REFER TO LIGHTING PLAN FOR FIXTURE SPECIFICATIONS. REFER TO LIGHTING PLAN FOR POLE SPECIFICATIONS 14' MOUNTING HEIGHT STANDARD CURB PROVIDE HAND HOLE

REV. REFER TO LIGHTING FOR FITURE SPEIFITIONS. ' - 0" VRIES ' - 0" " REVEL " REVEL TOP OURSE INER OURSE TK OT TK OT REVEL.0 % /"/FT /"/FT /"/FT. " REVEL.0 % /"/FT M N O O N M. ' MOUNTING HEIGHT REFER TO LIGHTING FOR POLE SPEIFITIONS ONRETE ITEM (REFER TO SEPRTE ONRETE ETIL) OFF-SITE PVEMENT SETION (OUNTY ROS) TOP OURSE: " MINIMUM SPHLT TOP OURSE ( TYPE -ITEM ) SE OURSE: TOTL ( - " LIFTS) SPHLT ONRETE ENSE SE ( ITEM - ) OUNTRY POINTE RIVE ROWY SETION ON-SITE PVEMENT SETION TOP OURSE: -/ MINIMUM SPHLT ONRETE TOP OURSE ( TYPE -ITEM ) SE OURSE: " MINIMUM ENSE GRE SPHLT ONRETE SE OURSE ( ITEM -M- ) ON-SITE PVEMENT SETION (LTERNTE) TOP OURSE: " MINIMUM SPHLT ONRETE TOP OURSE ( TYPE -ITEM R ) INER OURSE: MINIMUM SPHLT ONRETE INER RUT VOINE ( ITEM R ) SE OURSE: () " MINIMUM ENSE GRE GGREGTE SE OURSE LIFTS ( TOTL ) ( ITEM 0 ) ' - 0" MINIMUM TO FE OF USHING / HMFER LL ROUN. FINISHE PVEMENT GRE PVEMENT SETION ETIL / HEVY UTY GLVNIZE STEEL ONUIT / x 0' OPPERWRL GROUN RO ONNETE TO EQUIPMENT GROUN WIRE T GROUN LUG IN POLE ' - ' - 0" USHING. REFER TO SEPRTE PVEMENT SETION ETIL FOR PVEMENT SPEIFITIONS.. TK OT (PER N.Y.S..O.T. ITEM 0.00) EMULSIFIE SPHLT PLE T RTE OF ETWEEN 0.0 N 0. GL/SQ.Y. USE IF TOP IS PLE MORE THN MONTHS FTER INER IS INSTLLE. SURFE TO E LEN N RY N INSPETE Y THE TOWN ENGINEERING INSPETOR PRIOR TO PLING TOP OURSE OR TK OT.. OMPTE EISTING GROUN IF SUITLE. REMOVE LL UNSUITLE MTERIL N REPLE WITH SUITLE OMPTE MTERIL. LL S IRETE Y THE TOWN ENGINEER. OMPTION UTILIZING OPTIMUM MOISTURE ONTENT TO T LEST 9% STNR PROTOR ENSITY. SUMIT TEST RESULTS FROM STM 98 (MOISTURE) N STM 9 (ENSITY PER NULER METHOS) FOR REVIEW.. LL WORK SHLL ONFORM TO TOWN OF OYSTERY N N...P.W. SPEIFITIONS.. PROVIE / PRE-MOULE ITUMINOUS EPNSION JOINTS LONG T 0' O.. MINIMUM, T LL P'S, PT'S N T OTH ENS OF UTS.. LL ONRETE SHLL E N...P.W. LSS "".. REVEL SHLL E TYPIL, UNLESS NOTE ON.. MGE INER OURSE SHLL E REMOVE N REPLE PRIOR TO PLEMENT OF TOP OURSE.. TOP OURSE SHLL E PLE FTER ONSTRUTION HS EEN SUSTNTILLY OMPLETE S ETERMINE Y THE OWNER OR OWNERS REPRESENTTIVE. LEN INER OURSE SURFE PRIOR TO PLEMENT OF TOP OURSE. () /" x HEVY UTY GLVNIZE NHOR OLTS WITH " RIGHT NGLE LEG N SPE S PER POLE MNUFTURES SPEIFITIONS. ONRETE ITEM (REFER TO SEPRTE ONRETE ETIL) ONRETE PROOF ROLL SUGRE STNR PROVIE HN HOLE TOP OURSE INER OURSE SE OURSE TOP OURSE INER OURSE SE OURSE SE OURSE /L.' ' TK OT " ROWN REVEL.0% TOP OURSE INER OURSE SE OURSE UNISTURE GROUN ONRETE ITEM (REFER TO SEPRTE ONRETE ETIL) EPNSION JOINT / x / PRE-MOLE ITUMINOUS JOINT FILLER IMETER ONTRTION (ONTROL) JOINT /" x /" STEEL EGE TYPIL LIGHTING ETIL ONRETE ITEM (REFER TO SEPRTE ONRETE ETIL) RO SETION WITH PRKING. ONRETE SHLL E,00 P.S.I. T 8 YS. EVTION SHLL E Y UGER IN UNISTURE SOIL OR PROPERLY OMPTE GRNULR FILL.. FOUNTION SHLL E TUE FORME. PROOF ROLL SUGRE VRILE (SEE ). REFER TO SEPRTE PVEMENT SETION ETIL FOR PVEMENT SPEIFITIONS.. TK OT (PER N.Y.S..O.T. ITEM 0.00) EMULSIFIE SPHLT PLE T RTE OF ETWEEN 0.0 N 0. GL/SQ.Y. USE IF TOP IS PLE MORE THN MONTHS FTER INER IS INSTLLE. SURFE TO E LEN N RY N INSPETE Y THE TOWN ENGINEERING INSPETOR PRIOR TO PLING TOP OURSE OR TK OT.. OMPTE EISTING GROUN IF SUITLE. REMOVE LL UNSUITLE MTERIL N REPLE WITH SUITLE OMPTE MTERIL. LL S IRETE Y THE TOWN ENGINEER. OMPTION UTILIZING OPTIMUM MOISTURE ONTENT TO T LEST 9% STNR PROTOR ENSITY. SUMIT TEST RESULTS FROM STM 98 (MOISTURE) N STM 9 (ENSITY PER NULER METHOS) FOR REVIEW. " MONOLITHI ONRETE OMPTE SELET GRNULR FILL MTERIL SPHLT RIVE (SEE PVEMENT SETION ETIL) /L R.O.W. LINE ITEM (RESIENTIL SETION -).0.0.0.0.0.0 N.0.0.0 N 8.0 8.0.0, N 0 9.0 9.0.0, N 0.0 0.0.,,0 N.0.0.0,,0 N.0.0.,,0, N.0..0 8.0,,0, N 8.0.0 8.,,0,,8 N.0.0 9.0,,0,,8 N.0.0 9.,,0,,8, N EM. ON. ITEM " " R.O.W. LINE 000 SEE NOTE 0 8 0 - ' RETINING WLL T KEY K Lb t d #@ # - 0 '- -" " #@ # #@" #@" #@" #@" #@ 0-9'- '- 0" #@ 8 #8 #@ #@ #@ #@ #@" - 8 0" '-0" '- #@ 9 #9 #8@ #@ #9@ #@ #@ 8 - " #@ 0 #0 #0@ #@ #@ #@ #8@ '-" '- '-0" EEPT THROUGH EPNSION JOINTS PROPOSE PVEMENT SETION (SEE SEPRTE ETIL) ' - 0" ONRETE ETIL PROPOSE PROPOSE ITEM FLUSH I. SH. 0 GLVNIZE PIPE ETENING "- INTO ONRETE FOOTING (TYPIL) ' HIGH HIN LINK GTE SINGLE REFUSE ENLOSURE ETIL. LL WORK SHLL ONFORM TO TOWN OF OYSTERY N N...P.W. SPEIFITIONS.. PROVIE / PRE-MOULE ITUMINOUS EPNSION JOINTS LONG T 0' O.. MINIMUM, T LL P'S, PT'S N T OTH ENS OF UTS.. LL ONRETE SHLL E N...P.W. LSS "". 00 0 **0 *M Lw #@ #@ #@ #@ #@ 0 @ 00 00 mm p (SEE NOTE ) 80 P 0 00 NON-SHRINK GROUT ' HIGH ONRETE LOK WLL. FE TO MTH UILINGS / ITUMINOUS EPNSION JOINT W0. OR W0 80 '- LK VINYL OTE HIN LINK FENE / R. WRP SURFE. / R 00 ORRUGTE RIL " / EPNSION JOINT x W.9 x W.9 OR # RS T O.. EH WY ONRETE P ONRETE P SETION - RIVEWY PRON N ETIL Hw (FT) (IN) '-0" SETION - Keystone Retaining Wall Systems Typical Wall etails /" PER FOOT / EPNSION JOINT EM. ON. RIVEWY N RIVEWY PRONS ITEM Standard Unit - Straight Face etails I ONRETE OLLRS '-0".0 REVEL.0% # OF GRIPLE GRI IMMEITELY LYERS OVE SRW UNIT NUMERS 0 NONE NEEE. REFER TO SEPRTE PVEMENT SETION ETIL FOR PVEMENT SPEIFITIONS.. TK OT (PER N.Y.S..O.T. ITEM 0.00) EMULSIFIE SPHLT PLE T RTE OF ETWEEN 0.0 N 0. GL/SQ.Y. USE IF TOP IS PLE MORE THN MONTHS FTER INER IS INSTLLE. SURFE TO E LEN N RY N INSPETE Y THE TOWN ENGINEERING INSPETOR PRIOR TO PLING TOP OURSE OR TK OT.. OMPTE EISTING GROUN IF SUITLE. REMOVE LL UNSUITLE MTERIL N REPLE WITH SUITLE OMPTE MTERIL. LL S IRETE Y THE TOWN ENGINEER. OMPTION UTILIZING OPTIMUM MOISTURE ONTENT TO T LEST 9% STNR PROTOR ENSITY. SUMIT TEST RESULTS FROM STM 98 (MOISTURE) N STM 9 (ENSITY PER NULER METHOS) FOR REVIEW. RETINING WLL ESIGN TLE " 8'-0" RE RMP R.O.W. LINE / EP. JOINT FRONT ELEVTION ONRETE ITEM (REFER TO SEPRTE ONRETE ETIL) TYPIL RO SETION GUTTER TOP OURSE INER OURSE SE OURSE ONRETE ITEM (REFER TO SEPRTE ONRETE ETIL). LL ONRETE SHLL E N...P.W. LSS "".. LL UNSUITLE MTERIL UNER RE SHLL E REMOVE N REPLE WITH STISFTORY MTERIL.. PROVIE EPNSION JOINTS T ' TO ' INTERVLS OR T SUH OTHER SPING S MY E REQUIRE OR IRETE.. PROVIE ONTROL JOINTS T ' TO ' INTERVLS SO THT THE WLK WILL E IVIE INTO SQURES UNLESS OTHERWISE REQUIRE OR IRETE WITH N PPROVE OULE-LIPPE SORING TOOL. TOP OF.0 REVEL H (FT) (IN) L (FT) " ROWN ONRETE ETIL ITEM 8'-0" RE TK OT TYPIL SETION FOR ORRUGTE LOKE-OUT GUIE RIL 0 STNR POST SHOWN WITH SOIL PLTE GENERL. LL RUNS OF GUIE RIL RE TO E NHORE T OTH ENS. : ON M. / TTER TYP. TOP OF WLL (TW) /" HMFER TYP. FINISH FE OF WLL S IRETE Y OWNER " Lw RS FILTER FRI OVERING OPENING GRVEL # @ O OTTOM OF WLL GRE (G) PVEMENT 0R ERTH SELET GRNULR OMPTE KFILL PITH ** O RS (VERTIL) min splice MIN KEYE " Hw P RS RS " Lb RS (OTTOM) d K bars # bars con`t FOR Hw >0' = 0. Hw # @ O SWLE * M RS. ONTRTION JOINTS SHLL E PROVIE T 0' ON ENTER (M.).. KEYE EPNSION JOINTS ONSISTING OF / ITUMINOUS JOINT FILLER SHLL E PROVIE T 0' ON ENTER (M.).. KEYE ONSTRUTION JOINTS SHLL E PROVIE WHEN FRESH ONRETE IS PLE GINST HREN ONRETE OR GINST SUSEQUENT ONRETE POURING OPERTION.. REINFORE ONRETE WLL ONSTRUTION SHLL ONFORM TO THE LTEST EITION OF "UILING OE REQUIREMENTS FOR REINFORE ONRETE" Y THE MERIN ONRETE INSTITUTE (I).. ONRETE: fc=00; REINFOREMENT: GRE 0 STEEL.. LTERNTE VERTIL "M" RS MY E UT T / Hw. TOP RS OTTOM RS TOP OF FOOTING (TF) TEMPORRY SHEETING, SHORING N RING TEMPORRY OTTOM OF FOOTING SHEETING, SHORING N RING SHLL E PROVIE Y THE ONTRTOR IN ORNE WITH THE REQUIREMENTS OF INUSTRIL OE RULE " PROTETION IN ONSTRUTION N EVTION OPERTIONS ", OF THE STTE OF NEW YORK EPRTMENT OF LOR N THE REQUIREMENTS OF THE FEERL GOVERNMENTS O.S.H.. TEMPORRY SHEETING, SHORING N RING SHLL E PROVIE Y THE ONTRTOR SO S TO PROTET EISTING S URING ONSTRUTION N WHERE REQUESTE Y THE OWNER N/OR MUNIIPLITY HVING JURISITION OVER WORK EING PERFORME. " Lb RS (TOP) t ONRETE RETINING WLL ETIL EFLETION LERNE 0 mm 0 mm M. OVER 0 mm POST SPING 9 mm 90 mm. STEEL SOIL PLTES SHLL E USE IN RES OF 9 mm POST SPING.. IF THERE IS INSUFFIIENT EPTH ETWEEN THE SURFE OF THE GROUN T THE GUIE RIL N ONRETE FOOTING, ONE OF THE FOLLOWING METHOS SHLL E EMPLOYE EPENING ON VILLE EPTHS:. 00 mm TO mm - SHORTEN THE POST TO REQUIRE EPTH Y UTTING THE OTTOM OFF THE POST. ** 8. Lb R PLEMENT TOTL RS 8 9 0. THE POST SPING FOR REUE EFLETION SHLL E S FOLLOWS: THE ONTRTOR SHLL PROVIE ESIGN RWINGS FOR LL SHEETING, SHORING N RING, PREPRE Y PROFESSIONL ENGINEER, LIENSE Y THE STTE OF NEW YORK, TO THE OWNER N MUNIIPLITY HVING JURISITION, FOR REVIEW, OMMENT N PPROVL PRIOR TO THE OMMENEMENT OF ONSTRUTION OF THE PROPOSE RETINING WLL.. 0 mm TO 00 mm - SHORTEN THE POST TO THE REQUIRE EPTH Y UTTING THE OTTOM OFF THE POST N PLE THE POST IN 0 mm IMETER ONRETE ENSEMENT ETENING FROM THE TOP OF THE FOOTING TO THE GROUN SURFE.. LESS THN 0 mm - EVTE TO THE FOOTING, SHORTEN THE POST TO THE REQUIRE LENGTH Y UTTING OFF THE LOWER EN N WEL THE 00 0 mm SE PLTE (SHOWN IN THE ETIL TITLE " SE PLTE ETIL" ON THE URRENT EITION OF THE STNR SHEET TITLE "HEVY POST LOKE-OUT ORRUGTE EM MEIN RRIER") TO THE OTTOM. OLT THE POST TO THE FOOTING USING METHO PPROVE Y THE ENGINEER.. FOR ETILS ON RIL ELEMENT N SPLIE HRWRE, SEE ETILS "","F",&"G" ON THE URRENT EITION OF STNR SHEET TITLE "ORRUGTE EM TYPE GUIE RILING." ONLY GGE RIL SHLL E USE UNLESS OTHERWISE SHOWN ON THE S. 0-8-0 REVISE PER TOWN OF OYSTER Y MRH, 0 OMMENTS 0--0 REVISE PER TOWN OF OYSTER Y FERURY, 0 OMMENTS 0-0-0 REVISE PER TOWN OF OYSTER Y JNURY OMMENTS 0-0-0 REVISE PER TOWN OMMENTS TE MRH 9, 0 0-- REVISE PER LIENT L 0--0 REVISE PER LIENT NO. TE: REVISIONS: Y: PROJET NO.: RWN Y:. PLSTI, SYNTHETI OR TIMER LOK - OUTS SHLL MEET THE PROVISIONS OF MTERIL SUSETION 0- OR 0- RESPETIVELY. HEKE Y:. THE OFFSET OF THE GUIERIL OR MEIN RRIER SHLL E MESURE FROM FE OF TO FE OF RIL. THE RIL MOUNTING HEIGHT OF LL GUIERIL OR MEIN RRIER PLE EHIN THE (REGRLESS OF HEIGHT OR SPEE) SHLL E MESURE FROM THE PVEMENT SURFE WHEN THE OFFSET IS 00 mm OR LESS N TO THE GROUN SURFE UNER THE FE OF THE RIL WHEN THE OFFSET IS GRETER THN 000 mm. 8. EMS TO E ERETE ON RIUS OF METERS OR LESS SHLL E SHOP WORKE TO THE REQUIRE URVTURE. PYMENT WILL E ME UNER THE PPROPRITE ITEM. GUIE RIL ETIL TE: SLE: NELSON & POPE WLT WHITMN RO, MELVILLE, N.Y. PHONE () - F () - WWW.NELSONPOPE.OM : 09 JNURY, 0 "=0' S /LK. E dwg\finls\ 09 FR ETILS RWING NO.: SHEET NO.: OF

'-" '- / '- / -0" NSSU OUNTY TH SIN TYPE "" MOIFIE ETIL ITEM MESH No. 9 GUGE x.0 FOOT HIGH FRI. HOT IPPE GLVNIZE STEEL. WIRE TWISTE N RE ON TOP N OTTOM. / GLVNIZE STEEL RO - LONG EPOSE OVE. EN THROUGH FRI N LINHE ON INSIE. x ONRETE. VRILE S PER PREST REINF. ONRETE NON SHRINK GROUT PIPE SIZE, TYPE N PITH S PER. TH SIN SHLL ONFORM TO N...P.W. STNRS. LL PREST RINGE STRUTURES SHLL E FURNISHE WITH PREST OPENINGS FOR RINGE PIPE. KNOK-OUT PNELS WILL NOT E PERMITTE.. LL TH SINS WITH MORE THN ONE () PIPE ONNETION SHLL E N...P.W. TYPE "" MOIFIE.. LL ONRETE SHLL E N...P.W. LSS "".. LL RINGE PIPES SHLL HVE MINIMUM OVER.. STING SHLL E ELIVERE ON THE PROJET SITE UNPINTE N FTER INSTLLTION, LL EPOSE SURFES SHLL REEIVE TWO OTS OF SPHLTI PINT.. LL STINGS OR FRITE MTERIL SHLL E MNUFTURE IN UNITE STTES FOUNRIES. THE STINGS SHLL INLUE THE FOUNRY NME, RESS (ITY N STTE) N THE TE IT WS PROUE. REHRGE SIN FENE ETIL TYPE ITEM 0 P. LL TERMINL POSTS TO E FURNISHE WITH HORIZONTL RES N TURNUKLE TTHMENTS WITH RO. RES TO E O.. PIPE. S PER LINEL FOOT.. FITTINGS SHLL E OF GLVNIZE MLLELE IRON OR PRESSE STEEL.. LL TIES TO E OF LUMINUM NO. 9 WIRE.. FOR LINE POSTS, INSTLL ONE TIE FOR EVERY FOOT OF FRI HEIGHT. FOR RIL N RES, THE TIES MUST E PPROIMTELY PRT.. LL ONRETE TO E,00 PSI @ 8 YS.. LL WORK TO ONFORM TO THE TOWN OF OYSTERY STNR REGULTIONS FOR REHRGE SIN FENING. FENE SIZING: MESH No. 9 GUGE x.0 FOOT HIGH FRI. HOT IPPE GLVNIZE STEEL. WIRE TWISTE N RE ON TOP N OTTOM. GTE FRME POST - O... # PER LINEL FOOT. GTE POST - " O.. 0.9 # PER LINEL FOOT. LLOW FOR FOOT OPENING. /" x /" FLT STREHER R T EN, ORNER, N INTERMEITE POSTS. / TRUSS RO WITH TURNUKLE / O.. INTERMEITE RIL SEURELY JOINE WITH NEESSRY EPNSION SLEEVES / O.. OTTOM RIL SEURELY JOINE WITH NEESSRY EPNSION SLEEVES PROVIE HOLE /" GRETER THN IMETER OF GTE OLT. EPTH MUST E " GRETER THN OLT TRVEL. /" x /" FLT STREHER R T EN, ORNER, N INTERMEITE POSTS. EN N ORNER POST - / O... # PER LINEL FOOT. " LINE POSTS: O.. PIPE,. #'S GLVNIZE PER LIN. FT., HOT IPPE ORNER POSTS: " O.. PIPE,.9 #'S GLVNIZE PER LIN. FT., HOT IPPE GTE POSTS: " O.. PIPE, 9. #'S GLVNIZE PER LIN. FT., HOT IPPE LOKS: LOK ON R PLUS LOK WITH HIN " NHOR ETIL '- / x INVERT SETION - N...P.W. TYPE "" TH SIN WITH TYPE "" FRITE STEEL GRTE N LOKING EVIE-ITEM MINIMUM SUMP FENE N GTE ELEVTION TERMINL POST ELEVTION ' - 0" LEVELING OURSE " M. FOR JUSTMENT O.. TOP RIL SEURELY JOINE WITH NEESSRY EPNSION SLEEVES GTE FRME POST - O... # PER LINEL FOOT. ONTINUOUS ONRETE. / TRUSS RO WITH TURNUKLE '-" '- / '- / -0" VRILE S PER NSSU OUNTY TH SIN TYPE "" MOIFIE ETIL ITEM 0-0" ' - 0" ' - 0" MESH No. 9 GUGE x.0 FOOT HIGH FRI. HOT IPPE GLVNIZE STEEL. WIRE TWISTE N RE ON TOP N OTTOM. RE RIL T EN POST N T OTH SIES OF ORNER N INTERMEITE POSTS - / O... # PER LINEL FOOT. ONTINUOUS ONRETE. FENE TO E ENTERE ON ONRETE. TOP OF ERM TOP OF ERM '-0" SETION '-0" " PREST REINF. ONRETE NON SHRINK GROUT PIPE SIZE, TYPE N PITH S PER. TH SIN SHLL ONFORM TO N...P.W. STNRS. LL PREST RINGE STRUTURES SHLL E FURNISHE WITH PREST OPENINGS FOR RINGE PIPE. KNOK-OUT PNELS WILL NOT E PERMITTE.. LL TH SINS WITH MORE THN ONE () PIPE ONNETION SHLL E N...P.W. TYPE "" MOIFIE.. LL ONRETE SHLL E N...P.W. LSS "".. LL RINGE PIPES SHLL HVE MINIMUM OVER.. STING SHLL E ELIVERE ON THE PROJET SITE UNPINTE N FTER INSTLLTION, LL EPOSE SURFES SHLL REEIVE TWO OTS OF SPHLTI PINT.. LL STINGS OR FRITE MTERIL SHLL E MNUFTURE IN UNITE STTES FOUNRIES. THE STINGS SHLL INLUE THE FOUNRY NME, RESS (ITY N STTE) N THE TE IT WS PROUE. ON TOP OF ERM FRI TO E NHORE TO. NHOR TO E SPE ' - PRT. THREE NHORS PER 0' PNEL ELEVTION FRI TO E NHORE TO. NHOR TO E SPE ' - PRT. THREE NHORS PER 0' PNEL PROPERTY LINE PROPERTY LINE '- / x MINIMUM SUMP INVERT SETION - N...P.W. TYPE "" TH SIN WITH TYPE "" FRITE STEEL GRTE N LOKING EVIE-ITEM LEVELING OURSE " M. FOR JUSTMENT /" GRVEL OR /" RUSHE STONE ONRETE SL x OPENING / O... # PER LF TOP RIL SEURELY JOINE WITH 0' O.. EPNSION SLEEVES.'.'.'.' LINE POST - / O... # PER LINEL FOOT. ORNER POST - " O...9 # PER LINEL FOOT. GTE POST - " O.. 0.9 # PER LINEL FOOT. LLOW FOR FOOT OPENING. MESH No. 9 GUGE x.0 FOOT HIGH FRI. HOT IPPE GLVNIZE STEEL. WIRE TWISTE N RE ON TOP N OTTOM. ONRETE. ONRETE POST ENSEMENT. " x I. () STRNS OF LUMINUM RE WIRE INWRLY SLOPING R RM. x ONRETE. LINE POST - O... # PER LINEL FOOT ORNER POST - / O... # PER LINEL FOOT. MESH No. 9 GUGE x.0 FOOT HIGH FRI. HOT IPPE GLVNIZE STEEL. WIRE TWISTE N RE ON TOP N OTTOM. ST IRON GRTE PV OY WTER TIGHT PTER SQ. IN. INLET RE SURFE RINGE GRTE (SG) ETIL SURFE RINGE GRTE OVER ORRUGTE PLSTI PIPE ORRUGTE PLSTI PIPE ORRUGTE PLSTI PIPE INLINE RIN ETIL PIPE SIZE, TYPE N PITH S PER ON-SITE RINGE LEHING POOL/RYWELL ETIL ITEM 99-8 OVER TO RIGI PVEMENT, H UNSUITLE/ IMPERVIOUS SOIL SPRINGLINE " FOR - PIPE FOR 0"-0" PIPE ONNET TEE TO Ø ROOF RIN MNIFOL. REFER TO FOR PIPE INJETION MOLE TEE SIZE TO MTH ROOF RIN MNIFOL N...P.W. ST IRON FRME N OVER OR GRTE-ITEM M. ' M. '- EFFETIVE EPTH (S PER ) TRENH WITH (SEE TLE) NON-SHRINK GROUT 0' IMETER FINL KFILL INITIL KFILL HUNH EING INVERT S PER PREST REINF.ON. LEHING RINGS " ' TO GROUN WTER SUITLE FOUNTION OVER TO FLEILE PVEMENT, H GROUN WTER ) UNSUITLE MTERIL SHLL E REMOVE UNER LEHING POOL UNTIL ' MINIMUM PENETRTION INTO VIRGIN STRT OF SN N GRVEL N KFILLE WITH SN N GRVEL TO OTTOM OF SIN. ) LL PREST RINGE STRUTURES SHLL E FURNISHE WITH PREST OPENINGS FOR RINGE PIPE. KNOK-OUT PNELS WILL NOT E PERMITTE. ) PIPES SHLL NOT ENTER THE OME N MUST ENTER THE SOLI PREST SETION. ) SN N GRVEL (NKRUN) MY E SUSTITUTE FOR GRVEL IF SOILS REPORT PREPRE Y SOILS ENGINEER IS PPROVE Y THE TOWN OYSTERY EPRTMENT OF ENGINEERING. ) STING SHLL E ELIVERE ON PROJET SITE UNPINTE N FTER INSTLLTION, LL EPOSE SURFES SHLL REEIVE TWO OTS OF SPHLTI PINT. ) LL STINGS OR FRITE MTERIL SHLL E MNUFTURE IN UNITE STTES FOUNRIES. THE STINGS SHLL INLUE THE FOUNRY NME, RESS (ITY N STTE) N THE TE IT WS PROUE. ) LL ONRETE SHLL E N...P.W. LSS "". 8) FILTER FRI SHLL E MOO, MERIN ENGINEERING FRIS, IN. (EF) 80 HS, VNE RINGE SYSTEMS, IN. (S) 0 OR PPROVE EQUL. REOMMENE MINIMUM TRENH WITHS PIPE IM. ORRUGTE POLYETHYLENE PIPE TRENH N EING ETIL " MINIMUM, MIMUM RIK LEVELING OURSE PRE-ST REINFORE ONRETE OME " 0" " 0" " 0" TRENH WITH. LL PIPE SYSTEMS SHLL E INSTLLE IN ORNE WITH STM, "STNR PRTIE FOR UNERGROUN INSTLLTION OF THERMOPLSTI PIPE FOR SEWERS N OTHER GRVITY FLOW PPLITIONS", LTEST EITION.. MESURES SHOUL E TKEN TO PREVENT MIGRTION OF NTIVE FINES INTO KFILL MTERIL WHEN REQUIRE.. FOUNTION: WHERE THE TRENH OTTOM IS UNSUITLE, THE ONTRTOR SHLL EVTE TO EPTH REQUIRE Y THE ENGINEER N REPLE WITH SUITLE MTERIL S SPEIFIE Y THE ENGINEER. S N LTERNTIVE N T THE ISRETION OF THE ESIGN ENGINEER, THE TRENH OTTOM MY E STILIZE USING TETILE MTERIL.. EING: SUITLE MTERIL SHLL E LSS I, II OR III. THE ONTRTOR SHLL PROVIE OUMENTTION FOR MTERIL SPEIFITION TO ENGINEER. UNLESS OTHERWISE NOTE Y THE ENGINEER, MINIMUM EING THIKNESS SHLL E " FOR "-; FOR 0"-0".. INITIL KFILL: SUITLE MTERIL SHLL E LSS I, II OR III IN THE PIPE ZONE ETENING NOT LESS THN OVE ROWN OF PIPE. THE ONTRTOR SHLL PROVIE OUMENTTION FOR MTERIL SPEIFITION TO ENGINEER. MTERIL SHLL E INSTLLE S REQUIRE IN STM, LTEST EITION.. MINIMUM OVER: MINIMUM OVER, H, IN NON-TRFFI PPLITIONS (GRSS OR LNSPE RES) IS FROM THE TOP OF PIPE TO GROUN SURFE. ITIONL OVER MY E REQUIRE TO PREVENT FLOTTION. FOR TRFFI PPLITIONS, MINIMUM OVER, H, IS UP TO IMETER PIPE N OF OVER FOR "-0" IMETER PIPE, MESURE FROM TOP OF PIPE TO OTTOM OF FLEILE PVEMENT OR TO TOP OF RIGI PVEMENT. INSERT INJETION MOLE SPIGOT Y ELL REUER UILING OWNSPOUT OWNSPOUT PTER INSERTE IN RISER PIPE INJETION MOLE 90 EN TOP ' SETION SHLL E PREST SOLI REINFORE ONRETE ' No. WSHE GRVEL OLLR REQUIRE (TYPIL) LL ROUN ' MINIMUM PENETRTION INTO VIRGIN STRT OF SN N GRVEL " 0" " " 80" 8 9 WRP LEHING RINGS WITH FILTER FRI - ITEM IMPERVIOUS SOIL ROOF RIN PIPE: ORRUGTE POLYETHYLENE PIPE T % OWNSPOUT ONNETION ETIL. LL PIPE N FITTINGS SHLL E MNUFTURE Y S-TYPE N-. INSTLLTION SHLL OMPLY WITH MNUFTURERS REOMMENTIONS.. LL FITTINGS N ONNETIONS SHLL E SOIL-TIGHT (ST) UNLESS OTHERWISE NOTE.. REFER TO RHITETS S FOR OWNSPOUT LOTIONS N SIZES. EVTION TO E LINE WITH FILTER FRI - ITEM UILING FE ' - " UILING FOUNTION " MINIMUM, MIMUM RIK LEVELING OURSE RE OF IRUMFERENTIL STEEL= 0.00 x I.. (IN INHES) OR 0. SQ IN. PER LINER FOOT (TYPIL) "O" RING GSKET OR TWO " I. PREFORME PLSTI SELING OMPOUNS ( ONE ON EH ERING SURFE). TYPIL FOR EVERY JOINT ' - 0" ' - " ' - " ' - 0" VIEW - SL VRILE - SEE FOR INVERT ELEVTIONS # @ PLE RILLY '- N...P.W. ST IRON FRME N OVER OR GRTE-ITEM LOTION OF STEPS IMETER PREST MNHOLE ETIL ITEM P-. No. STEEL HOOP SHLL E PLE ROUN LL PIPE OPENINGS WITH / LERNE.. MINIMUM OVER ON R REINFOREMENT SHLL E, UNLESS OTHERWISE NOTE.. INVERT TO E ST IN PLE.. PIPE OPENINGS, IF SQURE RE " LRGER THN O.. OF PIPE, IF ROUN RE LRGER THN O.. OF PIPE.. LL PREST RINGE STRUTURES SHLL E FURNISHE WITH PREST OPENINGS FOR RINGE PIPE. KNOK-OUT PNELS WILL NOT E PERMITTE.. STING SHLL E ELIVERE ON PROJET SITE UNPINTE N FTER INSTLLTION, LL EPOSE SURFES SHLL REEIVE TWO OTS OF SPHLTI PINT.. LL STINGS OR FRITE MTERIL SHLL E MNUFTURE IN UNITE STTES FOUNRIES. THE STINGS SHLL INLUE THE FOUNRY NME, RESS (ITY N STTE) N THE TE IT WS PROUE. 8. LL ONRETE SHLL E N...P.W. LSS "". OUNRY INFORMTION WS OMPILE FROM SURVEY OF PROPERTY SITUTE T PLINVIEW PREPRE Y ENGINEERS N SURVEYORS, TE MRH, 0. " " / L (TYPIL) (TYP) " I. '- PVEMENT / MORTR ' x ' OPPENING EING IN SL, FILL WITH GRVEL. " x " LIFT HOLE (TYP. OF ) 0" (TYP.) / L. (TYPIL) # @ E.W. TOP N OTTOM OR EQUIVLENT WELE OR x No. GUGE EPNE METL REINFOREMENT, WITH - # RS ROUN OPENINGS TOP N OTTOM (PPLIES TO LL THREE OPTIONS) RE OF IRUMFERENTIL STEEL= 0.00 x I.. (IN INHES) MIMUM SPING = INVERT FILL LSS "" ONRETE SHLL E ST IN PLE IN THE FIEL. ON / L. (TYPIL) x W x W WELE VIEW - WIITHOUT SL ' - / (TYP) # ' - 0" LG. (STRIGHT) ' - " ' - 0" W.W.M. x - W x W # 0' - 0" LG. (STRIGHT) # ' - 0" LG. (STRIGHT) # ' - LG. @ " O.. HOOK ENS WINOW PIPE I. + '- / TYPE FRME '- OVERFLOW TH SIN ETIL TYPE ITEM RIK LEVELING OURSE, LLOW " MIN FOR FINL JUSTMENT NPW TYPE FRME N RETNGULR GRTE ITEM '- " ONRETE SL SETION '-'. TH SIN SHLL ONFORM TO N...P.W. STNRS. LL PREST RINGE STRUTURES SHLL E FURNISHE WITH PREST OPENINGS FOR RINGE PIPE. KNOK-OUT PNELS WILL NOT E PERMITTE.. LL TH SINS WITH MORE THN ONE () PIPE ONNETION SHLL E N...P.W. TYPE "" MOIFIE.. LL ONRETE SHLL E N...P.W. LSS "".. LL RINGE PIPES SHLL HVE MINIMUM OVER.. STING SHLL E ELIVERE ON THE PROJET SITE UNPINTE N FTER INSTLLTION, LL EPOSE SURFES SHLL REEIVE TWO OTS OF SPHLTI PINT.. LL STINGS OR FRITE MTERIL SHLL E MNUFTURE IN UNITE STTES FOUNRIES. THE STINGS SHLL INLUE THE FOUNRY NME, RESS (ITY N STTE) N THE TE IT WS PROUE. # ' - LG. @ " O.. HOOK ENS S REQUIRE FOUNTIN ERTOR ON M W.W.M. x - W x W ' x ' OPPENING IN SL, FILL WITH GRVEL. HIGH WTER LEVEL NORML WTER LEVEL OTTOM ELEVTION OTTOM OF REHRGE SIN x # GUGE WIRE FRI ONSTRUTION JOINT OPTIONL WITH FIEL INSPETOR 0.0' x # GUGE WIRE FRI No. R 0" LONG WITH LEG @ O.. - RS TO PROJET IF IS NOT MONOLITHI WITH SL " I. HOLES TOE OF WHEN () PIPE SIZE IS OR LRGER - INSTLL () No. RS JEENT TO INSIE FE F ONSTRUTION JOINT OPTIONL WITH FIEL INSPETOR SETION - x " KEY REHRGE SIN HEWLL ETIL. ONRETE TO E :: MI " - " SLUMP GGREGTE PSSING /" SIEVE.. LL RINGE PIPES MUST E PROVIE WITH MINIMUM OVER OF ' - 0".. LL ONRETE TO E,000 PSI. T 8 YS.. WWF 8 N 8, RER STM, GRE 0."." HIGH WTER LEVEL NORML WTER LEVEL 0" M. TOE OF NO. TE: REVISIONS: Y: ONSTRUTION JOINT OPTIONL WITH FIEL INSPETOR.0' MIN PE THREE RO W/WING NUTS N SPERS - SEE NOTE " REINFORE ONRETE PIPE, SIZE N PITH PER () No. RS () No. RS " " 0" " '- '-0" '- '-0" '- 8'- WLT WHITMN RO, MELVILLE, N.Y. PHONE () - F () - WWW.NELSONPOPE.OM '- '- '-0" '-" '- '- 8'- 9'- '-0" '-" 9'- '- 0'-0" '-0" IMENSIONS '- '-" '- '-0" '-" '-" '-" '-0" '-" TOP VIEW RIGHT SIE VIEW FRONT VIEW FLRE EN SETION ETIL. PE THREE RO WITH WING NUTS PROVIE FOR EN SETIONS -, 0" N. EN SETIONS REQUIRE TWO () THREE ROS FOR SSEMLE. 0 MIL LINER ETIL 0 MIL LINER SN N GRVEL OVER OVER LINER PON RE - TYPIL SETION ETIL SN N GRVEL PROJET NO.: 09 RWN Y: HEKE Y: TE: SLE: : E '- '- '-" '- '-" '- 8'-" 9'- 0'-0" RWING NO.: F '-0" '- 8'-0" 8'- 9'- 9'- 0'- 0'- '- '-"." G '- '-" '- '-0" '-" '-" '-" '-0" '-" EVTE TO SUITLE LEHING MTERIL N KFILL WITH SN N GRVEL (SEE ETIL OVE) 0-8-0 REVISE PER TOWN OF OYSTER Y MRH, 0 OMMENTS 0--0 REVISE PER TOWN OF OYSTER Y FERURY, 0 OMMENTS 0-0-0 REVISE PER TOWN OF OYSTER Y JNURY OMMENTS 0-0-0 REVISE PER TOWN OMMENTS TE MRH 9, 0 0-- REVISE PER LIENT L 0--0 REVISE PER LIENT JNURY, 0 "=0' S /LK. E dwg\finls\ 09 FR ETILS SHEET NO.: OF G:\projects\09\dwg\FINLS\09 FR ETILS.dwg, RINGE ETILS, /8/0 ::8 M, milani, WG To PF.pc, :

/Ø / Ø TOWN OF OYSTERY EPRTMENT OF WTER HYRNT THRUST LOK TYPE "" ON. GTE VLVE THRUST LOK TO () /" STEEL SHKLE ROS # ROS INTO ONRETE ( REQUIRE) TWO / Ø HOSE NOZZLES WTER MIN THRUST LOK TO ER ON UNISTURE SOIL ONE / Ø PUMPER NOZZLE HYRNT RIN (LER FROM THRUST LOK) FIRE HYRNT ETIL HYRNT SHLL ONFORM WITH LOL WTER ISTRIT N FIRE ISTRIT STNRS ST IRON VLVE O -/" FE OF SETION - LOOSE ROKS N GRVEL MTERILS N JOINTS EQUIVLENT TO WTER MIN STNRS OF ONSTRUTION N PRESSURE TESTE TO SSURE WTER TIGHTNESS PRIOR TO KFILLING '- OVER () THRUST LOK () /" STEEL SHKLE ROS " 0",,, " S REQUIRE.8", ", ", ", ", " S REQUIRE / " / /Ø OVER OPENING RING WTER OVER SERVIE O / / x / SLOT INSTLL SLEEVE WHERE REQUIRE Y ISTRIT. SIZE = x SERVIE IMETER ORP. STOP WTER MIN STOP WITH RO N O TPPING SLE ONTINUOUS TYPE "K" SOFT TEMPER OPPER TUING OMESTI WTER SERVIE ETIL '- TO WELLING 9 /, /, / S REQUIRE ", 0",,, S REQUIRE /" / 9 / I. ST IRON RING / TOP 0 /" I. OTTOM /" SE / I. " VLVE O MTERIL REQUIREMENTS FOR INSTLLTION OF WTER MINS:. LSS UTILE IRON WTER MIN PIPE (" N LRGER IMETER) - U.S. PIPE OR GRIFFIN MNUF.. TYPE "K" OPPER ON SERVIE LINES ( N SMLLER IMETER).. SOLI SLEEVES OUPLINGS (NO WRPROUN TYPES).. FULL OY FITTINGS (U.S.) MNUFTURER OR IF UNVILLE, LIGHTWEIGHT FITTINGS (U.S. MNUFTURER ONLY).. UNERGROUN LMPS.. TIE ROS.. U LUGS. 8. FOR UNI-FLNGE SERIES 00 PIPE RESTRINTS FOR UTILE IRON PIPE (IF PPLILE, REPLES #, N ). 9. POURE ONRETE THRUST LOK T LL PIPE ENS. 0. MUELLER (SUPER ENTURION) TYPE FIRE HYRNTS (NTIONL STNR THRE) OR LOW (EY) TYPE.. GTE VLVES (UNER WTER MIN SIZE) MUELLER OR LOW RESILIENT WEGE TYPE.. UTTERFLY VLVES (OVER WTER MIN SIZE) MUELLER OR LOW. INSTLLTION. WTER MINS N SERVIES SHLL E INSTLLE WITH MINIMUM '- OVER.. WTER MINS SHLL E HLORINTE S PER NSSU OUNTY HELTH EPRTMENT REQUIREMENTS.. WHERE THE PROPOSE WTER MIN IS TO E INSTLLE PRLLEL TO SNITRY OR STORM SEWER, WHENEVER POSSILE, IT SHLL E LI T LEST 0' HORIZONTLLY FROM SI SEWERS. WHERE THIS SEPRTION NNOT E MINTINE, THE OTTOM OF THE WTER MIN SHLL E INSTLLE T LEST OVE THE TOP OF THE SEWERS. LTERNTIVELY, IF THESE LERNES NNOT E MINTINE, OTH WTER N SEWER RE TO E ONSTRUTE OF MEHNIL JOINT ST IRON OR PV PRESSURE PIPE N PRESSURE TESTE TO SSURE WTER TIGHTNESS EFORE KFILLING.. WHERE THE PROPOSE WTER MIN IS TO PSS UNER STORM OR SNITRY SEWER, N SEPRTION SHLL E PROVIE N THE JOINTS IN THE WTER MIN SHLL E T LEST 0' EH SIE OF THE SEWER. EQUTE STRUTURL SUPPORT SHLL E PROVIE TO PREVENT SETTLEMENT OF SEWER PIPE.. UPON OMPLETION OF ONSTRUTION N EPTNE OF THE OMPLETE WORKS Y THE WTER ISTRIT, N ESEMENT SHLL E PROVIE TO THE ISTRIT ENOMPSSING LL WTER MINS N HYRNTS. TO ONTRTOR: PIPE SIZE " 0" # ROS SETION M. TEST PRESSURE 00 PSI E EN OR TEE / 0 90 EN 0 UNISTURE ERTH EN THRUST LOK ERING RE (SQURE FOOT) ERING RE OF LOKING ON UNISTURE ERTH - " EN / / / / WTER MIN OR WTER SERVIE N PRESSURE PIPE WTER MIN/SERVIE ROSSING ETIL. WTER MINS N SERVIES SHLL E LI T LEST 0 FEET HORIZONTLLY FROM NY EISTING OR PROPOSE SEWER MIN/HOUSE ONNETION OR RINGE PIPING. THE ISTNE SHLL E MESURE EGE TO EGE. SEWER MIN / HOUSE ONNETION OR RINGE PIPING. PRIOR TO ONSTRUTION, THE ONTRTOR IS RESPONSILE FOR THE LOTION, SIZE N ELEVTION OF LL UNERGROUN UTILITIES.. THE ONTRTOR SHLL VISIT THE SITE TO PERFORM N UNERTKE T HIS SOLE OST NY MESURES NEESSRY TO FMILIRIZE HIMSELF WITH LL LOL ONITIONS WHIH OUL FFET THE EEUTION OR OMPLETION OF THE WORK.. EPTNE OF THE ONTRT IS ERTIFITION Y THE ONTRTOR THT THESE S N THE PPROPRITE SPEIFITIONS RE OMPLETE N ORRET.. THE ONTRTOR SHLL E LILE N RESPONSILE FOR UNNTIIPTE ONITIONS, WORK, N OSTS SSOITE WITH THIS PROJET. UNERGROUN LMPS N TIE ROS TYP. POLLR #80-8 OR EQUIVLENT WTER MIN THRUST LOK ETIL MEHNIL JOINT UTILE IRON PIPE RINGE/ SNITRY SEWER U-LUGS LMPS TEMPERRY RISER P. SOLVENT WEL P TO RISER. ' - 0" PVEMENT FINISHE GRE FINISHE GRE SPRINKLER HE SWING JOINT OR FUNNY PIPE MIN / STREET EOW / SHEULE 80 NIPPLE. LENGTH S REQUIRE. SPRY HE PV TEE EN SPOOL PIEE WTER MIN OFFSET ETIL ONRETE THRUST LOKS, TYP. TIE ROS FULL LENGTH, TYP. OR UNERGROUN LMPS 90 EOW FOR NON-PRESSURIZE LTERL FOR MINLINE SLEEVE S SPEIFIE SLEEVE INSTLLTION ETIL LTERL TO E LOTE WITHIN OF OR WLK ' - 0" MIMUM ONRETE OR WLK / STREET EOW PV LTERL / LINE POP-UP SPRY HE ETIL IRRIGTION HE T OR WLK FUNNY PIPE / STREET EOW SWING JOINT SPIRL RE FITTINGS PV TEE PV LTERL / LINE FLE PIPE SWING JOINT / SHEULE 80 NIPPLE. LENGTH S REQUIRE. PV TEE PV LTERL / LINE HE TO LTERL PIPE ONNETIONS. LL MINLINES TO E INSTLLE N TESTE ORING TO JOHNS-MNVILLE INSTLLTION GUIE - WHIH SHLL E PRT OF THE INSTLLTION SPEIFITIONS.. LL TRENH EPTHS SHLL E S SHOWN ON S OR S SPEIFIE. THRUST LOK ETILS VRILE MIN PV MIN LINE ELETRI VLVE SSEMLY ELETRI VLVE VLVE O " LYER OF /" RUSHE STONE 0-8-0 REVISE PER TOWN OF OYSTER Y MRH, 0 OMMENTS 0--0 REVISE PER TOWN OF OYSTER Y FERURY, 0 OMMENTS 0-0-0 REVISE PER TOWN OF OYSTER Y JNURY OMMENTS 0-0-0 REVISE PER TOWN OMMENTS TE MRH 9, 0 0-- REVISE PER LIENT L 0--0 REVISE PER LIENT NO. TE: REVISIONS: Y: WLT WHITMN RO, MELVILLE, N.Y. PHONE () - F () - WWW.NELSONPOPE.OM PROJET NO.: 09 RWN Y: HEKE Y: TE: SLE: : RWING NO.: JNURY, 0 "=0' S /LK. E dwg\finls\ 09 FR ETILS SHEET NO.: OF G:\projects\09\dwg\FINLS\09 FR ETILS.dwg, WTER ETILS, /8/0 ::0 M, milani, WG To PF.pc, :

LL INVERTS TO E FINISHE WITH SMOOTH SURFE N SHELVES WITH ROUGHENE SURFE VRILE " M. INVERT PTTERN ONNETING PIPES WITH IFFERENT INVERT ELEVTIONS TYPIL MNHOLE INVERTS EFLETION NGLE PIPE INVERT FILL,000 PSI ONRETE INTERNL IMETER (I..) THE INTERNL IMETER VRIES FOR IFFERENT PIPE SIZES N NGLES. (SEE PREST MNHOLE SE SHEULE) ITIONL # RS EH FE -# RS TOP N OTTOM ROUN OPENING PIPE TOP SL - # RS FOUR WY TWO WY SW-UT N REMOVE THE TOP OF THE PIPE FTER INVERT FILL HS EEN URE (SEE NOTE ) NONSHRINK EPOY GROUT THREE WY FLUSH MNHOLE MNHOLE SE IMETER SHEULE (MINIMUM IMETER OF PREST MNHOLE SE REQUIRE FOR EFLETION NGLES N PIPE SIZES SHOWN) PIPE SIZE I.. IN INHES SL REINFORING TYPIL RER RRNGEMENT 8 0 8 0 R=(>)d (TYP.) =d MNHOLE SE IMETER I.. IN FEET EFLETION NGLES IN EGREES 0 - - 0-00 0-90 0-0 - 8 0-0 - TOP SL REINFORING OPTIONS. # RS @ E.W. TOP N OTTOM (TYP.). EQUIVLENT WELE WIRE MESH. x No. GUGE EPNE METL REINFOREMENT 0-9 - 0 8-90 8-9 - 8 8-9 0-88 - 0-9 - 00 9-0 88-9 80-90 89-00 0-8 9-90 KOR-N-SEL ETIL NTS ITEM RISER SSEMLY MORTR E LUMINUM HN GRIP TO E INSTLLE IN MNHOLES REQUIRING LER. HN GRIPS RE TO E PLE IN LINE WITH THE LERS. RIK / EMENT PLSTER /" PLYWOO PROTETION OVER WHEN ORERE Y THE ENGINEER '- S/S N TIGHTEN TO 0 FT. S. IN FIEL FLEILE MNHOLE SEL SSEMLY (TYPIL) "KOR-N-SEL" FLEILE SLEEVE OR PPROVE EQUL KOR-N-SEL PIPE ONNETION TO E USE S SHOWN ON THE. 0" (TYP.) # @ PLE RILLY " " 0 x R I. ITEM '- '- (OVERSIZE) '`-0" I. ('- I.) FOR OVERSIZE M.H. STING ' # RS @ # RS @ 0.8 I. MNHOLE STING -/ L. IMETER PREST MNHOLE ITEMS - N 9 VRIES SEE JOINT ETILS NEW MNHOLES " - M. SEE SL REINFORING THIS SHEET EISTING MNHOLES 0" M. MNNHOLE RREL JOINT ETIL TWO " I. PREFORME PLSTI SELING OMPOUNS (ONE ON EH ERING SURFE), TYPIL FOR EVERY JOINT. FOR WLL REINFORING SEE NOTE INVERT FILL,000 PSI ONRETE TOP SETIONS FOR LL MNHOLE SIZES RE IENTIL. TOP SL SEE NOTE No. WELE x - W W IMENSION "" - PY LIMIT FOR ITEM PLUS ITEM 9 PY LENGTH FOR ITEM 9 = IMENSION "" MINUS FEET.. No. STEEL SHLL E PLE ROUN LL PIPE OPENINGS.. PIPE OPENING FOR FLEILE MNHOLE SEL SSEMLIES SHLL E IN ORNE WITH THE MNUFTURERS REOMMENTIONS.. RE OF IRUMFERENTIL STEEL = 0.00 x I.. (IN INHES) OR 0. SQ. IN. PER L.F. (TYPIL) M. SPING IN I.. MNHOLE OR 0. SQ. IN. PER L.F. (TYPIL) M. SPING IN '-0" I.. MNHOLE.. NO LIFTING HOLES LLOWE.. THE MINIMUM PROTETIVE OVER OVER THE REINFORING SHLL E -/ INHES UNLESS SHOWN OTHERWISE.. THE ONTRTOR SHLL FURNISH ESIGN LULTIONS S SPEIFIE IN "SETION 080, MNHOLES" OF STNR SPEIFITIONS. PRT OF ITEM PREST MNHOLE ITEM 9 - ITIONL MNHOLE EPTH PRT OF ITEM PREST MNHOLE ORE RILL OPENING TO EISTING PIPE IRON OY FERRULE WITH RSS SREW PLUG ITEM LP PE GRVEL ITEM EISTING SNITRY SEWER ST IRON SLE (SELITE MOEL ES OR EQUL) FERNO OUPLING OR EQUL ITEM HOUSE ONNETION SSEMLY TPPE TO EISTING SNITRY SEWERS ITEM EOW TO OMPLEMENT WYE SLE ITEM (TYP.) ITEM LEN-OUT SSEMLY ITEM LEN-OUT OVER N STING SEE ETIL "" SEE ETIL "" ETR HEVY UTY ST IRON PIPE OR P.V..P. ETR HEVY UTY ST IRON PIPE OR P.V..P. FITTING PTOR OUPLING ITEM "T" ONE STOPPER N RUER RING " '-" PV ONRETE LEN-OUT P TYPIL HOUSE ONNETION WITH LEN-OUT ITEM ITEM 0 HOUSE ONNETION PIPE ITEM 0 NGLE 0 REUING WYE FITTING (ROTTE TO SUIT LINE N GRE OF HOUSE ONNETION) ITEM SETION - HOUSE ONNETION SSEMLY TO IMETER PIPE ITEM 0 TYPIL HOUSE ONNETION SSEMLIES EOW TO OMPLEMENT WYE x (REQ'. WHEN NOT IN ) PRE-PINTE ST IRON ELL N OVER " " LEN-OUT P,00 PSI ONRETE ITEM 8 ETIL "" FOR RESIENTIL HOUSE ONNETION IN LWN & GREN LOTIONS ETIL "" FOR HOUSE ONNETION IN LL PULI R. O. W.'S ",00 PSI ONRETE ITEM 8 NSSU OUNTY EPRTMENT OF PULI WORKS SNITRY SEWER (SUIVISIONS). THIS PROPERTY IS LOTE WITHIN THE NSSU OUNTY SEWER N STORM WTER RESOURES ISTRIT NO., SEWGE OLLETION SERVIE RE R.I... THE EVELOPER/ONTRTOR SHLL INSTLL THE SNITRY SEWERS IN ORNE WITH NPW STNR SPEIFITIONS N ETILS FOR THE ONSTRUTION OF SNITRY SEWERS, LTEST EITION 00, UNER PERMIT N/OR SEWER GREEMENT WITH THE OUNTY.. THE ONTRTOR SHLL NOTIFY THE EPRTMENT OF PULI WORKS MINIMUM OF () TWO WORKING YS PRIOR TO WORK INVOLVING NY SNITRY SEWER FILITIES. NOTIFITION IS TO E ME Y LLING ()-8. LL SUH WORK MUST E PERFORME IN THE PRESENE OF NSSU OUNTY INSPETOR.. THE HORIZONTL/VERTIL SEPRTION OF SEWER N RINGE PIPE, N WTER MINS/SERVIES SHLL MEET OR EEE THE REQUIREMENTS OUTLINE IN THE REOMMENE STNRS FOR SEWGE WORKS (TEN STTE STNRS), LTEST EITION.. WHERE SNITRY OR HOUSE ONNETION SEWERS ROSS OVER RINGE TRENH RE, THE SEWER SHLL E REPLE WITH UTILE IRON ETENING MINIMUM OF FIVE () FEET EH SIE OF THE ROSSING TO UNISTURE SOIL. THE SME REPLEMENT SHLL PPLY FOR SEWERS UNER RINGE TRENH RE WITHIN TWELVE () INHES LERNE, OTTOM OF RIN TO TOP OF SEWER.. LL PIPES, MNHOLES N PPURTENNES SHLL HVE THE OUNTY PPROVL STMP THEREON OR WRITTEN ERTIFITION EPTLE TO THE OUNTY EFORE THE MTERIL N E INSTLLE.. THE MINIMUM/MIMUM HEIGHT LIMITS FOR RIKWORK FOR NEW MNHOLES RE () FOUR INHES N () SITEEN INHES, RESPETIVELY. JUSTMENTS TO HIMNEY HEIGHT TO MEET THE LIMITS SHLL E Y LTERING THE PREST MNHOLE RREL. ITIONL REQUIREMENTS RE: ) ONLY ONRETE RIK WILL E USE FOR RIKWORK. ) THE MNHOLE FRME IS TO E SET IN PORTLN EMENT ONRETE. RIK MORTR WILL NOT E PERMITTE. ) THE MNHOLE OVERS MUST E T FINISHE STREET GRE. WRPING OR FETHERING OF THE PVEMENT TO MEET IMPROPERLY SET MNHOLES WILL NOT E PERMITTE. ) THE MNHOLES N OVERS MUST E LEN N FREE FROM LL RO PVING MTERILS N ERIS PRIOR TO PINTING THE STINGS. 8. LL ONNETIONS TO THE MNHOLES MUST E Y FLEILE RUER OOT. IF THE OOT IS NOT ST IN, OR THE MNHOLE IS EISTING, THE ONNETION MUST E Y THE KOR-N-SEL METHO. 9. THE ONTRTOR SHLL OMPLY WITH LL OSH REQUIREMENTS FOR ENTRY INTO ONFINE SPE WHENEVER IT IS NEESSRY FOR ONTRTOR'S EMPLOYEE TO ENTER NSSU OUNTY SNITRY SEWER MNHOLE. THE MINIMUM REQUIREMENTS THE ONTRTOR MUST OMPLY WITH RE: ) ONTRTOR ISSUE "ENTRY PERMIT" ) ONFINE SPE ENTRY MONITOR TO TEST FOR TOI, EPLOSIVE N OYGEN EFIIENT TMOSPHERE. ) ONFINE SPE RESUE N RETRIEVL EQUIPMENT. 0.THE ONTRTOR WILL NOT E PERMITTE TO WORK IN NSSU OUNTY SNITRY SEWER MNHOLE UNLESS HE OMPLIES WITH LL PPLILE OSH REQUIREMENTS.. THE SNITRY SEWER SERVIING THIS PROPERTY IS TO REMIN PRIVTE. MINTENNE N REPIRS RE THE SOLE RESPONSIILITY OF THE HOMEOWNERS.. THE OWNER/UILER SHLL SEURE THE SERVIES OF PROFESSIONL LIENSE IN THE STTE OF NEW YORK WITH EPERIENE IN THE FIEL OF SNITRY SEWER ONSTRUTION. THT ENGINEER WILL E REQUIRE TO ERTIFY TO THE OUNTY OF NSSU THT THE ONSTRUTION OF THE LINES N STRUTURES HS EEN INSPETE N INSTLLE IN ONFORMNE WITH THE STNRS N SPEIFITIONS OF NSSU OUNTY. THE ENGINEER SHLL FURNISH TWO () SETS OF ERTIFIE S-UILTS RWINGS.. LL SNITRY SEWER HOUSE ONNETIONS SHLL E () SI INH PV T MINIMUM OF %.. LL SNITRY LENOUTS, HOUSE ONNETIONS, ET. SHLL MEET NSSU OUNTY EPRTMENT OF PULI WORKS SNITRY SEWER STNRS. LENOUTS ON LINE SHLL E ' O.. MIMUM N T LL ENS GRETER THN EGREES. - # RS ITIONL (OTH SIES) RUSHE STONE OG HOUSE MNHOLE SE. FOR ONRETE THIKNESSES N REINFORING SEE MNHOLE ETILS. PLE ITIONL REINFORING S SHOWN.. THE EISTING PIPE SHLL NOT E ISTURE URING THE INSTLLTION OF THE MNHOLE SE. THE ONTRTOR SHLL SUPPORT THE EISTING PIPE WITH HNGERS PRIOR TO EVTION ELOW THE SPRING LINE OF THE PIPE.. THE ONTRTOR SHLL GROUT THE NNULR SPE ETWEEN THE MNHOLE WLLS N THE EISTING PIPE N THE OPENING IN THE OTTOM SL WITH NONSHRINK EPOY GROUT PRIOR TO THE PLEMENT OF THE ONRETE INVERT FILL.. THE ONTRTOR SHLL PLE N URE THE INVERT FILL PRIOR TO SW-UTTING N REMOVING THE TOP SETION OF THE EISTING PIPE. PREST SE - SEE MNHOLE ETILS RISER SSEMLY ITEM ITIONL RISER HT. (VRILE) ITEM RISER SSEMLY FOR TO IMETER PIPE TYPIL RISER SSEMLIES - EOWS REUING "T - FITTING" VRILE PVEMENT - % TYPIL-% NGLE TO SUIT HOUSE ONNETION S ORFERE Y THE ENGINEER ITEM PIPE SIZE S PER ELETRONI MRKER PROFILE OF TYPL HOUSE ONNETION. HOUSE ONNETIONS SHLL HVE MINIMUM OF 0' HORIZONTL LERNE FROM WTER MINS/SERVIES N MINIMUM VERTIL LERNE.. WHERE GROUN OVER OVER THE TOP OF OF THE HOUSE ONNETION IS LESS THN, THE HOUSE ONNETION SHLL E IP OR PVP. WTERTIGHT P OR PLUG 0-8-0 REVISE PER TOWN OF OYSTER Y MRH, 0 OMMENTS 0--0 REVISE PER TOWN OF OYSTER Y FERURY, 0 OMMENTS 0-0-0 REVISE PER TOWN OF OYSTER Y JNURY OMMENTS 0-0-0 REVISE PER TOWN OMMENTS TE MRH 9, 0 0-- REVISE PER LIENT L 0--0 REVISE PER LIENT NO. TE: REVISIONS: Y: WLT WHITMN RO, MELVILLE, N.Y. PHONE () - F () - WWW.NELSONPOPE.OM PROJET NO.: 09 RWN Y: HEKE Y: TE: SLE: : RWING NO.: JNURY, 0 "=0' S /LK. E dwg\finls\ 09 FR ETILS SHEET NO.: OF G:\projects\09\dwg\FINLS\09 FR ETILS.dwg, SN ETILS, /8/0 :: M, milani, WG To PF.pc, :

FLUSH, SMOOTH TRNSITION (SEE ESSILE ROUTE NOTE ) PVEMENT SIE FLRE, MIMUM 0.0% (SEE RMP NOTE ) (SEE ESSILE ROUTE ) ETETLE WRNING FIEL (SEE ESSILE ROUTE ) ETETLE WRNING FIEL SETION - RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% LNING T.0% M. IN NY IRETION (SEE RMP & ) ROSS (SEE ESSILE ROUTE ) RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% SIE FLRE, MIMUM 0.0% (SEE RMP NOTE ) FLUSH SMOOTH TRNSITION RMP ETIL TYPE - MI LOK ROSS FLUSH SMOOTH TRNSITION RMP ETIL TYPE -ORNER PVEMENT FLUSH, SMOOTH TRNSITION (SEE ESSILE ROUTE NOTE ) LNING,.0% M. IN NY IRETION (SEE RMP & ) '-0" MINIMUM N T LEST S WIE S THE LER WITH OF RMP (TYP.) RMP, ' MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% GRE REK (TYP.) / PRE-MOLE EPNSION JOINT (TYP.) LNING,.0% M. IN NY IRETION (SEE RMP & ) '-0" MINIMUM N T LEST S WIE S THE LER WITH OF RMP (TYP.) SIE FLRE, MIMUM 0.0% (SEE RMP NOTE ) RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% GRE REK (TYP.) / PRE-MOLE EPNSION JOINT (TYP.) SIE FLRE, MIMUM 0.0% (SEE RMP NOTE ) PVEMENT SETION - SETION - RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% PVEMENT '-0" MINIMUM N T LEST S WIE S THE LER WITH OF RMP (TYP.) (SEE ESSILE ROUTE ) LNING T.0% M. IN NY IRETION (SEE RMP & ) (SEE ESSILE ROUTE ) RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% ETETLE WRNING FIEL FLUSH, SMOOTH TRNSITION ETETLE WRNING FIEL LUE REFLETIVE PINT FLUSH SMOOTH TRNSITION RMP ETIL TYPE ROSS ROSS (SEE ESSILE ROUTE ) LNING MINIMUM T.0% M. IN NY IRETION (SEE RMP & ) (SEE ESSILE ROUTE ) LNING MIMUM.0% RMP ETIL TYPE LNING,.0% M. IN NY IRETION (SEE RMP & ) TING RE OR OTHER NON-WLKING SURFE LNING,.0% M. IN NY IRETION (SEE RMP & ) ROSS RMP (OPTIONL T K OF ) RMP '-0" MINIMUM N T LEST S WIE S THE LER WITH OF RMP (TYP.) (SEE ESSILE ROUTE ) GRE REK (TYP.) ROWY GRE REK (TYP.) MIMUM 8.% MIMUM.0% SETION - OUNTER ONITIONS ETIL THE OUNTER OF THE GUTTER OR STREET T THE FOOT OF RMP, LNING, OR LENE TRNSITION SHLL E.0% MIMUM. FLUSH SMOOTH TRNSITION RMP (TYP.) INTERNTIONL SYMOL OF ESSIILITY "RESERVE PRKING" SIGN (TYP.) (SEE ETILS) LNING RMP, '-0" MINIMUM WITH, N MIMUM 8.% N MIMUM ROSS.0% SORE MRK WRP RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% (TYP.) LNING,.0% M. IN NY IRETION (SEE RMP & ) "NO PRKING NY TIME" SIGN LNING SIE FLRES ONRETE (OPTIONL) PVEMENT INTERNTIONL SYMOL OF ESSIILITY "RESERVE PRKING" SIGN (TYP.) (SEE ETILS) FLUSH SMOOTH TRNSITION RMP FULL RMP WITH (SEE NOTE ) ETETLE WRNING T ETIL OMES (TYP.) (SEE NOTE ) (SEE NOTE ) SEE NOTE GRETER THN '-0" GRE REK RMP ETETLE WRNING PLEMENT FOR ETIL IF ISTNE FROM THE GRE REK T THE SE OF THE RMP TO THE RO IS GRETER THN '-0", ETETLE WRNINGS SHOUL E PLE LONG THE RIUS OF THE URVE S SHOWN IN THE OVE ETIL. '-0" OR LESS GRE REK RMP ETETLE WRNING PLEMENT FOR ETIL IF ISTNE FROM THE GRE REK T THE SE OF THE RMP TO THE RO IS '-0" OR LESS, ETETLE WRNINGS SHOUL E PLE ON THE RMP LONG THE OTTOM GRE REK WITH ONE ORNER " TO FROM THE FRONT OF THE OR EGE OF THE ROWYS S SHOWN IN THE OVE ETIL. OME (TYP.) (SEE NOTE ) / - / " / - / / EGE OF WRNING FIEL OME SPING /--/ / OME SETION " (TYP.) 0-0% OF SE IMETER GRE REK GRE REK. THE ETILS PROVIE RE NOT RWN TO SLE. THE QUNTITY OF OMES EPITE ON THE ETETLE WRNING FIEL (THE OMES N THE ENTIRE LEVEL SURFE) IS FOR ILLUSTRTION ONLY.. THE SIZE OF THE ETETLE WRNING FIEL SHLL E IN THE IRETION OF TRVEL N SHLL ETEN THE FULL WITH OF THE RMP OR FLUSH SURFE, ELUSIVE OF SIE FLRES.. THE ROWS OF OMES SHLL E LIGNE TO E PERPENIULR OR RIL TO THE GRE REK ETWEEN THE RMP LNING OR RMP N THE STREET.. WHERE OMES RE RRYE RILLY THEY MY IFFER IN OME IMETER N ENTER-TO-ENTER SPING WITHIN THE RNGES SHOWN IN THE ETILS.. THE ETETLE WRNING FIEL OLOR SHLL ONTRST VISULLY WITH JENT WLKING SURFES EITHER LIGHT-ON-RK OR RK-ON-LIGHT.. ETETLE WRNINGS SHLL E LOTE SO THT THE EGE (OR ON RMP TYPE T LEST ONE ORNER) OF THE WRNING FIEL NEREST TO THE ROWY IS " TO FROM THE FRONT OF THE OR THE EGE OF ROWY. / ETETLE WRNING ETILS ETETLE WRNING " TO PRKING SPE. ESSILE PRKING SPES SHLL E LOTE ON THE SHORTEST ESSILE ROUTES OF TRVEL FROM JENT PRKING TO N ESSILE UILING ENTRNE.. ESSILE PRKING SPES N ESS ISLES SHLL E T LEST NINETY-SI (9) INHES WIE. WHERE PRKING SPES N ESS ISLES RE MRKE WITH LINES, THE WITH MESUREMENTS SHLL E ME FROM ENTERLINE OF THE MRKINGS. WHERE PRKING SPES OR ESS ISLES RE NOT JENT TO NOTHER PRKING SPE OR ESS ISLES, MESUREMENTS SHLL E PERMITTE TO INLUE THE FULL WITH OF THE LINE EFINING THE PRKING SPE OR ESS ISLE.. PRKING ESS ISLES SHLL E PRT OF N ESSILE ROUTE TO THE UILING OR FILITY ENTRNE N SHLL OMPLY WITH PROVISIONS FOR ESSILE ROUTES. MRKE ROSSINGS SHLL E PROVIE WHERE THE ESSILE ROUTE MUST ROSS VEHIULR TRFFI LNES. WHERE POSSILE, IT IS PREFERLE THT THE ESSILE ROUTE NOT PSS EHIN PRKE VEHILES.. TWO () ESSILE PRKING SPES MY SHRE OMMON ESS ISLE.. ESS ISLES SHLL ETEN THE FULL LENGTH OF THE PRKING SPE THEY SERVE.. ESS ISLES SHLL E MRKE SO S TO ISOURGE PRKING IN THEM.. ESS ISLES SHLL NOT OVERLP THE VEHIULR WY. ESS ISLES SHLL E PERMITTE TO E PLE ON EITHER SIE OF THE PRKING SPE EEPT FOR NGLE VN PRKING SPES WHIH SHLL HVE ESS ISLES LOTE ON THE PSSENGER SIE OF THE PRKING SPES. 8. FLOOR SURFES OF PRKING SPES N ESS ISLES SERVING THEM SHLL E STLE, FIRM N SLIP RESISTNT. ESS ISLES SHLL E T THE SME LEVEL S THE PRKING SPES THEY SERVE. HNGES IN LEVEL RE NOT PERMITTE. 9. PRKING SPES N ESS ISLES SHLL E LEVEL WITH SURFE S NOT EEEING.0% IN LL IRETIONS. 0. PRKE VEHILE OVERHNGS SHLL NOT REUE THE REQUIRE LER WITH OF N ESSILE ROUTE.. PRKING SPES FOR VNS N ESS ISLES N VEHIULR ROUTES SERVING THEM SHLL PROVIE VERTIL LERNE OF NINETY-EIGHT (98) INHES MINIMUM. SIGNS SHLL E PROVIE T ENTRNES TO PRKING FILITIES INFORMING RIVERS OF LERNES N THE LOTION OF VN ESSILE PRKING SPES.. EH ESSILE PRKING SPE SHLL E PROVIE WITH SIGNGE ISPLYING THE INTERNTIONL SYMOL OF ESSIILITY. EH ESS ISLE SHLL E PROVIE WITH SIGNGE REING NO PRKING NYTIME". SIGNS SHLL E INSTLLE T LER HEIGHT OF ETWEEN SITY (0) INHES N EIGHTY-FOUR (8) INHES OVE GRE N SHLL NOT INTERFERE WITH N ESSILE ROUTE FROM N ESS ISLE. SIGNS LOTE WHERE THEY MY E HIT Y VEHILES EING PRKE SHLL E INSTLLE WITH OLLR PROTETION.. ESSILE PRKING SPE, ESS ISLE STRIPING, N INTERNTIONL SYMOL OF ESSIILITY SHLL E PINTE LUE. PSSENGER LOING ZONE. PSSENGER LOING ZONES SHLL PROVIE VEHIULR PULL-UP SPE NINETY-SI (9) INHES WIE MINIMUM N TWENTY (0) FEET LONG MINIMUM.. PSSENGER LOING ZONES SHLL PROVIE LERLY MRKE ESS ISLE THT IS SITY (0) INHES WIE MINIMUM N ETENS THE FULL LENGTH OF THE VEHILE PULL-UP SPE THEY SERVE.. ESS ISLE SHLL JOIN N ESSILE ROUTE N NOT OVERLP THE VEHIULR WY.. VEHILE PULL-UP SPES N ESS ISLES SERVING THEM SHLL E LEVEL WITH SURFE S NO EEEING.0% IN LL IRETIONS. ESS ISLES SHLL E T THE SME LEVEL S THE VEHILE PULL-UP SPE THEY SERVE. HNGES IN LEVEL RE NOT PERMITTE.. FLOOR SURFES OF VEHILE PULL-UP SPES N ESS ISLES SERVING THEM SHLL E STLE, FIRM N SLIP RESISTNT.. VEHILE PULL-UP SPES, ESS ISLES SERVING THEM N VEHIULR ROUTE FROM N ENTRNE TO THE PSSENGER LOING ZONE, N FROM THE PSSENGER LOING ZONE TO VEHIULR EIT SERVING THEM, SHLL PROVIE VERTIL LERNE OF ONE HUNRE FOURTEEN () INHES MINIMUM. ESSILE ENTRNE. ESSILE ENTRNES SHLL E PROVIE S REQUIRE Y G N NYS REQUIREMENTS.. ENTRNE OORS, OORWYS N GTES SHLL OMPLY WITH G N NYS REQUIREMENTS N SHLL E ON N ESSILE ROUTE. ESSIILITY GENERL. SPEIL TTENTION SHLL E GIVEN TO OMPLINE WITH THE MERINS WITH ISILITIES T STNRS FOR ESSILE ESIGN (G), UILING OE OF NEW YORK STTE (NYS), N PPLILE LOL LWS N REGULTIONS, LTEST EITIONS.. IT IS ESSENTIL THT ONTRTORS RE WRE OF THE SITE ESSIILITY REQUIREMENTS. HS EVELOPE THESE N ETILS TO SSURE THT ONTRTORS RE WRE OF THE REQUIREMENTS T THE POINT IN TIME WHEN THEY RE IING THE PROJET. IN ITION, HS ME POINT IN THESE N ETILS, S WELL S IN OUR RWINGS, TO PROVIE S / GRES N IMENSIONS THT OMPLY WITH THE G, NYS N PPLILE LOL LWS N REGULTIONS, LTEST EITIONS. IF THESE S / GRES N IMENSIONS RE NOT HIEVLE, THE ONTRTOR IS REQUIRE TO ONTT THE OWNER IMMEITELY N EFORE MOVING FORWR WITH THE WORK.. THE ONTRTOR SHLL NOTIFY IMMEITELY OF NY ONFLIT ETWEEN THESE N ETILS N OTHER PROJET RWINGS, WHETHER Y OR OTHERS. THE ONTRTOR SHLL NOT PROEE WITH THE WORK FOR WHIH THE LLEGE ONFLIT HS EEN ISOVERE UNTIL SUH LLEGE ONFLIT HS EEN RESOLVE. NO LIM SHLL E ME Y THE ONTRTOR FOR ELY MGES S RESULT OF RESOLUTION OF NY SUH ONFLIT(S).. THESE ESSIILITY N ETILS RE INTENE TO EPIT N IMENSIONL REQUIREMENTS ONLY. REFER TO, ING, N PVEMENT ETILS FOR ITIONL INFORMTION. ESSILE ROUTE. T LEST ONE ESSILE ROUTE SHLL E PROVIE WITHIN THE SITE FROM ESSILE PRKING SPES N ESSILE PSSENGER LOING ZONES; PULI STREETS OR S; N PULI TRNSPORTTION STOPS TO THE ESSILE UILING OR FILITY THEY SERVE.. T LEST ONE ESSILE ROUTE SHLL ONNET ESSILE UILINGS, ESSILE FILITIES, ESSILE ELEMENTS, N ESSILE SPES THT RE ON THE SME SITE.. WLKING SURFES SHLL HVE MIMUM OF.0% N MIMUM ROSS OF.0%.. NY WLKING SURFE WITH GRETER THN.0% IS RMP N SHLL OMPLY WITH THE GUIELINES FOR RMPS OR RMPS.. TRNSITIONS ETWEEN RMPS, WLKS, LNINGS, GUTTERS OR STREETS SHLL E FLUSH N FREE OF RUPT VERTIL HNGES (/ INH MIMUM VERTIL HNGE IN LEVEL).. FLOOR SURFES SHLL E STLE, FIRM N SLIP RESISTNT.. THE MINIMUM LER WITH SHLL E THIRTY-TWO () INHES FOR ROUTE SEGMENT LENGTH LESS THN TWENTY-FOUR () INHES. ONSEUTIVE SEGMENTS OF THIRTY-TWO () INHES IN WITH MUST E SEPRTE Y ROUTE SEGMENT FORTY-EIGHT (8) INHES MINIMUM IN LENGTH N THIRTY-SI () INHES MINIMUM IN WITH. 8. THE MINIMUM LER WITH SHLL E THIRTY-SI () INHES FOR ROUTE SEGMENT LENGTH GRETER THN TWENTY-FOUR () INHES. 9. WHERE N ESSILE ROUTE MKES 80 EGREE TURN ROUN N OJET THT IS LESS THN FORTY-EIGHT (8) INHES IN WITH, LER WITH SHLL E FORTY-TWO () INHES MINIMUM PPROHING THE TURN, FORTY-EIGHT (8) INHES MINIMUM URING THE TURN, N FORTY-TWO () INHES MINIMUM LEVING THE TURN. THE LER WITH PPROHING N LEVING THE TURN MY E THIRTY-SI () INHES MINIMUM WHEN THE LER WITH T THE TURN IS SITY (0) INHES MINIMUM. 0. N ESSILE ROUTE WITH LER WITH LESS THN SITY (0) INHES SHLL PROVIE PSSING SPES T INTERVLS OF TWO HUNRE (00) FEET MIMUM. PSSING SPES SHLL E EITHER SITY (0) INH MINIMUM Y SITY (0) INH MINIMUM SPE; OR N INTERSETION OF TWO () WLKING SURFES THT PROVIE OMPLINT T-SHPE TURNING SPE, PROVIE THE SE N RMS OF THE T-SHPE SPE ETEN FORTY-EIGHT (8) INHES MINIMUM EYON THE INTERSETION.. OORS, OORWYS N GTES THT RE PRT OF N ESSILE ROUTE SHLL OMPLY WITH G N NYS REQUIREMENTS.. IRETIONL SIGNGE INITING THE ROUTE TO THE NEREST ESSILE UILING ENTRNE SHLL E PROVIE T INESSILE UILING ENTRNES.. WHERE POSSILE, RINGE INLETS SHLL NOT E LOTE ON N ESSILE ROUTE. IN THE EVENT THT RINGE INLET MUST E LOTE ON N ESSILE ROUTE, THE GRTE SHLL OMPLY WITH G REQUIREMENTS. RMP. NY PRT OF N ESSILE ROUTE WITH GRETER THN % SHLL E ONSIERE RMP.. THE MIMUM FOR RMP SHLL E 8.% N THE MIMUM ROSS SHLL E.0%.. THE LER WITH OF RMP RUN SHLL E THIRTY-SI () INHES MINIMUM. WHERE HNRILS RE PROVIE ON THE RMP RUN, THE LER WITH SHLL E MESURE ETWEEN THE HNRILS.. THE RISE FOR NY RMP RUN SHLL E THIRTY (0) INHES MIMUM.. LNINGS SHLL E PROVIE T THE TOP N OTTOM OF RMPS. LNINGS SHLL HVE NOT STEEPER THN.0% IN NY IRETION. THE LNING LER WITH SHLL E T LEST S WIE S THE WIEST RMP RUN LEING TO THE LNING. THE LNING LER LENGTH SHLL E SITY (0) INHES LONG MINIMUM. RMPS THT HNGE IRETION ETWEEN RUNS T LNINGS SHLL HVE LER LNING OF SITY (0) INHES Y SITY (0) INHES MINIMUM.. RMP RUNS WITH RISE GRETER THN SI () INHES OR HORIZONTL PROJETION GRETER THN SEVENTY-TWO () INHES SHLL HVE HNRILS ON OTH SIES OMPLYING WITH G N NYS REQUIREMENTS.. FLOOR SURFES OF RMPS N LNINGS SHLL E STLE, FIRM N SLIP RESISTNT. 8. EGE PROTETION OMPLYING WITH G N NYS REQUIREMENTS SHLL E PROVIE ON EH SIE OF RMP RUNS N ON EH SIE OF RMP LNINGS. 9. WHERE OORWYS RE LOTE JENT TO RMP LNING, MNEUVERING LERNES REQUIRE Y G N NYS REQUIREMENTS SHLL E PERMITTE TO OVERLP THE REQUIRE LNING RE. WHERE OORS THT RE SUJET TO LOKING RE JENT TO RMP LNING, LNINGS SHLL E SIZE TO PROVIE OMPLINT TURNING SPE. RMP '-0" MINIMUM N T LEST S WIE S THE LER WITH OF RMP (TYP.) (SEE ESSILE ROUTE ) GRE REK (TYP.) RMP, '-0" MINIMUM WITH, MIMUM 8.% N MIMUM ROSS.0% "NO PRKING NYTIME" SIGN (MUT SIGN No. R-) ( x ) (TYPIL FOR ESS ISLE) TRNSITION FLUSH SMOOTH TRNSITION MINIMUM '-0" M. ROSS RMP ETIL TYPE '- OVE TO OTTOM OF SIGN INTERNTIONL SYMOL OF ESSIILITY "RESERVE PRKING" SIGN (MUT SIGN No. R-8) ( x ) (TYPIL FOR ESSILE PRKING SPE) "VN ESSILE" PRKING SPE SIGN (MUT SIGN No. R-8) ( x ) (TYPIL FOR ESSILE PRKING SPE) ONTINUOUS "U" HNNEL METL POST S MNUFTURE Y ESTERN METL OF ELMIR OR PPROVE EQUL. IMETER ONRETE SE ESSILE PRKING SPE N ESS ISLE SIGN ETIL LNING T.0% M. IN NY IRETION (SEE RMP & ) ETETLE WRNING FIEL WRP TO MEET PVEMENT,.0% M. "NO PRKING NYTIME" SIGN (MUT SIGN No. R-) ( x ) (TYPIL FOR ESS ISLE) " R'- R 0. INTERNTIONL SYMOL OF ESSIILITY PVEMENT MRKING ETIL '-0" M. I. STEEL PIPE (SH 80), ONRETE FILLE, WITH OPTIONL OLLR OVER IMETER ONRETE SE '- OVE TO OTTOM OF SIGN INTERNTIONL SYMOL OF ESSIILITY "RESERVE PRKING" SIGN (MUT SIGN No. R-8) ( x ) (TYPIL FOR ESSILE PRKING SPE) ONTINUOUS "U" HNNEL METL POST S MNUFTURE Y ESTERN METL OF ELMIR OR PPROVE EQUL MINIMUM '- "VN ESSILE" PRKING SPE SIGN (MUT SIGN No. R-8) ( x ) (TYPIL FOR ESSILE PRKING SPE) ESSILE PRKING SPE N ESS ISLE SIGN WITH OLLR ETIL SIGNS LOTE WHERE THEY MY E HIT Y VEHILES EING PRKE SHLL E INSTLLE WITH OLLR PROTETION. ESSILE PEESTRIN WLKWY RIVE ISLE WITH S PER S PER STNR STLL S PER INTERNTIONL SYMOL OF ESSIILITY TYPIL ESSILE STLL 8'-0" 8'-0" 8'-0" O.. STNR STLL " WIE INTERNTIONL LUE STRIPE (TYP.) TYPIL ESSILE PRKING LYOUT WIE INTERNTIONL LUE STRIPE T N ' O.. (TYP.) ONRETE. THE OVE ETIL IS INTENE TO PROVIE TYPIL ESSILE PRKING LYOUT. REFER TO FOR SPEIFI LYOUT OF ESSILE PRKING, ESS ISLE, RMP TYPES N LOTIONS, N ESSILE ROUTE.. LL PVEMENT MRKINGS SHLL REEIVE TWO OTS OF N PPROVE PINT N SHLL E PPLIE TO MINIMUM WET FILM THIKNESS OF MILS.. PVEMENT MRKINGS SHLL E PINTE S REQUIRE Y THE LOL OE OR SPEIFIE Y THE OWNER. OULE LINE STRIPPING IS REQUIRE WITHIN THE TOWNS OF OYSTER Y N HEMPSTE.. THE PVEMENT MRKINGS SHLL E MINTINE PERMNENTLY ON THE PVEMENT SURFE IN THE LYOUT SHOWN ON THE PPROVE.. THE WITH OF THE STLLS SHOWN SHLL E MESURE FROM THE ENTERLINE OF THE MRKINGS.. INTERNTIONL SYMOL OF ESSILITY "RESERVE PRKING" SIGNGE MY E PLE FOOT EHIN THE FE OF IF THE REQUIRE LER SPE EHIN THE SIGN IS PROVIE FOR THE ESSILE ROUTE. (SEE ESSILE ROUTE ). "NO PRKING ETWEEN SIGNS" SIGN (MUT SIGN No. LR-R ( x ) 90 TYPIL ESS ISLE S SHLL NOT EEE % IN NY IRETION FOR LL ESSILE PRKING SPES N ESS ISLES "NO PRKING ETWEEN SIGNS" SIGN (MUT SIGN No. LR-L) ( x ) LTERNTE ESS ISLE SIGN ETIL ESSILE PEESTRIN WLKWY " WIE WHITE STRIPE (TYP.) FOR NON-ESSILE SPES) S PER INTERNTIONL SYMOL OF ESSIILITY "RESERVE PRKING" SIGN (TYP.) (SEE ETILS) '- M. M. '- LIGN (TYP.) ESSILE ROUTE LER WITH ETIL RM SE 80 EGREE TURN RM 8'-0" 8'-0" 8'-0" LTERNTE ESS ISLE SIGN LOTION ETIL "NO PRKING ETWEEN SIGNS" SIGNGE SHLL E USE WHEN SINGLE "NO PRKING NYTIME" SIGN LOTE IN FRONT OF THE ESS ISLE WOUL INTERFERE WITH THE ESSILE ROUTE FROM THE ESS ISLE. '- '- < 80 EGREE TURN "NO PRKING ETWEEN SIGNS" SIGN INTERNTIONL SYMOL OF ESSIILITY "RESERVE PRKING" SIGN (TYP.) (SEE ETILS) ' SET K TO FE OF LIGN (TYP.) < 80 EGREE TURN ESSILE ROUTE LER WITH TURN ETIL NO. TE: REVISIONS: Y: P.E. SEL N SIGNTURE. THE MIMUM OF RMP SHLL E 8.% N THE MIMUM ROSS SHLL E.0%.. OUNTER S OF JOINING GUTTERS N RO SURFES IMMEITELY JENT TO THE RMP SHLL NOT E STEEPER THN %. THE JENT SURFES T TRNSITIONS T RMPS TO WLKS, GUTTERS N STREETS SHLL E T THE SME LEVEL.. THE LER WITH OF RMP SHLL E SITY (0) INHES MINIMUM, ELUSIVE OF FLRE SIES, IF PROVIE.. LNINGS SHLL E PROVIE T THE TOP OF RMPS. THE LER LENGTH OF THE LNING SHLL E THIRTY-SI () INHES MINIMUM. THE LER WITH OF THE LNING SHLL E T LEST S WIE S THE RMP, ELUING FLRE SIES, LEING TO THE LNING. LNINGS SHLL HVE NOT STEEPER THN % IN NY IRETION.. IF RMP IS LOTE WHERE PEESTRINS MUST WLK ROSS THE RMP, OR WHERE IT IS NOT PROTETE Y HNRILS OR GURRILS, IT SHLL HVE FLRE SIES.. WHERE PROVIE, RMP FLRES SHLL NOT EEE 0%. IF THE LER LENGTH OF THE LNING IS LESS THN FORTY-EIGHT (8) INHES THN THE OF THE FLRE SIES SHLL NOT EEE 8.%.. RMPS N THE FLRE SIES OF RMPS SHLL E LOTE SO THT THEY O NOT PROJET INTO VEHIULR TRFFI LNES, PRKING SPES OR PRKING ESS ISLES. S T MRKE ROSSINGS SHLL E WHOLLY ONTINE WITHIN THE MRKINGS, ELUING NY FLRE SIES. 8. RMPS SHLL E LOTE OR PROTETE TO PREVENT THEIR OSTRUTION Y PRKE VEHILES. 9. RMPS SHLL HVE TWENTY-FOUR () INH EEP ETETLE WRNING OMPLYING WITH G, ETENING THE FULL WITH OF THE RMP. REFER TO ETETLE WRNING ETILS N FOR PLEMENT, ORIENTTION N. 0. FLOOR SURFES OF RMPS SHLL E EEP GROOVE, ½ INH WIE Y ¼ INH EEP, ONE () INH ENTERS TRNSVERSE TO THE RMP.. WHERE PROVIE, STOP LINES SHLL E LOTE IN VNE OF RMP.. WHERE PROVIE, PEESTRIN TIVTE SIGNLS SHLL E LOTE JENT TO THE N NOT ON THE.. WHERE PROVIE, RINGE INLETS SHLL E LOTE UPSTREM OF RMPS N NOT IN THE RMP RE.. RMP TYPE N LOTION RE PER. 0-8-0 REVISE PER TOWN OF OYSTER Y MRH, 0 OMMENTS 0--0 REVISE PER TOWN OF OYSTER Y FERURY, 0 OMMENTS 0-0-0 REVISE PER TOWN OF OYSTER Y JNURY OMMENTS 0-0-0 REVISE PER TOWN OMMENTS TE MRH 9, 0 0-- REVISE PER LIENT L 0--0 REVISE PER LIENT WLT WHITMN RO, MELVILLE, N.Y. PHONE () - F () - WWW.NELSONPOPE.OM PROJET NO.: 09 RWN Y: HEKE Y: TE: SLE: : RWING NO.: JNURY, 0 "=0' S /LK. E dwg\finls\ 09 FR ETILS SHEET NO.: OF G:\projects\09\dwg\FINLS\09 FR ETILS.dwg, H ETLS, /8/0 :: M, milani, WG To PF.pc, :