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2003-250 ' _' •a. J MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR T & R, LLC DATED JANUARY 24, 2002 LAST REVISED APRIL 2002 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC GIRF 0SANITARY �? 30' wIDE S SCR EASE ►yEiyT - M N38'6 00�E � 170.71 ` sc IPF LANDS N/F OF LEGEND: MARY JANE CANALS OIPF = IRON PIPE FOUND \ ` 786/70 OIRF = IRON ROD FOUND SE= IRON RODiRON SET/TO BE SET ET ROD �cP UND 45,086 sq.ft. `LOT 21? ORI = UTILITY POLE r o• � Pl. 1.04 acres # LIGHT POLE 0 = TRAFFIC SIGNAL POLE s, = TRAFFIC SIGNAL BOX } �� P RKING r3er \ ` ® = SANITARY MANHOLE GB O ❑ = CATCH BASIN FIRE HYDRANT 'S M GAS VALVE \ ` \ 0 0 = CHAIN LINK FENCE i LOT 2A = WOOD STOCKADE FENCE 'o ``� o STEEL BOLLARD Q = SIGNS CONCRETE ` N BLOCK ASPHALT i S BUILDING SURFACE M _ G Z i ASPHALT 8 PARKING C.B. ❑ G.B. El I 92.99' 116,50' S35'34'00"1N - - r= 529 LA'FAvrTTE C.sr a STREET .: , 6 a el JU 26, 1052 Du 0ALS 'MAUTHW=ALMMIIM OR AOd M TO A IIIRrEL' - j` '+ �•� MAP WARM A UCFNSEo wID SURVEVM SM n A lABp Of a Survey made for Scale 1 .—SO ��L . NEW VOW STATE EW U MOAT"OF SECIM nft COM AW;pN��•OF 11� - - } V V VWYO0r16 MOM m ORICRW CrIft OLMEY - MM WM AN OWW KOFm WO SUIMWRS - SEA►SHALL BE COMM TO BE V"TRUE COHES.' - S t e v e ,"*'YN*aM"AIRD E ITTNE SUNNYSIDE PROPERTIES LLC s�` 1 E1�OS'Rm'ORE�W WW VA ASMAIM M'UI IE° - Land Surve ors LLC �, T A>�0sPWNM.Y Y m THE rEfesoN rat RMON IfE a�RerEr«;PRE►AREO.Ado 2 10-2q-03 FINAL SURVEY SHEET 1 OF I M W BOMF TO TW IRIS OOMPMY.OOVERN WAL - 169 Havfland Road Queensb AGDXY AM tDOW Wfl=nM UM HWON.AM Town of Queensbury, WeaTen County, New York ury, IumAxiaevormteaNeBm�mmMr 1- 5-14-03 UPDATE + ADD GERTIFIGATIONS New York 12804 T + R1LG j (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIP77ON DWG. NO. 02012-Iota C-685 ,. . .•. . _ _..u;--: ..��_-- •--- _ __----- _-___ ___-_.—_ —_-_____ - -- --- _ _ _ __ _ _ �` / LANDS N/F OF __� MARY JANE CANALE / 730/164 .. / ' J . , • , . � s j � (� r . ' \ . * `� `� • col / , •. •r. , . . . '1 _ • o �11 ,A AON/N 44 _- --- -" 1` _� • . ( Cem1`ISubstation'. -- i •• _ f- T JJ - r- I f • OUAK£A �K ���_w ^,- -.... 2D WIDE S _ --_-`r -_ � '•--- �' """"" — — _ ` ANITARY SEWER EASEMENT / '-----.._ %,: � ---- _..� � �r �� '�'► �_ — -- -.. TF�337.8ti' ,: SITE F cn .a. .a. �+ ... �_ — — _ — — — _ — _ 30 WIDE SANITARY SEWER EASEMENT %�! ••.�• 4 ' 0 �X 2° 0 \ EXISTING GhIAN •% it w r, T� REf� \\ \ \ J .randall Park i 7 ,'': \ ` x \ � ,J� eMp IPF \\ \ ', Cemetery �J 4) 8 y i .— 1 N N 1� N -- r �- D0571wIG CB \ ... \ .�` ��. Z 00 Z il U � .hr� ,,}� a w -A _ !, It \ y� \ - -1 14 ' 7 a 6 7 i POTENTIAL \ ♦ e 6�,' % , d Q O 9 0 { o�� - r u o PLtfIAtE I C� 1 11 N r: 1 s AY DRNEW �. 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I DUSTING CATCH BASIN ... ... \ I RIM 334.95 :.' .:..:..:.': ::..':::. ........... _......._ ........... ... .... ......... :::.: :::::::::. ::. ::.: ::::..::. :::::::::::::::::.: :. ::. ::::::.: :::::::::::::::::.:.::::. y q p I V 328.70 .. \ \ _ IN IN +� .. ::::::::::. ::::::. ::. .: ::. :::. .: ::.: :. . ..:::::._: .. .:::. :::::.:.::..........:..:..:::.....:......:::::::...:.::..::::::::::..::::::..::::.: ::.:...::::::::: do . _ ........... ........... ........... ......... INV OUT 328.63 .......... .... _..._..- v V2 \ C� v v ........ ............................................................................................................... .. ............ ............................................................................................................... 0 ::•.'.•:.•. ::'. •:.•. .' ... ............................ ............................................................................................................... \ q .. ... .. . 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INV IN 33208 S .... ... ...... !i; . ; = \ V.L I V W T 333 48 N •'.. , 15TIN6 WARREN TIRE . ::: :•:::•::•::•::•.•::•:::.::•: :•:.': :. ::.: :. :.............: i'ROP4 WARREN TIRE \ gP ; - \ \ J Y IL01 N6 b \ r A ..Ck•:::.: ::::::::::::.:: ( .' b 'JI' 1 .. G� - f� ( I. i .... ............. .............. .................... 1 i :: I° t ( 1 ;r i ::\: ............. .............. ............ .............. ................... __... .... ........ ................. .. .... 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Q �- �€ \ EIQNG CB l R , G I EwsTING ' - - I I: \ CIO sue"" - _ - - _ SANITARY SEWER G LIGHT �= r '�: _ v UGI1T \ END GM +I 0� i i _ — _ — � _ — _ _ I ,.. --MMj1.,,� _ CXISTNG .. ' =- -�= 9 G \ '�z3 - - - �TING2C CMPSTORM -- --.-- - - - - - - _^ - -- .- _ _ a - - . � �f I TT �` — —'_ — RIM 335.79 G : . �' TA R - , — T \ — - -- -- - W -- -- - .. _ ✓T� "_' ' _ �� INV 320.31 .,.... ... ... �arar.G. aaa �aa� _ _ _ \\ i � T - _ ---.� _ _ _ _ W _ — — _ — - W - -. _ -- '. `©=-- — -- _ -. _ _ ._ — _ . _ _ _ _ NCw i15PF1ALT TO MEIr I4 D�iTNG :::' CIF �. .� ._.�.� �..�a� CIRF ` 1 ,� -' — - w - — — . I ..._. — —-- ——— _ — SMOOTP�Y G CIA!!! STOP ,\ _ \ : - - W - - -- _ _ _ i-I �- -- .. _ _ � 8" GAS NNN ___. '. ,�� -�-- - w - — — — — _.•fX15 DaKW —— — _ _— oasm+c Ce — ._ _ G G . ____ - - - w __ - _ - -- - - \� I • — ——_'_ w - — __—— ( ;nv�31879''® TF�33224' Site StatlStlCS — ____ - - w � ._._ _ ` NORTB i r DF WATER CNN - - - w - THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY SCALE V' - 20' TAX MAP PARCEL - 302.6-1-58 _ �- ---- - - - - - - - w - - -- — - - - - w OF A RESOLUTION ADOPTED 6-03-03 BY THE PLANNING i ZONWGa HIGHWAY COMMERCIAL - MODERATE - 1 ACRE BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH I SITE AREAS 2.25 ACRES C98.037 sf� �- "" -- — � _ THE FOLLOWING CONDITIONS Dates Apr 15, ZOOa EXISTING LOT 54.339 of. MERGED WITH 43,G98 of LOT � o 1. THE APPLICANT WILL SUBMIT SITE PLANS UPDATED TOE MAY 30, 2003 SHOWING THAT C.T. MALE AND TOWN 1. May K 2003 E 43 WASTEWATER DEPARTMENT CONCERNS HAVE BEEN MET. To SITE UTILIZATION BUILDING SETBACKS EXISTING PROPOSED TOTAL REQURED EXISTING PROPOSED From G.T�MJs = qZ FRONT, 50' 592' 53.0' �" X �' 2. PROOF THAT THE LOTS, AS PART OF THIS SITE PLAN, BUILDING AREA, G.313 of G.3GO of 12.G73 of 12. NUTZA P44 WILL BE MERGED. PAVEMENTSa 25.454 of 20.504 of 45.958 of - 46.9Z SIDE CWEST), 25' 37.9' 37.9' " INT v MGM TO TOP PERMEABLE AREAS 22.572 of 1G.834 of 39.4OG of - 40.2Z C30Z MIN. REQUIRED) 510E CEAST�' 25' 28.7' 50,0' 3. THE ACCESS AREA WILL BE RELOCATED SLIGHTLY TO THE REp,R, 25' 140.76' 82.48' WEST TO LINE UP WITH THE PROPOSED DRIVE ISLE TO NOn� BE BUILT BEHIND THE NEW WARREN 11RE BUILDING. PROPOSED PARKING GALL BEFORE YOU DIG UFPO EXISTING PARKING - 23 SPACES UNDERGROUND FA Ams j" PROPOSED NEW PARKING = 17 SPACES PROTECTIVE ORGANIZATION S P — 1 BASED ON 2 + 2 par BAY CGS - 14 + 2OZ = 17 48 "OL tS NO162 ' 2 HANDICAPPED ACCESSIBLE SPACES PROVIDED 48 YOURS NOTICE REQUIRED ZONING ADMINISTRATOR DATE >3FfET 1 OF S � ,.. LANDS N/F OF � � •--- _` \` MARY JANE CANALS 730/164 Sao -. T'"" `' '--- •,,, _ _ _ _ 20' WIDE SANITARY SEWER EASEMENT � s "' � - _ _ 86 go r . W ... _ ... .. _.. O :.. -• . --- " - -�.. ,. �.. .. .�, � •..,1-- _ • 30' A/ E SANITA - • -._ ... ._ ', 1, � � w �.- - . _. -Q-- EWER � ,s_ -- -- -• _,. EASEMENT :.•�� � OWING CB > ! ✓ `1. I _ i. j ; �" ._._ •'""` _-•.- ..... -.._ .,.,,, ,,,,,_ �'� � � - - --Z•--x.,�e •JTa'E .. ••.:'.::':.'.::�.:'.:::.::':'.'. ` �`• 33s} Lj dl 1p W. 11te"c" f, f !' d\ u• ; %p .11. ; .F r X 5T NG ! t.. t :a.. a 1 1: c 1 fit' .7 \ ,, i 'H" NG�lJ L1� •tt'. •1 T� BASIN ISTINO cA �:�:�:�:�::• 42 \ .4 EX .r \ 01 . :•:�itLb.. t C d. RN 334.95 .1' r \ q ��f r: O t s - 70 a IN 3 sl s,INV 28. 1) •:�,. ..�:�:.�::'.:.. Ht• ,1 t INV OUT 32S 6S - _ „.... . ._. . . .. ... .......... t ; +t ..............:::::::::::::::::: ::::::.. u s 1 a r �:�1? a v , .. ....... ! t. 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MARY JANE CANALE - r s I '- , Q o: . .... ........ I� NH t AS�W.T'As REQ'D -::':.: \... ::::.: _ ... 15TIN6 BU - EX . , „� • RIM 335.98 I 3�q.- f. ? , TO�f�E!'D INf1H '� �..... - -- -.............. INV T 333.48 -'- XISTINC� INA�RREN TIRE J .:. ... _ �,, , ; ::. .. . . .t�:��:.� �:�:�:�:�:�::.::':::�:.�:.......:._.• PR�PQSED V�IARREN TIRE ..... -.... _ bNO 1 f ? . ...- ...... \ .................... .................... , I ;1 .0 I .33" ......... . R � \ t r \ , - T I t 4.•. \ 1� i r i rU1N .n t 1�1 V ................................. ........... ................ ... ,1 � X t i b— 8JhY5 i nGT 'JERNIfR r .................. _.. ............. .......... . ......................... I �r :t. \ t� t r. : ..................... .......... ...... ................. a.. ...................... ... 1 Fr axc .. \ I f I I W II 1 ` 5 \ { G. i; i . '.L' Z \ I .......... t .......................................... ....................:........ .. ... .. .. ... ... ... ... .. .. .. _- ... ................. ............ . \ s� r •t , „ t; •I � t: .1 I \ �i 9 \ O , ! i; , t _ .. E' i t. •t I — �; - \i� i' 'i fi !; f ii GONG. WALK ii �. .3x \ ; t (i I ,r B J ti if A f t •a •a 1i ; f \ t �� t �t Y V i 1 •�' i V f. ::. .......... ...,...... . .......... .............................................................. l •1 \ PARtQiG LOT \ :... Ar.+PMN. i....... :.':�...•::.':....':::':.'.'..':.::. ::. :::.: ::::.\................ ........... t O . ... .......... ............. ..... ..._ . �.:- .: ....:. :.'. . . ::. ........... ... �7 > '.51ilItALT AS 1�OQ>D �� .:�:::::•::':�•��:;�:�:��:�:�•�:�: �:::�:�::���:.:'::.�::::::.�::.-:. �. � � •TO::aIRn:�:•111�f -s .,•. -,._ I \\ MAINTAIN � % 6 a.' .`�° -�� !' •.�, r ,. .. '�: :•r.•.� AN 3' IA11 COVER !!.': 1 \ ... ,. -•► r. , , .!.. . ::_. �.. '.:.:.. : , OVER .. ....-� . ..l:.......... ... ....... .. . .. . . .. ... !<.•:::.•::..,, . ::'•....,::. ... .. :... •..T' SEWER 6ATER�AL \ DUSTING CATCH BASIN r ..: !. , - .... ... ... .... .... .. .. ,. . ......p.. . .. ...a. ! ... . .. ... . ..::'. . .. : �- INV W 32es.66 � V ... .. y .• I/y hm at IGZ , IIIV OUT 326.8 �. tt t. .... ....•• ., v... .:: I. }'. �..:.....:�' �; q•ti., 5 1 I 33GZ- tt r. ......... .... ..... rr........... ......... ,... ... . ... .. ...., .::'.' ?,} i :: :.:::: ,.. .. ,• NEW INV IN 3 0 TG 3'a6,5' .._... ..._.t, ... ..a,. �J'� � :i'.�it��t :;•,. L��� .,�.......... •.'�• .;Y.:.::�•.:;.?..' X 2' T --._.....,,� 1• aC 33p•4 .. : . .. �., ,..::^« ----, �iiMKi� ,�.,y-y��,...........r ' �, 2' S CPE 1'{• 1� W. 7Mfy�r _. tNVle DIP SANITARY SEWER G � '`. -'- .,,_, ,,,_ .:��' " .:•�:'. N1(•OUT �J1.D .*• W - -. .-. ._,., •�- � TT� S —'"" —— _ ` -- -.. _„ _, � ,' NV�0.3 .... � ����. wR T/IRR - �' ��. � . — - ♦a�4s � : - 2' STOW _ ,_ _ — �• ©_ - - ta[1�r � ..... 1 z K. Ttt!lIIC�1 � .� aaF - � � � .,��.� ar:F \ - w _ -.,. _ — _ _ ' _ - w - — _ — _ I - .,� � "- — — _..... ...,. -_ _ _ ._.. _ _-- --�, ,. —— `�S—� A'IRIALT TO � �� �OTI'ILY __ G �� -`.. T -- � ' _ �,` Eta SECTION ' •, •" _.`_ W - _ _ — ...I _' .' �_ `� ��Y_ _... �—-..� ~ 8" GAS MAIN MV 3325 — ,:� ram ' — � _ _ — _ _ _ -- - w � - - --' - _,. - w - -- --�=�-' _ I — - ~~ - '-"®TF-33z.z4' -- NORTH w '� --- — — 1 — _ _ '\ INV=318.79'T _ a•. pIpWATERYAW w - - - ._ - - -- - w ` - - -- -- w - - - - - - - - w - =- _ - W SCAM V = 20' Erosion and Sediment Control Notes Site Notes + I. DURING EARTHWORK PHASES. SEDIMENT TRAPS CHAP BALE DAMS ♦ L EVIDENCE OF EXISTING UTUT�S IS INDICATED FOR THE ���� �� SEDIMENT CONTOL FENCING SHALL BE INSTALLED N DRAINAGE SWALES AND AS LEID CONVENIENCE F THE CONTRACTOR. R IS THE 501.E RESPON518LIYT -�_ INDICATED ON 5H EET SP-3 THE STORMWATER POLLUTION PREVENTION PLAN. OF THE CONTRACTOR TO COORDINATE THE fN:LD LOCATION Of - -_ _ � qy 2. AFTER EVERY STORM THE SEDIMENT TRAPS ALL UTILITIES WITH THE UTILITY OWNERS. 1 Rm��ZA09 SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES 2• IT IS THE RESPONSDLITY OF THE CONTRACTOR TO PROTECT From d To CantMnb 5HALL BE CORRECTED WITHIN 24 HOURS. ALL EXISTING UTLITieS FROM DAMAGE DURING EXCAVATION. GRADING From GTE 9Y bl 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AND GONSTRUCTI4NL NUT AT OF HYDRANT G ARROW y WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION. 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS TOP OF HYDRANT ELEV. - 334.43' 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GLOELNES MATERIAL OFF OF THE PROJECT SITE N A LEGAL MAPNy M CALL GE FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE f±T'PRE GALL BEFORE YOU DIG UFPO STATE CHAPTER OF THE SOL AND WATER CONSERVATION SOCIETY. 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRAMS UNDERGRUND FACILITIES 5. NO SLOPE 51tALL EXCEED 3 feat HORIZONTAL TO 1 foot VERTICAL. OF �' NEW WORK N THE FIELD PRIOR TO STARTING WORK. PROTECTIVE ORGANIZATION ANY DISCREPANCIES OR QUESTIONS SHOULD BE I�IEDIATELY 1-800-962-7g62 6. COMPLY WITH SHEET 5P-3 THE STORMWATER POLLUTION PREVENTION PLAN. BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION 48 HOURS NOTICE REGIURED BEFORE PROCEEDING WITH THE WORK• S P�' 2 0*3T2M5 - " -' -- �- 20' wIDE SANITARY SEWER EASEMENT j / I ^�� �� -__ -\ �t ,` CONSTRUCiTION SEQUENGIN& _ _ -- i -. _ // _ / g, �� 1. STAKE THE GRADING LIr1T5. BUILDING. CATCH BASINS AND INSTALL / _ ! -- ....�...,. ,.., �_ _" -- - _ / --"`` ____ THE SEDIME }, • ' �,....... ... .,. �"'r .� 337.ee' � tt 1 NT CONTROL FEND - / - � �- .-� �+�!+�.w.r, �. ...,_. __' __ ,_. S WlOE SANITARY SEWER - \ USE THE EXISTING DRIVEWAY FOR THE CONSTRUCTION ENTRANCE. r -_ .... RF -- __ _ 30 EASEMENT t _ __. _. "��-~ r - ' - "'37._ " " -- ` 3. CLEAR THE 51TE WIATHN THE -'- ..._ ._ ..._. _ -- ,_. GRADING LINT L.ItE. REMOVE ALL / �.'�' r i _ _ j �\ `♦ ... - �'- -~-- _ � _ ,t EXISTING PAVEMENt. FOUN1DAtiONS AND DEBRIS FROM THE SITE. - - '-"�`" = _ , \ y 4. STRP TOPSOIL FROM AREAS TO BE GRADED AND STOCKPILE. ' �:• - :l ` r _ __ .__ - __ '- TFe337.96'1 \ \, \ i f .• .-� ... �"• -' 'ti 5. CONSTRUCT THE DETENTION BASIN IMMEDIATELY WHILE BULDNG - ^ . - _ .._..,_ _T - \\ \\ \ FOUNDATIONS ARE BEING CONSTRUCTED. PROTECT EXISTING CAT ' - �_-___ "' \\ \\ �. BASINS BY WRAPPING mE GRATES WIAm FILTER FABRIC AND NSTALLNG 340 / :J'' 1 k (r - '" `� 3r, Ief \\ \ ',.� MAY BALE DAMS AROUND GRATES TO CONTROL SEDMT. • / * '1 3 '-. 336 ---�� -�_ - - _____ y 11; r / � `��\ ` �� 1. ` � HAY DALE DAM - ` 1 \\ ` 6• INSTALL NEW CATCH BASKS. STORMWATER PRIG AND TAPS INTO *ea�,� - 'I ~� "I �`\ aasTING ce�`'. , -1. � _ - .-__... -_.- .. ..._ -- __ - - _. _._. .... .._.. ....._ - .- - - :. ` HAY BALf GAMS!AS INDICATED RAND ASN RE( UIRE DYG F�IL`L�O.GONDCTIONS 't '��� ._ , i r I 1-... ✓ / \ tw 333 HAY SALE pAM _ \ \` --- - -_ _ \ � TO PREVENT EROSION AND TO PREVENT SEDIMENT FORM ENTERING �, _ - :® _.' THE CATCH BASINS. `� �+ c t i`\ �,' ; "" -- - - ---- �,M TEhPt1RARS, 5ED1'ENt TRAP _ ♦ �f 1 7. COMPLETE FINAL GRADING OF TIDE BASINS TO ACCEPT RUNOFF FROM \ la ,. �\ NTION Y '� BASIN i \ �" o{ -- .. _ ___ __ \ THE CONSTRUCTION 51TE AND TO PROVIDE A 5EDN�NT TRAP. INSTALL I r K NOTE•�'1ANTAN" 7A MNI'UM OF ..._._... 1.000 1 :_... •._:: A MI�MUM OF 4" OF TOPSOIL ON SLOPED POR o O i r . . "M VOL1JhE F - SEDItNf-5 _ TIONS OF THE BASIN. .q • I -- ::.•. ..:. -. .::.'. _.... .` `_..._.,.. OF TflRAGb- _.... .. . a ._ ,\, MULCH t0 STABILIZE DIST ��b -tj -337 - ;_....: URBED AREAS A5 r ..... ..,.. ............. ... -.;. * STIN / _ . : :. Flo �S EXI G - s oNAs Pa _ - - 1 _� _ ... .. �. ,, \ \ $UI1.nING '. (STING CATCH N ... "' ..�j....'-.::-.'.: :: : `. . � TABUSII SUBGRADE ELEVATION / lac eAsl _ ... .............................. ...1...... .... ..........._. . ......:. .... .:.._.. . ... ....... \ 5 A5 REQUITED USING ` 8 ES 1A�fLL 1 t R Y 4.9 33 S DRAKE D A :., GR VEIL FI.I.. v 3 .� \ IN IN 8 0 2 .. - \ t v r -_ ... IN W 32&85 _ . .. \ , _.. . -..; '. 9. WHEN BUILDING CONSTRUCTION ALLO S ` W COMPLETE GRADING. s36-... _. i -. 0 ...., \ IN5T ALL T \ OPS OL SEED AND MULCH ALL LAWN A ARE 5. N o 5T \ ALL -� ... I. . - ao t i U i \ , � N ��� . N _-_ .� . WHEN LAWN S .. . ... . ... ... t 10 AREA ARE ESTABLISHED. REMOVE ALL G •. AREA'.OF \ OLLECTE ® D r _. (STING. DEBRIS. REMO YE _.... ..... ... .... .... ... THE H . ... _... i z -__. .. .. \ BALES AND SEDIMENT z _ . ..P V�NI AND AY _ as _. :, \ \ ONTROL FENGf AND DI5P0 o .. . %'. . ... t A LEGAL MANNER. O _ qwP SEED \ G SE OF `�. t N VIER , s �; T �: / \ 3 I ARE 5 WHERE LAWN 15 NOT ST E ABUSH D �n - E � " -^" IX- -- TER. - _ AND 7 1 1 G r - , a� N I ..� - \\ _ o i �� , r \` C!) Cf• r i 7 3 O �. S �" 7 r d \: d i d s �Qp •t ¢.. - i \ 'd t _ :� i e •�;� S t Ar e 5 New G s on s u tr c io r �.. �MP� \ \ t n s U I _:. r 1. x� \ a . / 1 BUILDING ARE A: 6 .360 � � / ASPH t ti� ALTO / \ m �.. t tj ...... .................:.. ...................... ..................... .......... .rT.. ...-...�1. ........... ..,. .... . \ 1 / .��_ LIrITS OF PAVEMENTS � w 20.504 .� � SF i. \ a i' P . ....... ... ......... . :. .... ...... .:. .... .... .... ..... ... . . ... .. ...... ii TOT ..r 4 . ... ..... - . �\ -..... \ \ AL AREA OF DISTURBANGE� 4 495 a� : .. _ _ . ..�• \ 4 5F 1.14 ACRES .do 0 / _. ,�_ _ . / \ 1 : . •�/ \ .. •,.., C!2 1.. *v r a a i / �j. a � \ o0 0 :% 8 / _ 3� o: \ \ Q. odr- 1M•I` \ ! a�o RF ,_ �. srnJc \ v, .� ` \ V - 3 \ , f . / \ a 4" C C A t \ TER ,.- ._,,, . - a r 0 / m _ \ _ _... _.. �: \ a > � v �. o a \ a \ k: - �::' \ \ \ \ j �-r x s to x .� \ at _ v a z - \ \ .- •.. \ rn _ of rn f 1 r o> ', \ rIoueli: \ z y I: `� _ \ i I \ �. I , r \- \ i ! I, 1 .. \ \ - \ f It LAND SN F t \ OF �. _. 4` PVC r l - SEDIENT ; \ c� \ I, �i` -. t ; , �!' t , \ MIRY JANE CANALS I,: \: S \ of i' \. i ! \ 7 86 7 4 i �t - \ \ / UILI�IN6 1 1 XI TING 8 1 : FENCE \ 5 NFi \ r i r : ., f _ _ \ \ , i RIM 335.98 i+ \ ,. \ \ i t INV IN 332.48 i i `\`. .. - \ \ . - \ 1 `' INV OUT.-333.48 '° - _ - \ \ 1 \` � IS. ING �I l`: \ \ �f WARREN T RE PREP \ -•�• SE�7 WAcRRE I .`�� Q N T RE \ � 1 :t Sr lIIY iLDINb b,�319 9F , �. \ \ '' i °a \ b 5F \ .� \ z :' X.: . 'I' \ `, \ \ I ! ; \= "t AREA of , 1 i :i \ \ \ i - \ \ � �1 .: s` s + 't I i I+ i \ \ s I.` :r +� ir, \ �� 1. �" \ r , !'• nn t i'. 0- i i I .i \ \ t i 1 P i + \ \ I t t' -� \ \ ! �.. - b 3�VIGE Y5 of \ 8A \' 4 'i. ? , I r \ \ �� \ o. . �: \ '.` ; #: b'. �,. ` \. 1 r. 1 >�-, -t..r ,.. O i \ i 1 I �. \` �; \ F- �, N t \ F f f 0 t �: o ! t / ►� i ae ; .i _ / \ \ l _ �. \ \ !` .\ / . \ \ . �r L / \ / i �P Y \ t VEMEN 1. .. �y� / \ .� , J' i t / n 1 •+.+v.7 / ii� rlNc. \ / 9 v / I �' f.: s ^r:. / n 1� � \ 1 \ i \ I I r 1 f!:' I \ r z s r OT LxtsTNG: �''. \ P G L ....� ARKIN I ..;' t \ �" O a T: �.. 4 A r 1 1 1 •r :: \ �S -t-� 5 :V^ W ti �� { ! /.. l� tC .'. _ D wti- \ n` \ i `1 t W _.- . .... ..._... . .. ... . .. t 1 , \. \ t i 1' �� f� _..t _ \ 1 _ i E I _ :s TiNc .ca - .-I. go 1 s \ \ �' o 0 l 5 c Ewsxc-.AsrrrALT - "'W 1 H .I ! c ----- _ 1 DErEN Y TION BA A T �' SN ----._ .Q 1E USES - G TEMP T EIa�Tu+ '-�e" ORARY i0N SEDI`ENT - oI� coi�is�uc TRAP 1 1 2" � , _ � 1 -• -; e" 0if' SANI7 G - - �. -" �` "- -- -- -`---336- - - _ - ACC 55 r NOTES MANTAN A MNM�1 OF 800 Gi` MAY DAIl AAM \ A , - � p� �"" _ AIRY SEWER G j - 1% ----__ ti - ". -~ -- _ _ ! "` "'..,�+ .. .,,.. 1�-„ `` J _ .y'� OF VOLUME FOR SEDIMENT STORAGE __ , -� 24• qAP'T i -_ i i /: .- _ \ ,.'-,--_.. ..- -- _ ' +�'�1+�� �� �r - .- _.336 ✓ -� _ - - - - EIO$l1�IG 24 CIAP STORIA _ - - - - ` t�I t _ _ _ W _ _ _. f RIM335.79 �r _ _ � \- - _ - - _ - - - - - - - - - - _.. ; - -'`` -- - _ __ - -- _j INV 320.31 ��` � .-.-�r art, .�►. i --�,��' CIO - _ \ l� ` - ♦ S 'fir __ - - W _ i - --- -- --- _.,.,_.- _-. - , t733- ICW TO h(PT EX$TNG + t �4) - .� _ A` igLT � " - - -- -- -- -- _ I " �` _ _ _ 5F1p t '-- OTHLY G I SEDIMENT CONTROL FEENCE \ w __ _ _ -� �- ~ - T _ "- - G 6" GAS MAN t \ k 1 � � � ii� _. _ W - - _ � DRN[WAY - -- __ -. - DOSTING G 33 0 CB . .- - _ _ w - _ - W _ �-�•�-.. '3,p '" L 8_'' DIP WATER MAIN \tn� _- _ ` - r L ` ' -- - 4- G - ,.- 1� Y W _ - - r ss l - - \ z _�__._.r--- i' w - _ _ --- - - _ _ �--.- "' ` --•sue--' _` ' _ W •-" -`-_ - - -- .-.._ - _ - \ INV=31O8.79'_332.24'w _ - � � � � -- _ -- - - W - - - - - W - - - - - - - - W - i� _` '- t , LENGTH YAWS SEE PLAN _ -333 .. _ _ i ♦. - - -334 .. ❑ ❑ ❑ ❑ ❑ ❑ STABILIZATION SAP.P.P. REQUIREMENTS _ 1. THE CONTRACTOR 511J1LL NITIATE STABILIZATION MEASURES AS 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN SOON AS PRACTICABLE IN PORTIONS OF TIME SITE WHERE THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF Id PLM ACTIVITIES HAVE TET'POItWLY OR PERMAENTLT CEASED. BUT THE SWPPP AND REQUIREMENTS OF mE NYS DEC SPDES GENERAL PERMIT FOR N NO CASE MORE THAN 14 DAYS. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. a 2. THE CONTRACTOR 15 RESPONSBLE TO COMPLY WITH THE TERMS NORTH 2. STABILIZATION OF GRi►S5 AREAS NCL.�JDES HYR05EEDING USING SCALE i" 20' (L SWALE 2"�3' STAKES TAC.KM ON SLOPES OVER 5•1 OR SEEDING AND NSTALLNG OF � NY5 DEG SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES GERTIPIGATION STATEMENT OVERLAP ENDS 3G" FENCE POST. 10' oc MAX A GONTNIJOUS COVER CIF STRAW MULCH WAtQtED INTO f'I.AGE. FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPES OF THE GENERAL PERMIT TO BE 51GNED BY CONTACTOR PERFORMING THE 51TE CONSTRUCTION BAIxD MAY OR STRAW DRIVEN 16" MN INTO GROUND ARE AVAILABLE BY CALLING DEC C518) 402-8109. 3. A NOTICE OF INTENT CNOD MUST BE SUBMITTED TO DEC PRIOR TO NITIATNG WORK. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO Date~AW A 2= COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE FINISHED N SILT STOP FABRIC CONSTRUCTION SITE IDENTIIEU N 5 1 SWPPP A5 A CONDITION OF ItOw EMBED 6" MN IN BRouND MAINTENIA> E 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS SP-1 - 5P-5 AND mE Revle�ons I S70RMWATER REP AUTHORIzATtoN i' I i i , 1'' I _ UND15TUR15ED GROUND 1. SEDIMENT SMALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY 5. PRIOR TO �� T OF CONSTRUCTION. THE CONTRACTOR SMALL HAVE mE THE NOY SAPOLLUTANT DISCHARGE ELIMINATION SYS� C AT 1 As4=4 comw1h ,' OF -'- , -- ;; i 1• I t i t- i HAS BEEN REDUCED BY WL ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY N AN INSPECTION -- , I i ! ;; 1, -; ; i I ; I 1, I ---, ' - STORMWATER DISCHARGES FROM CONSTRUCTION GENERAL PERMIT FOR From QTltAds , L. :. ; , REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY ACTIVITIES AND THAT IT 15 UNLAWFUL FOR ANY PERSON TO CAUSE OR i ;- ; ' i �' , ; _ _ CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS 2. ALL EROSION AND °,EDIrENT CONTROL DEVICES SMALL BE INSPECTED WITtW 24 NSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL MAKE -- ' ; , i-t i i`1 1 ` ; HOURS OF A STORM )V4T AND REPAIRED AND/OR MODIFIED AS REQURED TO BE WEEKLY SITE NSPEGTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT ": `: : GOOD WORKABLE CONDITION. OF 0.5 NCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. NAME ' I 5I3GTi0N 3. THE CONTRACTOR SHALL CONDUCT AN NSMOTION OF THE SITE ON A DALY BASIS 6. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A SITE LOG TO COLLECT LITTER AND CONSTRUCTION DEBRIS MID DISPOSE OF LEGALLY. BOOK MANTANED ON SITE AND AVAILABLE TO THE PERMITTNG AUTHORITY UPON REQUEST. TITLE HAY DALE FILTER DAM SEDIMENT WNTROl. I !<-I`rIV 5_ AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR WALL PERFORM A FINAL 4. ANY STOCKPILES OF FILL TOPSOIL. EXCAVATED MATERIAL SHALL BE GOYERED OR INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND SIGNATURE NOt 70 SCALE CONTAINED 13Y SEDI�ENI' CONTROL FENCE TO PREVENT EROSION. _ NOT TO SGAIE UPON GERTIICATION OF C 51C� AENOTIGETA OTERMNATION HCNO SHALL BE DATE FLED WITH MY5 DEC. S P - 3 SHEET 3 OF 5 I _ RUBB>:x nosh FRICTION GUARD Cur wiRe - ""..'• ,_„� -- _,—� _ 20' WIDE SANITARY SEWER EASEMENT ( �--' •^-----._ i !. � `' , ,`` - -• -- -- _... _._ 3" STAKES _ • --- 4mw -"r -T�'���' 30' WIDE SANiT 8 tt LONG "�`�.�.,,,G _._ ----_..�,.=�,,, .._ Y SEWER EASEMENT - `- -AR "' a / / .--' ;, 37 _... ._ .. _.. -- --- ,.... ,__ _- _ .._..��_ ' ".'•,- -- —__ '�' •'; 3.. StREDDED BARK MU.Cn SNJG[R r - J 1 •G 5 _ r11-�.11VVY PLANTING��V S{dL 4 \ _ ph , t r I i \ :�:;:.: ::. : \• TING DETAIL TREE PLAN J f -AR__.ik....,, .. ...... NOT TO ALE EXISTING _ _ _._ _ --- - . .... , } i v ao _. N N#t; (\ N I NV _ - �l i I _ { al.• r E•. ... .. . .... . _ a :r \ ,1 f �tAWN :•1. \ z + {; , ,. s• {, r. ti. - .ter.. •:�•:.� .�,•:::::.. a. v ..u. •i S f k • :1 t ................................................................................................... �': } t l Cf Yl .......... ..................... .. . 4 a}. \},j t • .{��:.:r:•r:'::i•ii::::•r:•r:':":rrrr .rrir:i'::'rr::�trr:"::':i�tr:i•r:iri:•:�r::i•r:iti•r':•:i•r:•r'r:i•rr::•r:•r:i•:r::::i•:r:i•r:r::r:::•rr:'::':r:c•rr::::. OcoO i s 336' rf f 1 }•s \ �r' y t� i .. U 1 .............................................................. r - ................ ........... _ .........,. i .._ TER. .......... ... q , ..LN.R�S ...................... .... .._.................... . ........... ........................ .......... .... ................... ....... ................................. .. .. ..AST•::::Y:::�':.: :'::•::•:.'•::• ............... \ 3 5hII�ADEQ BARK c> � ._ -- -- r--., • 'I ....''.. .. '.::.. . .....: . . . .. .....: ....... .... .. . .. . ....:.�.,...�:._:._•::::::::..':.•::.�•:. LAWN �•' •::::.:'� \ 1 0 / .:.... -.� .. ........ . ..._........ . ... .... ... ._.. ........ _........ 3 HIGH SAUCER { \ ` ........... ........ .......L`.................... \ as ...................................... . ALT_. AhENDED PLANING SOIL........ ....... ................................................ . f.. - ... .. '� rn cIS as rn ............................................... AWN L ... ............... ..... .... . . '�,�r........... \ 6" {{ �Ih. ......... . ::: .. r \ LAWN .�. . . �,. ..'—.:...::.::..::.;. '1.." .::... ...++ E.... . ..-�:::.,, W��� t 1 \ i ..1..' ... ...�:. ::.::.. / . �_ , •,�:�•. '�. A : ,,': � \ SHRUB PLANTING DETAIL 1 ... . .......... 1 , ..... ............ NOT TO SCALE r / { f \ ,• PVC , , > ff: J , \ il, ... . ......... ....... \ RIM 335.98 . '.�.• ,. .:..'..':..�.':': ::: ...'... ... ;;} ........ ............. .. � ` ` lNV IN 332.98 ; , : � .... .. •.�:•:r::•::•::•:::•::•:ii•:•::':c' •:.�•:i:•::•:::•::•::•:�:�:::•r:�::':'•:r: ......... ............. `. Z ..3� .. ... .. ... � .... ............ . .. . 1�:'::. :::. PROP �D WARREN TIRE ':''•::•'::�':::�'.::•:;:�:::;•: '::::.' •:::::':::::.:�:.•::.�.':: .., } z �. , IN6 hIARREN TIRE :�:�.:�:;�:��.. �- •.�'.�:':.:'::•:':�--�.-��.. �, , \ \ T ING t15fi , EX 5 r Y b X f •i , / {( i }} IN6 I. I LD •\. {{ f _ I ............ fl .. \ 0 0 r, s� , f , . .. . .............. .............. . •: . . .. ....................... ..................................... ..... ...... ........... .............................................. ... .................... :':... •::::._::::.�.�:..:.:.:::::::::::::•.•: i:::'�':�:•::•:::::.:':.. '::�::•:::'::•:. f �.:::.:':::::..::::: • -fir ........... 'h L {+ {% , ..................... , \ ; I .................. ..... .................. \ \ s ( ral'M�• - , 1 h : :� fir: ,.. . ,......, \ _FU.............. ...................... L _... .✓"t..:. . ...... .. _' ' /:' �.. ::.. \............... .. ........... ................�......1. . r14- ... \` .,..fie•:::• \ 1-RM .. ............................. t. . .. ......................... ......... ...... ................. ..... .... .. ............ .. ........................ , ...... R• TNf.. \ UJ 4. f 1 ;: ai � o� \ iy .N ,. •N s� s ( '.'51GN .z s. fr• — ..�{..]� .�,,. it -. -_4 Co T L ....... ...G so 1-AWN [�] t r i •Y �`` ri TNG• i i { r r.yE. r .1.1 8" DIP SANITARY SEWER r �\� � � -� — r ����`I —• —•— 1 RN 33s 79 G ,.",�...�._,... / '* •.., 1-fRh, -- ;,Jh--...�-�.•.,i;hl- ___:� ., -� _ _ STfi� __ _ W - ' i \ � -F' P-"_" a.- -- -�_.. — _ G 8 GAS MAIN i w - —--. -- \ '- .._, ..._� x - -- -- —-- — L .—s_'.' DIP WATER MAIN� __ \ �,n ...•• '� i -�. •--__ �. �-• W -_""' — ..,.. .... "' -- _ w - — .� ;� TF-33224' PLANT LIST , ; ` E 333 5YM BOTANICAL NAME COMMON NAME ate- — TREES "RED SUNSET" MAPLE 6 3 - 3.5 h GAL B + 6 � /�� � \\ NORTH RM AGER RIURUNI •• c ,15�•• 20 FOOTGANDLES RP PYRUS CALLERYANA REDSPRE GALLERY PEAR 7 3 - 3.5 In d ♦ 9 NOTES � � \ LO NDL _ _ 1 FOOTGAES � .— .— ..._ 3CAirE 1" 20' REDSPRE nL GLEDIT5IA TR. M. SHADEMASTER StIADEMASTER HONEY LOCUST 1 3 - 3.5 h GAL B + B 1. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL N PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING ( ( (/ � .�.\ \ \ / /,�- SPACING VARIES SHRUBS / 2" TNf 51'iREDDEO BARK MULCH Dl�t�Apr 1:i, Z00�3 Gi TSUGA GANADLIV515 GANA[KAN HEMLOCK 2 5 - 6' HT B ♦ B AND ALL 50M. AJh�NOMENTS. ( ( i \ i ` f SEE PLANING PLAN W VITAE 4 3 - 4' HT d ♦ B 2. AREAS NDIGATED A5 LAWN SHALL BE SEEDEDWITH LOFT'S TRPLI:X GA:NERAL MUL � � t � ` ROVI�i0r1• j AR THUJA OGGDENTAUS NIGRA DARK AhgRIGAN ARBOR OR APPROVED MIX AT A RATE OF _-Abs PER 1000 sf. STARTER FER'11.RER CS--10-33 (� � i ( r a 3" SOIL SAUCER i may 9oi,�000 KL SYRNGA MEYERI DWARF KOREAN LILAC 18 30 - 36 h B + B AT 40 bs. PER 1.000 at AND MULCHED WITH STRAW OR HYDR05EEDED. DWARF WINGED EUONYMUS 25 30 - 36 h 0 ♦ B From r m Q To CoimienAt WE EUONYMUS ALATUS GOMPAGTA , \ I ��QT� DENSE SPREADING YEW 2 24 - 30 h B ♦ B 3. PLANING SOM. FOR BAGKFLL OF NEW PLANTS AND PREPARATION ! t \ — �� � i DY TAXUS MEDIA DENS�ORMS OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOP501.. 1 PART I�OMP05TED ( t MANURE. 1 BEDS PEAT M05S AND 5-10-5 FERTW'LER S 1 b per 2I sf. 1 \ � - 5G PRUNUS GSTENA REDLEAF SAND G'tERRY 9 3 4' nT B + B O.5 fOOTGANDLES � PLANING 50L — � N.EX GLABRA "5tfAMROGK" COMPACT SHAMROCK NKDERRY 6 24 - 30 In ♦ B 4. MULCH FOR TREES AND SHRUB5 SHALL Be COARSE 5�11REDDED DARK. s — � .,,. ——— AMEt�CD LEAVES OR OTHER UNAGGEPTADLE MATERIAL. B BERBERIS THLN. CRIMSON PIGMY CRIMSON PIGMY JAP. BARDERRY 8 3 qd CONTAINER GROWN FREE OF WOOD CHP5. � / 1.0 FOOTGANDLES cep A ql,pA ANTHONY WATERER ANTHONY WATERER 5PREA 9 3 gal CONTAINER GROWN 5. MULCH FOR PEREMIALS SHALL BE FINE 91REDDEO BARK. 50M LK� T — ! � A 5.0 FOOTGANDLES NOTES THIS DETAL SHALL J JUNwERuS SABow BROADMooR BROADMOOR .>ur�ER 5 3 qal. CONTAINER GROWN FREE OF WOOD GHPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL, APPLY TO ALL GROUND COVER. PERDH PERENHIAl.S 6. TI1E GONTRAGTOR 51ALL INSTALL ALL PLANING INSTRICT ACCOF;DANGE WRH SINGLE CUT OFF AREA LIGHT PERENNIAL SED PREPARATION L =W ANNUAL 505. S P —4 ST HEMEROGALLI5 STELLA-D-ORO STELLA D ORO DAYULY 33 1 GAL THE STANDARDS OF TtIE AhERICAN ASSOCIATION OF NURSERYhEN. �r� G P A NOT TO SCALE 8i'EET 4 OF S W400TH RUODED FINISH on CAM i 3/8" x 3/4" OEEP TOOLED JOINT SMOOTH FORM FLASH on CURB LITMONA LIGHTING or EQUAL 1/2" RADUS 1" 5" BROOM FINISH PCIIPErDICILAR TO WALK 1/2" RAMS 1" 5•. MODEL KSE3 - TYPE A - 150 W HIGhI PRE55lRE 50DLE'1 CM OFF LU NAIRE TO MATCH EXSTING SEE DEE TAL CONCRETE WALK COLOR - BRONZE SEE FLASHED GRADE LAWN G" x W' NO. G/G WOVEN WIRE M[ ASPHAL 5H L5" TOP COURSE ASPHALT ASPHALT `. •: 8" GRAN LAR SLDBASE GOURSE • • NYS DOT SECT. 304. TYPE 4 COMPACTED TO 95Z STD. PROCTOR o� o ; •;• ' , 0 2" BINDER COURSE ASPHALT o. © o` GRANJLAR SUBBASE COURSE o 0 .O.o. o ;.. o: o MY$ DOT SECT. 304. TYPE 4 �y ;r 0 o O o o COMPACTED TO 95Z STD. PROCTOR ,�.�`� * •�: `\ O Nq�� "clap M1fS DOT SECT. TSUDBASETM SE POLL N- r +r' • SIRIGRADE GOMPACTED TO COMPACTED TO 95Z STD PROCTOR PE 4 " _ •.! „ ',//, , ' �:• iCOLOR BRONZE O �\ \�\ •\;� �� \;;��.:;t 90x STANDARD PROCTOR ,.,,� ;.1,�% SUBGRADE COMPACTED TO •15► 90X STANDARD PROCTOR SUBGRADE COMPACTED TO W. ! i qOZ STANDARD PROCTOR !y`. �r.. ,., .'?'f,r.��a . .'•:;%.. ..•. -- z i a A5PHALT PAVEMENT INTEGRAL CONCRETE CURB CONCRETE GURU °ate HOT TO SCALE NOT TO SCALE NOT TO SCAIx �b�$*u j TOOLED SCORE JOINT. AT PAVED AREAS : SEE PLAN. W or. NOMINAL RESTORE PAVEMENT EXPANSION JOINT GRADE AT UNPAVED L5" TOP COURSE ASPHALT SEE PLAN. 25' or. max AREAS RESTORE TURF / I !ii' l;iy•i' !''° iji(11 , ' jjj .ijlyy(ljl;j i 'lj;y!! yjjiii;l!I,! — — 010- 13" BrrDER COURSE ASPHALT HA110HOLt BOLT BASE COVER L to ;!i ljyly! jllji; ljl' !ily;jjii!, lly; yyi,!1: y;,; jlEj(iilj' yyf!l!l'i' I _ POLE BASE COVER isiy,,:,ij; ' , „ ''1 '+ ° r', ? !y! E,3y1? C .• O 2 .. 4 ANCHOR IV' vUBBASE COURSE i" GHAMIFER� BOLTS W/LEVCLNG NUTS AS jlj :ilyi;;i;; ;:"' ;, •s , ; y ;;,i ':;{ s p NY5 DOT SECT. 304. TYPE 4 COMPACTED TO q5x STD. PROCTOR `SLED o�p' BY LIGHTNG, KmwA!GTURER 'K, + 'i' PERPEMDICIX.AR E(:• 'j �;,: s,i:E;;;� .'� S 1 ' ( CONCRETE FOUNDATION cFORMEO ABOVE GRADES a TO wax DRf:CTK)N,i; lll;.,,,, y iiilEEi;:y; V l ,,y' i,f,yy, I: ;!,•!, f, ::jl ', +j:� illiyy;; :I:.1�� :I• 5ML40m FLASH. CHAMffER ALL CORMERs NOTE+ RESTORATION OF PAVEMENT N STREET y(!i!i y ,! s,3�y E:�,��,:, �s:•f , E ;i s i i i l: + +f i TO BE FI,LJBM WIM ADJACENT PAVEMCNT AMID �p .r:•I � I FLASH GRADE ALL JOINTS SHALL BE GLEAN SAW GUTS. rI Icy' o I !(ij :!'i ;yyi, !+;; ,.,Ijj :;t :,I t,, ,• :++ INSTALL AP ON SIDES , "!''!i! ''' i;:!yiy�ii i11 yjy (: ;;. ;fitly yi,:l, R .<'•`' 1 • •4 �.:f, 'd AND TOP OF CULVERT END 1 1/2 ;:, :i FLASHED GRADE 3.• TOOLED EDGE. 1/4" RAMS mh MACHINE BACKFLL W/ c I_�� a NATIVE MATERIAL ' ELEG GR055 SLOPE- 1/8" TO 1/4" CONDLKT CGALV STEM i y COMPACT r,% 1.' i '!`` qOP O •� P p per FOOT CMAX 5/8" por ft.) FLARED EN EXCAVATE TRENCH WIDTH IND SECTION l 1'-0LIFTSLS BEND. 24" RRAMS��;�:� ,L•-��'• ��.,. w/ BOLTED COUPLING BAND E.i +n F ' �, O MINIMUM WIDTH EQUALi w C4" MAX. SIZES •m "r BROOM FIIISH SURFACE TYPICAL _. . TO PPE PLUS 2.0 F7. O TO 95Z MODIFIED '`,`. I• •! >J PERPENDICULAR TO wax V PROCTOR 8 #7 RODS VERT" SPACE EQUALLY 40 q 12" min. DOT MUM 570MIE FLL Gl1LVERT PPE , %;% : ' %' d W C TOOLED SCORE JOINT EXPANSION JOINT - - - 1/4" R. 1'2" DEEP 3/6" COMPRESSIBLE FILLER 5� PLAN 3 , �_ r � 12" or- 12" OVERLAP 4) O q WRM ZIP STRIP + SEALANT jr Q `;' — X ` iM4 HOOPS • GX"/G wwF TOOL BOTH EDGES ' 'f �1\�� TOP of SEALANT 1/2•• BELOW FN. GONG. ' '-" . I '� '` r., Z ' .,y. y BURY END 4 INTO 50L .000 CONCRETE ' __ — . ,. .. E ROUND BASE i� i—y i i - : ! .. SELECT GRANULAR MATERIAI. C1002 4000 P Sl CONCRETE — 1 E i i j 4 MM $ STOW .. .t , 2 ONE c PA 2 � T . _.. E.._. 1 i ........ ....: 55NG O 18 ABOVE PPE. e� 4R SUBBASE ; MAND SACKFLL. G" LIFT. It ' "Poi'• •• .g•...o' y � ♦. � •,.�� r, NYG SI D TT SECT. 3004. TYPE 4 , i y GEOTEXTLE FABRIC , 00 coo ���b OS .�' COMPACT TO q5X STD PROD —+ — — + i ��`:{• " 11.77 BEDDING 6 DEPTH. CRUSHED STONE CTO 1 1/2'J MAIL :�� ,r-?.,Tt,+�,-y,.T! r..E-, .,-� .. ,-•. • , - , E ,!i771 , SAND. GRAVEL OR CUT-OFF LIGHT 51,BBCRADE COMPACTED TO � NOT TO SCALE l 9OZ STANDARD PROCTOR NOTES CONCRETE WALKS CULVERT END SECTION PIPE EXCAVATION 4 BACKFILL DETAIL L SEE PLANS FOR POLE LOCATION. z +� 2 CONCRETE To BE SMOOTH N"M FLASHED. NOT TO SCALE � NOT t0 SCALE � NOT TO SCALE s as 3. COORDINATE INSTALLATION WRH OTHERS TO c: ASSURE A COMPLETE PACKAGE WBiIfM CORRECT O OF ANCHOR BOLTS AND ELECTRICAL coma. CIOC fig•• FLASHED GRADE of INSIDE FACE OF MANHOLE Z MORTAR AFTER INSTALLATIONFLEXIBLE NEOPRENE BOOT SEAL l STORMWATER BASINASSEMBLY N GORED HOLE 1" TOP COURSE ASPHALT 1 �e•--•i t l---•1 _� =f I _ ALUMINUM ALLOY STAINLESS STEEL 2" — — _.III— K°R°A"D BAND CLAMP ��^'`,+ .� < 6wdBIDER COURSE ASPHALT I O ---: INLET HOLDING d00 +�.: W INSTALL WEDCE TO PROVIDE SWALE _ runt MATERWL 4.. .:;. Ill II (I -..�I I 2.. PROJECTION INTO ,:}.:,:' NO 2 STONE Lu o' '' . •. . .,.. . • I � °!� I I=I M.H. AT PPE 5Pa1c,�INE � -1� pOO' O N II O O O I _ L_► o O' BAFFLE -ATTACH TO o _ FILTER FABRIC SLOTS FORM BOTTOM + WE5 OR E INTO o r -- SLOM SLOE N WALL INVERT H c: EXISTING SOIL_ ` 0 112�ff I i 11- d , ' a :4 RECTANGULAR STRUCTURE 1 INLET TEE ?;j FIRST JOINT • OUTLET TEE RI SEAL DETAIL ��, -j 3• MAX z L Z INFILTRATION TRENCH DETAIL t!) ASPHALT WING J .•:• 6" OUTLET H NOT TO SCALE ° • o � �-► NOT TO SCALE LL :. •. ' ' •• • a '• 45jO PVC . • e N51DE�-- --OUTSIDE GASKETED TAPPING SADDLE ADAPTER FITTING IF REQUIRED E AS APPROVED BY THE BUILDING WALL PLm HEAVY DUTY MANHOLE I PROVIDE PROPER FRAMIE + COVER caTr ENGINEER 45° OR 30° BEND AS REQUIRED VENT THROUGH ROOF GAMPBELJ. *iooy OR EQUAL ACCESS TO CL.EANOUTS - 1" N GRASS AREAS AND BACKWATER VALVE PRECAST GONCRTE TOP • .. ' ° 6" PVC SEWER LATERAL FLASHED GRADE FWSH WITH PAVEMENT CLEANOUT AT GRADl: WITH FLEXIBLE BUTYL ROPE SEAL FLOOR SLAB ON GRADEi° • Ail BAFFLE -ATTACH TO /nNsm GRADEWALL OR SLIDE INTO KKOR 'N' SEAL '' SLOTS FORMED INWALL TYPICAL 6" OUTLET CAM CORPORATION STOP YVITMI 14 Cff CeXTENSIO PATTERNBASE 3.. 4IN Tm „ INLET 3" —♦" FLASHED enE �� E CLEANOUT : it 45� OR 300 BCMD 3.!,6" AMID STATIONARY ROD) { COPPER TUDNG CURB STOP I I RISER a7 A5 REQUIRED ra COVER i CTYPE K) 4•• • ' 1Z min GRADE (1/8"/ft) DaW A•A 2 ECGENTIW + OPENVG INBAFFLE - 4.. REDUCER = 4" HIGIH BY 12" WIDE o ROVW" TO BLLDNG PMI ( 1/'4 AFT,' < Y�.amt May 8" D.I.P. WATER MAN 4" 4" HOUSE TRAP __ - J 6• • CATCH•BASH CAST 6 DP SEWER LATERAL •• HeWBald To Cgmnllb L8'/FT. From GTId■Im SOLD GONE. BLOCK W/2 CL.EANOUTS 4" WYE ♦ 1/6 BEND COMBO -� •' a'. AS REQUIRED a '. J • :, 12" MAN SEWER PPE REQUIRED OR Cl FOOT PIECE APPROVED BACKWATER A5 REQL INED VALVE W/ CLEANOUT r.18GTIOfI SECTION 5ERV10E PIPE CONNECTION DETAIL WA. ERN LATERAL DE TAILS OIL A EIR SEPARATOR NOT TO SCALE ��p 1 ALL WATER PRIG + CONNECTIONS TO BE IN ACCORDANCE NOT TO SCALE NOT TO SCALE SERVICE CONNECTION `( WITH Q90150LRY WATER DEPARTMENT STMOARDS. NOT TO SCALE S P �•- 5 .� NOTES ALL SEWER SERVICE AND CONNECTION WORK SHALL BE IN COMPLIANGE WITH THE TOWN Of QUEEN58URY STANDARDS. NOTES ALL SEWER SERVICE AND CONNECTION WORK •i SMALL BE N COMM-WME WITH THE TOWN OF QUEENSBURY STANDARDS. BFEfT 5 OF 5