00 LOW FLOW ORIFIE (SEE SETION VIEW) STONE INLET PROTETION: PROVIDE 5'x5' WIDE PRON OF NYSDOT LIGHT STONE FILL PLED UPON GEOTETILE FRI. DM M. FISHEL DRWING TITLE: Detail Sheet (5 of 5) ONTROL STRUTURE #2 13 of 13-7.4 JO No: DRWING No: