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Site PlansMAP REFERENCE MAP F R 0 A SURVEY MADE FOR - - N SITE NORTH OF HICK ROAD SITE DATA EXISTING SITE SOUTH OF HICKS ROAD SITE DATA NEW � S W.J.T. REALY BY: VAN DUSEN &SIEVES TAX MAP No. 297.8-1-10 TAX MAP Nos. 290.-1-7 do 290.-1-•8 DATED: JULY 5, 1990 •.. 3 O - ,, ._ LOT AREA. 954 822 of 21.92 acres LOT AREA: of 12.97 acres 1 m ZONED LI v ._ ZONED LI ED OT STING LOT COVERAGE _ EXISTING L COVERAGE BUILDING• 99,221 of 17.6X BUILDING: 8 087 of _ 0.89E LD , PAVED AREAS: 201,148 of - 35.69E PAVED AREAS. 29,386 of _ 3.1X GRAVEL PAVEMENT. 28,807 of - 5.19E PERMEABLE AREA: 917,369 of 96.19E PERMEABLE AREA: 235,844 of 41.79E PROPOSED LOT COVERAGE PROPOSED LOT COVERAGE BUILDING. . 33,800 of 3.59E BUILDING: 99,221 of 17.69G s ffi 15.29E PAVED AREAS. 145,046 f PAVED AREAS: 215.384 of 38.1X PERMEABLE AREA: 775,976 of 81.395 GRAVEL PAVEMENT: 0 of = 0.09E PERMEABLE AREA: 250.415 of 44.3% PARKING REQUIRED - i SETBACKS — REQUIRED — EXISTING OFFICE SPACE 1 PARKING SPACE PER 300 SF OF OFFICE SPACE N FRONT NORTH). SO ft 97 ft GROSS LEASABLE OFFICE SPACE 59.129 SF FRONT EAST): 50 ft 162 ft 59.129 SF / 300 SF PER SPACE 198 SPACES (MIN.) REQUIRED - REAR S 30 ft 160 ft CODE ALLOWS PLANNING BOARD TO APPROVE A MAXIMUM OF REAR SOUTH): 30 ft 195 ft 1009E ABOVE MIN. = 396 SPACES MAX. APPLICANT PROPOSES A TOTAL OF 279 SPACES BASED (inc. 8 H.C.) UPON ESTIMATED OCCUPANCY OF BUILDING Fad raR xa SETBACKS — REQUIRED PROPOSED FRONT SOUTH): 50 ft 133 ft 345 .._ FRONT SEAS : 50 ft 224 ft __. _ _...- \ t / l � _.../ ., ass REAR WEST): 30 ft 352 ft r \ \ REAR (NORTH): 30 80 ft- - aso \ BUILDING HEIGHT MAX. HEIGHT ALLOWED BY CODE = 50' ttt r� + « to ca+carrt ,t, 1 , - PROPOSED MAX. BUILDING HEIGHT AT LOADING DOCK a 60 —9 xrv_sssa,, t _ �i t \ t i ►- _ (\ \ \ \ \ `L PROPOSED MAX. BUILDING HEIGHT ABOVE EXISTING GRADE ffi 64'-9" ZONING VARIANCE REQUESTED FOR 65' J;';. .............. �.-.•.. , ! \ / ..r.... .. ... t \ � _ ..� .3400 It f DRIVEWAY ` -- l \ \ It A� t -- STONE W _; - / 1 f 2.OQ' 11 E r i / t i t \ M / p x 12r as• so el � .. , ..... . 345 x . p ......... .............. t - I - �' DRIVEWAY J r r / / > . ' . ' .. . .. . . • �y.� J - atiM•Olttf1ID1Y1110tRtlNf7fA -. - _. _.. m _ _ M i• % / / 0TAL �A \ ..,,_ L....._ _ . . : " . . . wmaae�o►�owra�+wwoueeasm+ea 8 / / 1 r �q - \ i / - a ........ ......... w++►ue►wsoave• Nw+sw,r,�raea� r - - - r 964;M.40 eq. ft. - f ................ ' 1 / I wst�are9 wRsotoeyoiar `" 8 w000Ev i v, ♦ PAR=, A 11 •- \ 1 ' i PAVED WING SWALE INSTALLED 1\ r 824,o16.T4' sq. ft. (I \ J ..... . AS PART OF BUILDING #5 1 ,� . / 19. CONSTRUCTION IN PLACE OF 91, CONCRETE CURB ORIGINALLY \ / SPECIFIED t1 ►I , // / t f t \ t 1 If 133� REMOVE EXIST POLE BASES ( . ' I , \ � J _ \ / _-- —ass •� � , / , \ d -� \ \ / I r i • � � ,.. - .-. ,/ \ _- ass zr � REMOVE Qasr. f � \ ( PR�PGS��D ► STAIRS RAMP I wee• � � ` H ��yT ( % BUILCING PAwa 1 / \ ,t.,a4: \ , ............... .. \ \ .EXISTING 1 + I41.T t J \ r - S 00 ae 1 ............... �,• •_�. \ \ 7Ci 8E 11� PARCEL A i REMOVE EAT. t \ \ /FUEL C J I r \ _ f l i rI i _ dt CONC. PAD \ \ Q r 341 Av / ) > � i \ t I _ � r REMOVE .EXIST. / ti , / • f • t A.C. UNIT PAD _ ii \ l - r � EXISTtN i ,. ENCNMARK. BOLT AT \ / \ � s BU G 1 / � OIN N ARROW IU3tN % / 11 G 0 .88 1 ► I { / r I _ 1 1 ,f i i _ I 1 , / r ( , fU \ i [U REMO / / ( ALT — / g I \ f .... i i EXISTING \ REMOVE EXIST. I1 f \ _ SITE �UGHTiNG _ J \ 1 r_- IL ONVWAY _- . - -- - - sss Wv _ _ x NCH sr .� _ _ !_ _ — _ E MARK. BO T AT . VI 74a _— _ EXISTING � s5 5+ / c O1N11NG ARROW 7s00 / \ V a .46 CONDITIONS AND LEGEND DEMOLITION •qv CABLE PEDESTAL {� .. WATER CURB STOP PLAN SIGN GAS STAND PIPE = GROUND LIGHT •aa= WETLAND FLAG CWoc October A 2008 =M5- MAIL Box DATUM U.S.G.S. #= LAMP POST .CONTOUR INTERVAL = 1 FOOT FbV1�0118 ®= MANHOLE `'Clj- UTILITY POLE = HYDRANT �� WATER VALVE Miller "sociates LANDSCAPE VCH17ECT5 189 Havfland Road Queenebury, NY 12804 , _ ANGIODYNAM"ICS,Inc �= GAS VALVE 1= TREE UNE , TREES Nace Engineering PC Hicks Road, Town of Queensbury, Warren County, New York 169 Havitand Road Queenebury, NY 12804 94 5TORMWATER BA51N SEE SHEET SP-G CULVERT END STOW n, ;J SWALE SITE Nolr:5: Ot ... . ....... I. BASE DATA TAKEN FROM A SURVEY ENTITLED .......... SIGN .... I ­.......%'." : I.: ........... b "MAP OF A TOPOGRAPHIC SURVEY MADE FOR .............. ..... :::. - - ­­­ ... * .... * I ­ * * I .......... ........... I ......... ............... ........ ANGIODYNAMI05 Inc. ...... ........ ............. ...... ............ PREPARED BY VANDUSEN - — ------------- ............... .... .... ........ ......... .................. ........................... ......... ...................... %'.*.'.% ..... ...................... ........................ .................... ............. ............................. ... .................. .. ........................ ............. ...... .... ........ ...... ...................... ............................... .................... ........................ ................................. ... AND STEVE$ LAND SURVEYORS LLO. ....... ....... ........ ........................................................................ ........ .......... ...... ........... . . ............... .......... ".%V.%­ ....... ........ ...... ........... ........ ...... .............. I .... I .............. .................. . ............................. ................. ............. ............ I ..................................... ............. ....... ................ ..................... . .... .......................................................................................................................................... .............. 2. EXISTING UTILITY LOCATIONS ARE ................. ............ 1.1­ ........... ... ..................... ................ ............... ..................................................................................................... .......................... I .......................................................................... I ........... ............ ......................................................... ............... .............. I., ............ ...... .... ....... ............................ ........ ....... ................ ......... .............. APPROXIMATE. THE CONTRACTOR SMALL VERIFY ALL .................. ............................ ................ ........................... ...................... ........ ............... ......... ...... . . ..................................................... .................. ........ ......................... ...... ... . ........ ....... ..... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... ... UTILITIES IN THE FIELD PRIOR TO COMMENCING ............... ................. ....... .... ... ....................... ......... WORK. IT 15 THE SOLE RESPONSIBILITY OF THE ....... ....... .............. ....... ........ ...... . ........ .. ................................... .,.*.,.,.,.,*.*..:.*.,.-,.,:***.:.. : . ..... ....... I .............. .............. ............. ................... ........................................ .............. I ............... ........ 401t ....... CONTRACTOR TO LOCATE AND PROTECT EXISTING .. ......... 11 ..... .......... ...... . ...................................................................... ............. ............. . ..... . ....... ......... ................. I ........................ ........... ........................ ....... *,..*.."* ...................... I ........................... ............. ........... . .................... . . .. ..... ....... .................. . .............. I ...... ..................................... ...... ............... ........ .................... ... ........ 407 ............ ....... U11LMES DURING CONSTRUCTION. ........... ........ ....................... . ..... ...... I... ......... ................... ... ....... ............................ ... I ...... .................................... *.,.,.,:.,.*:.* ....... ..................................... ............ ........ , ... *­"­­­* ...... ...... ........ .... ..... . ............ ....... ...................... ...... ......... ............... ........ ........ ................... ............ ...... ........ ............ ........ ........ ....... ... .... ... ........ .................. ............ ...................................... ......... ................... ........... ...... 3. THE CONTRACTOR SMALL STAKE OUT ALL WORK IN .................... . ......... ..................... ...... ................ ............ ....... r?m ... - - - - - - - - - - - - - - - - - - - - - - - ......... .................... THE FIELD AND OBTAIN APPROVAL FROM THE ENGINEER . .. ...... .. ..... ..................... . ........... 241Z ' ............... .................... ............................. ........... ..... . ME HYDRANT ........ ........... ....... ..................... (D ......... ...... ...................... PRIOR TO COMMENCING CONSTRUCTION. ANY ... ....... ......... ........ A5504BLY ....... ............ ............... ...... Cm ..................... b WING DISCREPANCIES SMALL BE IMMEDATELY BROUGHT . ......... .................... SEWAGE ...... ...... ...... ..... CULVERT END ....... TO THE ATTENTION OF THE ENGINEER BEFORE ........ ........ ...... ...... .......... ...................................... .......... PROCEEDING WITH THE WORK. ....... ...... ....... GRINDER PUMP 241t . . .... ........... ............ ....... STATION . .... . . . .. ........................................ ... ......... ................... ............................ ...................... . ......... ............ 14.1 . .................................... ....... ........... WATER In CONCRETE ................... ........... . ................ .............................. ..................................................................... ....... ...... ................... ...... .......... B" OLDIP w ...... .......... I ... I ..................... ....... ... ................ ............ ....... .............. .................... I ........................... ................. . � .. . ....... .................... ................... ........................... ...................... . .... .. ...... ........ ........... ........ ..... ....... ..................... ....... .................. ...... ......... ............ ............................. ............ ......................... .................... ...... . ..... ..... ......................... .... . .......... ....... ................ ...................... � ...... ...... ....... ... . . ........... ..... TAPPING VAL ............. ..... ...... ......... ....... ........ .... .... ....... ............. 30" STONE SEAT WALL '***'.. ....k .... % ...... I ......... 1hV ....... I ..................... ............ >AND SLEEVE ......... . ..... . ...... .......... V ......... * ........ tew GAS qzR= GEN ...... ..................... ........... ................................. ... ............................................ ...... ................ * .............. ........ I ....... I .......... ........ ...... ................................... .. .......................................... ............................. ..... ............... ... ........... ...... ................... L ..... . ............. ......... ................... I ........... ...... .............................. .................... ...... I ............................... ........ ....... ..... ..... .............................. ...... ..... .......... ........................ ............ ....... ... ................. . ...... ..... .................. ... ...... .... ....... .... .... . ..... ....... . .......... ....... ..................... ......................... at 17. TRAN IR ...... .. ...................................... ....................... ........... > ............ .... ... .......... LEGEND: ... .............. ........... ... ................ ...................... .......... ....................... ......... . .. .... ................ .............. ...... .... ... ... ..................... ................................. ...... ............... .... . .. ...... ... ......... EXISTING TREELINE .............. ............................. 341t .... ........ ...... .... . ....... ' , ' , * * ' , ' , ' , ' * ' , ' , * , ' * ' * * * . ' , '­* . ...I. I ........ I ....... .... :. . ................................. ......... .... ..... .. I .. ........ .... ....... I ...... I I ...................................... ........................... b. .... ... ................. ..... .............. ......................... ....... ............ ............ ..................... IQOSK Ima, .... .... . . I .............. ....................... N ............. ............... ........ ........ ..... ................... ... ........ . ........ ...... . .............. I ...... ....... ....................... .... ....... I .......... ........ .......... .1. ............ ... ................................ .......... ................ ........ . .......................... .................. ..... ........................ ... ......... . ........................ EXISTING SEWER MANHOLE . . . ............ ............... ................... I .... I ....... ..................................... ............. ...... ... .................. .......... ..... ............ ........ .......... ........ . ................. ........ . rc .'.*".'.'.'.'.* ......... ...... ........ ....... I ........ .......................... j . ........ I. - .11 ..... I .............. ..... .. ................. . . ............ .... ... ....................... ......... %,.*.,.:.;". ............ ......................... .... ...... ............ ........... ';� . .. ....................... I ...................... ................ ... ....... ........ EXISTING UNDER ........... ..................................... w ..... .................. GROUND ELECTRIC ...................... .7 . ....... I ........ ... .......................... . ........... ............. ............ .......... . ..... ...................................... .......... ................... .................. ............... ...... ............... ............. ... .............. 0 ................ ............. ........................ ..... .... ....... EXISTING UTILITY POLE ............... 000'' . ... ..... .. ...................... :.' ................. ............ ................ ............ ..... ... ....... ....... ........ ................ .......... .... . ... .. . ... ............. . ........ .................... ............. b .............. % ....... .. .................... EXISTING OVERHEAD ELECTRIC ...................... ........ ....... ... .......... ... ... .... ............. ...... .... ... ... .... ... ............... .. .... PROPERTY LINE ........................ ........ ....................... ........ ....... . ......... ..... .. U ........................ ..... .... ...... .... ...... ..... .................. .......... : ................ ...... ...... ... �TTRIANGE ...... .......... ........................ ............ ...... .............. .... ..... ........... EX15TING HYDRANT ................ ............................. .... :. .--. - ' . .... ............... ...... ....... .. ...... ...... 341t ............. ............ I........,......................,........"................,..:'I ........... ... ....... ........ ........ ....... ...... ........... .. .. .... . ...................... ......... .. ..... ... ............ ........... ............ --- ....... .............. V .................... . .. ............ .......... EXISTING 54GN .................... ......... ....... ....... .. ............ .................................................... .......... ....... ... ............. .......... ................... ........ ......... ..................... ........ ....... w ........... ...... ...... ... ... ........................ ................ . ... ......... ........... ....... ...... ........... ...... ... ...... .. . ............ ... ..... ..... . .. ...... ...................................... ....... ............ I ...... ........................ ........ ...... ............... ............ EXISTING WATER VALVE ............ .......... ........ FW� ............................... .......... .............. ............ .......... ------- ................... ....... ...... V1 ............ ........ .......................... ...................... 16. ................ I .......... ......... ....... I ............... ............. ............ ACCES51BLE PARKING SPACE .... ....... ........ ........ . ........ ... ........ .......... ... ........... ...... ..................... ....... 'MOVE EXISTING ASMALT ............... RL SOFFIT LIGMTS to. ' . ' . ' . ' . ' . ' . ' . I. ............ ..... ....... ........... TOfSOL AND SM AT LOADING DOCK .... DETAIL SYMBOL ....................... .... ..... ............... ...... ............ ......... .... ....... ..... .... .. ..... ....... ....... ....... EXISTING WATER MAN z .................. .. ......... ........... .... ...... ......... . . Z-' WALK ... ...... .... ....... Z/ ...... b N)D,- W FI ALVE ASSEMBLY CLASS 52 CLDIP MEETING AWWA SPEC. C150 + 0151. PUSH -ON JOINTS COMPLYING W/ AWWA 0111 _W_ NEW OLDIP WATER MAIN FITTINGS TO BE MJ COMPLYING W/ AWWA 0110 CURB ...... NEW WATER MAIN VALVE INSTALLATION TO BE IN GOMPLYANGE W/ AWWA CGOO A CB ... AND QUEENSBURY WATER DEPARTMENT STANDARDS TF=343.20 OEWD I /I STEPS CAN, _S NEW 5" GRAVITY SEWER PVC- $DR ZG INV- 38.40 ... ............... ................ .............. 3 RISERS LIGHTED -------- INV-33� >< om" NEW SEWER MANHOLE ...... ...... ...... ....... ....... . .. ..................... ... . . .................. ASI > . ..... NEW gUILDING GROS ................. ..................... ....... ................. ....... D ..... NEW SITE: LIGHTS 201t NEW ENTRY ........ ......... .......... ...................... ..... ..... . ..... ........ . ...................................... I ...................... .................. ............ ........................................................ .............. .... ........ ....... ................. .... ......... ... ............................................................................................... . .......... AND CANOPY ............ ........ .............. .................... .. ..... .... ...... ........................... ......... ............ RAMP .:; .5 ........... ...... . ... ............... ................... I ................. 3 FLAGPOLE ............. ................. ........ ................ ........................... .. ...... ....... ............ ............. ...... .... .......... ... *.'.'.'.'.'.*.*.'.'.>'.'e ........... ...... EXISTI ...... - - -------------- CONCOGRETE 110 PARKING WALK ....... ...... ....... BUILDING . . ....... . ...... .......... I ....... ....... I ........... ......... ................... ..... .................... LIGHTED C\1 ENTRANCE ..................... ................... .... ... .. ..... . . ....... .... .............. ... .... ... ............... .... ...... . .. ..... .... ...... . ....... .......................... ............. .......... ......... .................... ......... . .......... ............................. ................. ..................................... ....... ........... .. .... ... ..... ........... ....... ....... WILLOW ....... ................................................. ................. ........ ....... ................. ....... ..... . .............. ....................... ........................... ................................... *.'.'.'.'.* .............. .......... : ......................................... ......... I ............... . ..................... ... .. .. . ...... ...... ................ jlmq.. j . es .............. .. ... ­.*.1 .... I .......... ........ ........... . ........................... ... ... ...... .... . w ... ................... .................................. OAK ....... ....................... ....................... ...... ...... . ........ .......... ...... V.,", ...... ........... .......... ....... ... ............ ......... ........ ....... ....... ........ I .................. .. ... L ........... ......... .............. .. ...................... FLUS" ...... . ................. ..... .. ........... ...... ............... ... RAMP b OAK ... ............ ...... . .......... . ...... . . ...... ........ ...... ........ ....... ..... ................... . .................. ... .... if .............. �:. . .................. ........ ... ..... ..... ...... .. ...... ....... ................ ...... ............. ................... .... .......... . ............ . ..... EXISTING PARtM LOT ..... . ............... ............... G 'R .......... ......... ... I .................. .... .......... ........ ........ ............ .3qR ...... ...... ........... ... ...... ... .............. ............. b .... .. .... ........... . ..... ............. ........ ..... .......... ................... ......................... .... .................... . . .............. ...... ............ .................... ............. ............................................. .......... 'Alr; M"T .... ........... . .......... ...... ... . ........ ................................................. .... ...... .......................... ... ................... wr ..: ........ 1111zqq s ............. ................ ......... ............ .......................... ............... ............... ...... ........... ... ....... .............. ........... .............. ......... ...... .......... ............... ................ .... ............................... ................ ...................... ...................................... ...... ................... ................. OAK ......... ---- ... ....... ......... .... ................. ...... POND .............. ... ........ ... ...... .... .... .... ........... ...... .... ..... ..... . 41 ... . ..... ... . .... .... ...... .... . ...... .. .. .. .... .. ..... .. . . ..... . .. ..... " :,:..: I ..... ......... ............. ...... ....... ..... .... .. . ..... .... ...................... . ... .... ................. . OAK ............. . ... ................... ...... ..... .... ...... ..... .. .... ...... ...... .... . .................. . ...... .... ............................................... .......... b ..... .... ...... .................... ........... ..... ........ r ... ...... ......... ......... ..................... . ..... ......................... ...................................... ....... ................. ..... ....... I .................................................................................................. ..... . ................. EXISTING TREES---� ......... ........................................................... .......... GONCRE .............................................................. TO 15E REMOVEI) >,- C, . ....... .............. ..................................................... . ..... ................... ........................ ................................. .......... ..................... I ........... I ................................ ........................ .... ......... .................... ..................... ....................... ...................... .... ..... .... ... ......... ............................ ....................................... ...... ................ ................. ! .... .... ........ ....... .. .... ...... ....... ........ ..... .......................... % b ............ ............................. .. ............. .......... ...... .. . ....... ............................ ............................... .... ..... ...... ...... ...... ...... ...... ...... ........ ...... ...... ... OAK ...... ...... ............ ...... ..... .................. ...... ..... WILLOW WING ......... .......... 4JIOAK POND ....... ........ EXISTING TRMS 4j TO BE REMOVED ...... ...... . ........ .... ........ ........ ......... ......... ......... ......... .............. .............. 4 .......... ...... ......... ......... .......... amp LA)'OOUT ..... ...... .... ......... goo . ............ 40"I'mm""mmus ... ............ ... ..... 66-55' ...... ........ . ......... lw. AND ............... ...... ........ UTILITY' INow &Uw ........................ ........ .................. 3" HDPr SEWAGE FORCE MAIN Now DRIVEWAY FLAN SIGN Cp_ OWN_ --No - INSTALL SECTION UNDER HICKS ROAD AND WET AREA BY 82.661 ow ago am DIRECTIONAL DRILLING 0 1-2 . . . ................ commomm"Nomm goo 40m *�.L S"014 4 ONO I ago mwA___1w* ....... 'X= I xVENUE Dato Odobw 15, A SO'" L . . .. . .. . .. 5 381'0 doom* 283 51 ... . . G. P. now ONO 0wm___m* SB'U TRY UEEN CONNECT 3" HDPE SEWAGE FORCE 41 S MANHOLE RI wV Miller Associates LANDSCAPE ARCHITECTS . ................... . .. . .................. ........................ . ........ . ... ............ .............. .. . . . ... .... .......... ...... ........ ............ ................ 169 Haviland Road Queensbury, NY 12804 ANGIODY NAMICS, Inc Nace Engineering PC Hicks Road, Tom oF Gueensbury, horren Countq, NeiN York 169 Haviland Road Queensbury, NY 12804 —TEL VanDusen & Steves Land Surveyors, LLC Omer/Appllcont: Anglod9momics, I Inc. SP-2 169 Havfland Road Queensbw7, NY 12804 Hicks Rood, Gveensbur�, NY 12804 SHEET 2 OF cl + STORMWATER BASIN 338.5 33&5 SEE SHEET SP-6 3418-8 340,11, + �-341 - - - - - - - - - - 346.13 342 ­w �m W_ 419; WAS W",3 �J 343 SIM NOTES: 4 1. BASE DATA TAKEN FROM A SURVEY ENTITLED VJLVERT END 34G 45 INV 341.0 +346 "MAP or A TOPOGRAPHIC SURVEY MADE roR ANGIODYNAMIGS Inc. 42 'bA*b PREPARED BY VANDUSEN A15 4 AND STEVES LAND SURVEYORS LLC. STONE wil 'Z SWALE 2. EXISTING UTILITY LOCATIONS ARE .... .... APPROXIMATE. THE CONTRACTOR SMALL VERIFY ALL ..................... .. . .................. ............. ........................ UTILITIES IN THE FIELD PRIOR TO COMMENCING ........................... ... . ..... ...... ... ..................... .................. ............................................. ...... ........ ..................... ................... ........ ......... . ......... WORK. IT 15 TtiE 50LE RESPONSIBILITY or THE ....................... ... ....... ..... .............................................. ......... ... ... .... ........ ...... . . ..... ................................................ .... ... CONTRACTOR TO LOCATE AND PROTECT EXISTING .... ............................. ............................... ........... ............................ ........ ............................................. ............ ............ .. .. .......... ....... ............................. .................................... ....... .................. UTILITIES DURING CONSTRUCTION. ........... . .... ........ .. .............. ... .......................... ........ .................................... .... .................. . .............. ......... 4;p, ........ .......... .. ... . ............. ....................... .3 ..... * .... ­­ ... ....... ............ ......... ... ........ ......... ...... / . .............................. : .... : ...... ........... ...... ......... ...... .. ........... ....... ....... .. ............. ........ ............... ..................... b... ACTOR $HALL STAKE OUT ALL WORK IN ...... ............ .............. I .... .. ...... ... 3. THE CONTR ............. ....... ...................... .................... ..... ... ................ ....................................... V ................... ...... .............. .............. ............. . .............................. .............. AL ... . ........ ......... ....... ............. ....... ........................ ....................... ...... .......................... ............... . .... . ..................... ...... ....... ........ ...... ......... ................ , .......... ......... / ........... ....... ........ ........ .......... ....... ... .. ..... .............. ........ ................... ... ............................. THE FIELD AND OBTAIN APPROVAL FROM THE ENGINEER ...................... .................. .................... ................ ....... .. . ....... ........... ............. ................. I ...... ........ PRIOR TO COMMENCING CONSTRUCTION. ANY ........ ...... ...... .................... ...................... ........ . ... ......... ....... ............. ...................... ....................... I ............................. ........................ ...... .......... ..A .... ............................... ...... (�- ............... .......................... ......... ............... ........... . ........... .... ........ ..... ...... 2 * '_­ * ... ............. .... . ............. ..... . ....... ..... ........... . ..... ........ .. . ..... . . ........ ............ .......... ...... ... ....... .......... DISCREPANCIES SMALL BE IMMEDIATELY BROUGHT ........... ..... .... TO THE ATTENTION OF THE ENGINEER BEFORE ....... ............... ....... ........ ..... ...... ....................... ...... .............. .. . . . ......... . ............ ............ ........ ........ ......... .............. . ............ . ...... ....... ..... ........ ......... ....... X, ---------- PROCEEDING WITH THE WORK. ............................... ...... ............. ............................... ......... ... .. .... ............ ................ ... .... ................... . .......... ................ .................... ............................. ........... : .......... ..................................... ....... ..... . .. ............ .................... ................................................. ........ .................................... I .............. I ......................................... ...... ............ ....................... ....................... ....... ...................................................... ... ...... ......... ...................... .... : ....... ....................... . .... CULVERT ............. .... ... ..... INV 342.0 ........... ........... ...... ............................................. .................. .......... .... .... ................ G ....... .......... ................... ............................ ........ .................................. ............. .......... .......... ...................... ........ ...... .... .......... ..................... ......... .... ...... ..... ............................... ............ ................. ........... ......................... .... ........ .................... ........ .... .. . ........ ......................... .... ....... ............ ...... ............. 417 ......... ................................. .... ...... ... .. .......... . ..... ... .................... ... ............... .... ........ ..... .................................. ..... . .. ..... . ... ..... ...... ............. ....... ............... ........................... ... ... ....... .......... . ............... ........................ ..... .. ............ .............. ............ ....... ....... .................. .... . ... ...... .............. , ............ ...... ............... ......... . ........... ........ ............... . .......... ........ ................. ... . . , . . . . . . x . . . ...... ..................... ............. ......... ....... ........ .......... .. .............. ................... ................ .......... .......... .................... ............ ............ ................ .... 7 .. .... I ............ I ........... ............ ........ .......................................... ............ ... ....... .... ...... ...................... .................. ........ .............. ......... ........ .......... W. W LEGEND: V'.' -4 ........................ G UEN . ..... ...... K 34&. T. ........... . .......... ............................................. ................ ........................ I , . ....... ......... . . .. .......... ...... ..... ...................... ....... .... ..... ........... -9 ...... EXISTING TREELINE .......................... ... ................... ........ . ..................... .......... ..................................... ...................... ................................ ....... ...... ............. ............ ........ 0 ....... ....... ........ ............. ................... ..... r ..................... ........... ........ ISTI ................................ .............. ....... ........ ........ EXISTING UNDERGROUND ELECTRIC ... ........... ...... ............. ...... .......... .... ...... ....... ........ .... ... ........ .............. ....... ........................... .... ............... . . ....... ......... .......... . ...... . . . ...... . ........... ...... .............. .......... .... ....... ............ e ............ .............. ........................ ......... ....... .... .... ........ ....... . ..... % .... ...... .................. ............. ......... ................... ...................... ............................. ...... ............. EXISTING UTILITY POLE .... ................ .. ...... ........ .... ...... . .. ............... ...... . ............ ....................... ......... ...................... .... ......... ........... .................................. ...... . ........... ... . ............................... ........ .................................. EX15TING OVERHEAD ELECTRIC ...................... ............. ........ ...... ........................... ................. ........ .... .. Ig .::,: / . .. ... .......... .............................. ......................................................................... .... .... .... ........... �� T .............. .... ... T . ... .... ............... I ............ ........ . ... ............... .... .. .............. ........ ................ ................................ . ........ ........................... ................ ............ .......... .............. ....... ........... .......... .................................... ........ ........ ....... ................ ............. PROPERTY LINE ............. ............................. ..................... ..... ............................... ..... --- ............ ........... ....... . ... ---- .... ....... ............... ........................ ......... ... .... .. ............ .......... .0 ...... ....... ............................. . .......... ....... ............. .. ...... ...... ........ CAT0 .......... ­,'"'", ....... * ............. .. . ............... ...... BAW3 ................. ............. ....... . .............. ...... ........................... ...... ....... ................... .... ....... .................. f r ........ RIM 347.6 EXISTING SIGN INV 344. ................... . ..... ...... wV ...... ... ...... EXISTING WATER VALVE ........................ ...... ................. .............. . ...... ........ ..... . .............. ...... ..... . 514TRANCE ...... AOCE55113LE PARKING SPACE `FF 353.0 ................. 00, ........ .... ......... --------­-- ... .................. ...... ......... ... ... ........ : .......... ............... ......................... DETAIL SYMBOL .................... ....... ...................... ........... ... ................... .. ..... . ........ .. . . . ........... .................... .... ....... ............. ....... ... ........ ................... ........ .......... -q4- EXISTING CONTOUR LINE / ....................... ............. ....... / ............ * . . ................ ............ .............. ............ GATUi BASa' .............. .. .............. . ...... .. RIM 348.8 .................. . ........ 914- NEW FINISHED GRADE CONTOUR LINE REMOVEEXISTING ASPIIALT . ............ ........................................... ....... . . . ..... ........ ... ................... .......... ............ ....... I ........... NEW FINISHED SPOT ELEVATION .......... ....................... ........... . ..... . . _41 ... % ................. TOPSOIL AND SEED LOAMd-DOCK ............... ....... ....... .......... ........... ............ .......... ........ ... ...... ............ ............. ... ....... .......... . ................ % EX151ING WATER MAIN ...... .... ONCRETE ........ + 5.7 ... ...... ..... ............ .. ...... .... ......... GRADING LIMIT LINE ..... . .......... 7 NEW FIRE: HYDRANT VALVE A55EMBLY .. ........... ............. .............. CATC". < ........ ASN -w- NEW OLDIF WATER MAIN CB TF=343.20 RIM 344.5 INV. .40 N 351.9 I ENTRANCE ...... ... ...... ....... .3,3-8. 351.4 .,:: ... ...... 3W.0 E EWER PVC- SDR ZG ............. / ----- ... ................. IN 34! - 12" HDPE ENTRANCE ...... ... ........... .30 .. V=338.10 01.00% 1 1 ................... ..... . ........... .... FT 353.0 NEW �MIDING .......... omm NEW SEWER MANHOLE ..................... -:OAT .......... ................... NEW ENTRY : ........... . ............. ..... . .. .... AND CANOPY .............. ...... ............. ............. ............... ............. TC 351.9 .......... ................ .. . ..... . .... ......... ............... ...... . .......... d ................. ............ ....... 192. ... ......... .......... . ...... I ......................... ... ....... ........... ........... ......... ...... .... ................... ................ ......... % ............ EMSTING cow........... ......... 0�!ATTC,4.,,BA57N1,G -0 _tid STORM . ...... ....... . .................... BUELDING CL C14 E"Nof ......... ...... ...... ... 12" INV 3, ................. ... . ...... ....... . .......... ...... 4r .................... - ------- ................. ................ ............... 4( ....... .... .. .... .. .............................. \MLLOW ......... ....... ............... ...... .......... ....... ........ ............... ........... .... ...................... . . .............. . ....... ..... .......... ... ......... . . ................. ............. ....... ... ............ li, r . . . . ............ .................. .. OAK ............... .......... .... .... .. ....... ....... .. ....... . . .... .. WAK.:-%,::-%­ . . ........ . .............. -'.'.INV . ......... ............. .......... ......... ............... OAK ........... .... ...... ...... ..... EXISTING 48.2 .. ... .... 350 ........... FARMG LOT .... ........... 347.7 .................... ... ... ............ ............... ........... ............ . ....... .......... .... ... ........... ;,:,. .................. WNW ... .............. .. ..... ... ........ . ............. ................... .... ........ ... ................... ........ .... . ............... .... . ......... ....... ... .. ...... ....................... .......... .................. .................... ...... ........ .... ............... ......... I ................ .. ......... ....... .................. CATO" BASIN I ........... . ..... .... .......... ......... .......... I .... 1 1.11 1 ..... ....... .... OAK INV 344.6 1 .... , ... ....... ... ........ ............ :.7 ................... ......... . ..... ............ < 0) ............. ................. ............ ...... ...... POND .................... ............. 347 ........ \oAr JL ....... .... . . ...... ..................... ... .............. ........... ... .... ......... .. .... . .......... ...... ..1. . . ..i i . ......... ....... G ........... ................ f1�'\VCULVERT EM ....... ..... ...... . .... ................ ... ... ........... ............ INV .342.5 7 . ..... ................... ... ..... ..... ... . ............................. ............... ............... ............. moo S!5.4:. I ..... ................ ... .......... ................................... . \ ........... ....... .......................... .. . ........ .................. ... I I ... .... ........... . .:.:. .* . 2"...... .... I ................. ......... ............ ....... ............. ....................... ........ ................ ........................ I .......... I ... :�. .*.,.*.,.,.*.,.....-.-.,f....,................................-.......-.....,.*.,.,\*.,.*.,.*.,.,.,.,.,.,.*: ..... .......... .......... ... . .............. ........................ .............. %. ............... ........................ ........... Q3 4j .. ... ............ ....... ...................... ....... . ... .................... .............................. .... . ...... ...... .................... ... ...... .. ............ WILLOW f .......... MG B....... CrAK .......... co .......... ........ 355 POND I I -35G 357 .. ......... .................. 0 .0 OWN tea ofta U.0 0=0 ft� ............ 7 wmm WAND .8 &-zw -7RADINC-7 4r- C ............. saw ago one moo ........... Ono 40' AND .4f ,345 r 0or .4P .......... 4?' 400 . . ................... ........... - 0o ................. .......... . .......... 4WD 1.6% Iwo 410, am moo 4JJ Cp_ DRIVEWAY I am - - - - - - - - - - - - -0 ------------- . . ................. < - - - - - - - as"M 345 E wow N AVE G. S. P. QUEENSBKRY 355 wV . . .. . .. . .. 350 . .. . .. LARDSCAPE ARCHITEC7S Miller Associates 169 Haviland Road, Queensbury, NY 12804 ce Nace Engineering PC ANGIODYNAMICS, Inc ............. Hicks Road, Tom of� Gueensbury, Norren County, NeN York . .. . .. 169 Haviland Road Queenebury, NY 12804 L Omar/Appllaont: Anglodynomics, Inc. VanDusen & Steves Land Surveyors, LLC Hicks Rood, Gueensbury, N�T' 12804 169 Haviland Road QueensbuU, NY 12804 L/MM I N/AL-7t: PLAN Date: October 15, 2008 ReYmfom SP-5 SHEET S OF q 4 _ / T WATER BA5 N SORM 1 , / 4 r :4 .Fi EE SHEET SP 6 1 I i 1 \ - _ \ \ �.. �• \ \\ 339 � ...- _ -- - -- � i / � � � _ S.W.P.P.P. REQUiREhI'5 MAINTENANCE 341\ L THE CONTRACTOR LMMTA1 NG 517E CONSTRUCTION OF THIS PROJECT MUST .SIGN L SEDi>MENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEM CAPACITY THE CERTIFICATION N THE SWPPP AND BE FAMILIAR WITH ALL REQUIREMENTS Or HAS BEEN REDUCED BY 50%. ft to I'm THE SWPPP AND REQ1112EMMS OF THE NY$ DEC SPDES GENERAL PERMIT FOR " - -- - �\ STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. 2 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE NSPECTED WITHIN 24 A \ HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE 345 - � �. t , � � , , , �, .� 2 THE CONTRACTOR IS SOLEY R£5PON5�LE� TO COMPLY WITH THE TERMS 346 / � � +� - GOOD WORKABLE CONDITION. � ( \ _ - , _, 34G.8 OF THE NYS DEC SFDES GENERAL PERMIT FOR STORMWATER DISCHARGES 34,..& \ - _.•• ,__ ._._:__,,,_ _ _ _ -- - --•- -._ _ / • ,. a FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-Oz•-01.::GOP�S OF..Ttt£t GEi�RAI. ;, , � �� •: �:.: .3. 'ftfE cONTRACTOR� SHALL�cONDUC'T AN c NSPE TiON OF THE 517E ON A DALY BASIS 42 _ _ - -- / / - Y SEA PERMIT ARE AVAILABLE BY CALLING DEC C518) 402-$109 AND ON i.INE. TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. 6 \ 3 4 _ / - / CONTROL FENCE I J 3. A NOTICE OF INTENT (NOD MUST BE SUBMITTED TO DEC PRIOR TO NIT1ATNG WORK. 3�g PHASE 2 ,-. 1 4. ANY STOCKPILES OF FILL, TOPSOIL,. EXCAVATED MATERIAL SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. 4. THE SWIM INCLUDES INFORMATION ON ALL DRAWINGS SF-1 TO SP-9 AND THE loom, STORMWATER MANAGEMENT REPORT. / / ; w h• .I / , . � TOPSOIL STOCKPILE � --•� � � ,� � 5. PRIOR TO Cohl'1ENCtrMENT OF CONSTRUCTION. 1H£ CONTRACTOR SHALL "AVE THE / mg ma a / as _ ": - . •.. " - _ _ _ - I ��` \ / ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY N AN NSPECTION SEDIMEINi w: ars,� ,' CON�TRLICTiON ENTRANCE W - � . •d :... -.. - 1 i - _ . REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN STABILIZATION Y / ®- / RO • • • " • • � ` " .. •, • •., >k�- ADEQUATELY INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. THE ENGINEER CONTROL FENCE / � , i ' .. '., .' •',• -%` ' • .� ::d ' .: '• .;. .. " • /• ' • •' ' ', •• °. .• • '. '34,q.'... a• .. 3 .• ..: SHALL MAKE WEEKLY SITE NSPECTTONS AND NSPECIiONS WITHIN 24 HOURS OF A r . ; • . 1. THE CONTRACTOR SHALL NIM1Tr STABIIZATION MEASURES A5 / 6J • • •I • ;° ° : e / :.: •�° •: , ;� a ' . • ' , STORM EVENT OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT •r���,No M :• ' ,d.. ° a': .. I• .: •:• 'd�.' • :. ': . ' "��` ! ' '' AS REQUIRED BY THE GP-02-Ol. SOON AS PRACTICABLE N PORTIONS OF THE Sid£ WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT •+ n . d :� !° . d • + ...: / , a • :.. �� . ' • a I I s«s G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A NO CASE MORE THAN 14 DAYS % \ h'`• _�, d /+••''' t i' $9 leia Ira a� AND PERM �a • � _ SiTE LOG BOOK. MAINTAINED ON SiTE AVAILABLE TO THE '(PING AUTHORITY - , --•' ' TOPSOIL ST GKPILE '` \ UPON REQUEST• 2. STABILIZATION OF GRASS AREAS INCLUDES HYR05EEDNNG USING r t • • I -' -' TACKIFER ON SLOPES OVER 54 OR SEEDING AND NSTALLNG �, ��.• .d .. •.,... / , CONTINUOUS G . 5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL ••• 1 34 ... �\ INSPECTION TO CERTN'Y THAT THE SITE HAS UNDL:RGONE FINAL 57ABLRAl10N AND A ONTNUDU OVER OF STRAW M'IA.GH WATERED N70 PL.AG£ •- / ••, •... �. � � � THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. .\d' { NUT X J -- ' UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION CN07) SHALL BE PROTECTION I 350 \ SUBMITTED TO NYS DEC.on - ��If Qff If GONSTRUGTION SQUi=hlGli�t6 2 SEDIMENT 349 Y CONTROL ,FENCE /14p, Y - _ L THE PROJECT SITE 15 TO BE DEVELOPED N FIVE PHASES TO MMNIZE EXTENT ! - SEDIMENT / CONTROL FENCE -' �- _ - ^ _ / ` / / / / OF DISTURBED SOL AT ANY ONE TIME. PHASE 4 Y� / - - - I I-- -- ma's / CONTROL FENCE' / / ) I = ^ - - = ` s50 - _ o ` l O PHASE I 17. THE LIMITS OF CLEARING AND GRADING REQUIRED TO CONSTRUCT THE MAN 2 THE LIMITS OF CLEARING AND GRADING REQUIRED TO PROVIDE CONSTRUCTION ACCESS. PARKING AREA SHALL BE STAKED BY A LAND SURVEYOR. � .- � STAGING AND BUILDING CONSTRUCTION SHALL BE STAKED BY A LAND SURVEYOR. i � TEMPORARY � / / - ,. / I i j I � �- � � I i 1$. 'ftiE CONTRACTOR SHALL CLEAR PHASE 4 AND REMOVE TIMBER AND DEBRIS. / etaI - 3. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE A5 SEDIMENT TRAP to i X J i DETAILED N THE LOCATION OF THE PERMANENT DRIVEWAY. INSTALL 111E CULVERT 19. PRIOR TOTHE START OF GRADING OPERATIONS. THE CONTRACTOR SHALL INSTALL 1� �' '� / � PROTECTION 4.000 OF 5TORAG / / WITH STONE INLET $WALE AND STONE OUTFALL. SEDIMENT CONTROL FENCING AND TEMPORARY SEDIMENT TRAPS AS INDICATED. / 1 3 y $o I 1 r 11 4. THE CONTRACTOR SHALL CLEAR PHASE 1 OF THE SITE AND REMOVE TMBER AND DEBR15. 20. THE CONTRACTOR SHALL COMPLETE GRUBBING OFM110NS AND REMOVE 1 \ � _.- ••, �' / "� / III ,,,_ � 5. PRIOR TO THE START OF GRADING OPERATIONS. THE CONTRACTOR SHALL INSTALL STUMPS FROM THE SITE. TOPSOIL TO BE STRIPPED AND STOCKPILED FOR REUSE. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. SEDIMENT CONTROL FENCING AND TEMPORARY SEDIMENT TRAPS A5 NDICATED. E TEMPORARI ._ ._ \ \.. G. THE CONTRACTOR SHALL COMM-M GRIJI MG OPERATIONS Arm REMOVE BE THE BETE SHALL BE ROUGH GRADED. CUT AND FILL OPERA110N5 SHALL STUMPS FROM THE S M. TOPSOIL TO BE STRIPPED AND STOCKPILED FOR REUSE. BE COMPLETED TO ESTABLISH ROUGH 5UBGRADE ELEVATIONS. SEDIMENT `CRAP 22. THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT STORMWATER 7.000 OF PTORAGE \ / \ 7. THE SITE SHALL BE ROUGH GRADED. CUT AND FILL OPERATIONS SHALL RUNOFF FROM PROPOSED BUILDING AND PAVEMENT AREAS. THE TEMPORARY SEDIMENT BE COMPLETED TO ESTABLISH ROUGH 5UBGRADE ELEVATIONS. FILL SHALL BE PLACED TRAPS SHALL BE SEEDED WITH PERENNIAL RYEGRASS AT 5 W. PER 1.000 SF. N LOWS AREA AS NNOATED ON THE GRADING PLAN. 23. ALL DRAINAGE STRUCTURE5 AND PPNG TO THE PERMANENT STORMWATER BASH 8. THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT STORMWATER SHALL BE NSTALLO.' NLET PROTECTION SHALL BE INSTALLED AT ALL CATCH BASH$ =RUiNOFF FROM -PROPOSED BUILDING AND PAVEMEENT AREAS, THE TEMPORARY SEDIMENT TO PREVEM.•SEDIMENT LADEN STORMWATER FROM DISCHARGING INTO THE COMPLETED TORMWATER BASH. TRAPS SHALL BE SEEDED .WITH PERLT�t. RYEGRA55 AT 5 hs. PER L000 Sr.5F. cL WHEN THE BUILDING 15 SUBSTANTiAL.LY ENCLOSED AND THE SiTE 15 STABLE 24. WHEN SWGRADE FOR PAVED AREAS ARE COMPLETE AND THE BULDNG lip \ \ mso\ % PHASE TWO CAN BE INITIATED. ROOFS AND SDHG ARE COMPLETE. THE CONTRACTOR SMALL COMPLETE FINAL GRADING i / / - ` 1 _ /� / / f OF PHASE 4. ALL LAWN AREAS SHALL BE TOPSW.ED AND SEEDED. PERMANENT STORM 1 \ PHASE 5 - S � / \ , � -,- / / i PHASE 2 MANAGEMENT DEVICES SHALL BE COMPLETE AND PROTECTED FROM SILTATION UNTIL 1 / / / / / II i` hti ALL LAWN AREAS AND LANDSCAPING ARE ESTABLISHED. 10. THE LIMITS OF CLEARING AND GRADING REQUIRED TO CONSTRUCTION THE PERMANENT. SEDIMENTWETLAND I \ \ / 11 PHASE 4 STORMWATER MANAGEMENT BASIN AND MITIGATION AREA SHALL BE STAKED BY i / Q \ / i / ,. 25. FOLLOWING COMPLETION ALL PLANING AND THE ESTABLISHMENT OF ALL GRA55 I Q I I \ - CONTROL FENCE \ / � � / / CONSTRUCTION ` � ") A LAND SURVEYOR. AREAS. REMOVE ANY COLLECTED SEDIMENT AND REMOVE THE SEDIMENT CONTROL J' i I STAGING AREA II 1L THE CONTRACTOR SHALL CLEAR PHASE 2 OF THE we AND REMOVE TAKER AND DEBRIS. REMOVE ANY DEBRIS FROM THE PERIIIII OF THE SITE AND DISPOSE OF REMOVE EXISTING ASPHALT ALL WASTE MATERIAL INA LEGAL MANNER. TOPSOIL AND SEED I 1 • I \ \ / 11 � d ' � / / � / / , _. -- 12 PRIOR TO THE START OF GRADING OPERAl10N5, THi^ CONTRACTOR SHALL INSTALL ,�h° sEDMENT CONTROL FENCING AS INDICATED. 26. REMOVE COLLECTED SILT FROM ALL CA7Ctt BASINS AND REMOVE FROM THE SITE. / ! '�S t 13. THE CONTRACTOR SHALL COMPLETE GRUBBING oPERATIONs AND REMOVE PHASE $ 1 1 I I ( c9 \ / / ? / 1 351 / / / STUMPS FROM THE WE. TOPSOL TO BE STRIPPED AND STOCKPILED FOR REUSE. 51 ----- DE 1 �� \ / / i , 3 - 11 / 27. COMPLETE FSIiEWORK AT SOUTH SOF HICKS ROAD INCLUDING PARKING LOT I 1 14. THE SITE SHALL BE GRADED. CUT AND FLL OPERATIONS SHALL BE COMPLETED AS RECONSTRUCTION. WALK$ AND LANDSCAPING. FOLLOW PROCEDURES AS OUTLINED (U INLET '9I X PROTECTION ` I I I / c' i \ { T / ` f NECESSARY TO ESTA13USH STORMWATER BASH GRADES AND EL.EVATION5. FOR EARLIER PHASES �' I 1 / / / 15. THE STORMWATER BASH SHALL BE GRADED TO FINAL GRADES. INSTALL NET STONE WEIRS, STONE LCHANNELS AND KU - OUTLET M NG. INSTALL PHASE ( X PROTECTION INSTALL TOPSOIL AND SEED. INSTALL EROSION CONTROL MATS ALONG OUTSIDE , SLOPES OF THE BASIN AND INSTALL NEW MILDING I / � / � / / � I GRASS SHOULD BE ESTABLISHED BEFORE BASH 15 UTILIZED. 1 I , � / I / -, � \ � � \ \\ I ! / / � / / � J �. •- s _..- \ /l � / / / \ �') � PHASE 3 K ' 1) / / 16. COMPLETE FRONT DRNEWAY LOOP AND FRONT SITEWORK INCLUDING DRAINAGE STRUCTURES. PPNG AND RP RAP. FOLLOW PROCEDURES AS OUTLINED FOR EARLIER PHASES II 4p SEDMENIT ! \ ►. a°` j \ \ \ / i / / 1l ( /TEMPORARY \ SEDIMENT P � AFMA OF DISTURBANCE i w ,�h \ \ \ \ 1 1 / / / II i 14.1 OF iS 0 GE TOTAL D15TURBANCE= 11.3 ACRES PHASE 1 BUILDING SITEs 4.2 ACRES - PHASE 2 STORMWATER BASIN, 1.9 ACRES /WILLOW/� \ \ \ \ / / / it I 1 - PHASE 3 FRONT ACCESS DRIVEWAY= 1.8 ACRES ® PHASE 4 MAIN PARKING AREA= 2.3 ACRES OAK i ! ! r- I � � ` � \ \ � � 1 1 / coNSTRLIGTION ll I _ = = 1 , / / / / l / ) J / \\ l i \ 1 STAGING AREA - \ t -PHASE 5 SOUTH SIDE RECONSTRUCTION O.9 ACRES / OAK / / I / - �\ ( - \ ( / \ 352 \ / I 350 PARKING LOT � 1 rj /Co-4�" cv /J�j III l / / J h�/I 1 1 1 //�®� 353\ \ OAK cu PHASE 3 C POND CONTROL 47 ( / \ \ ! CONTROL FENCE O. : TOPS !i STOCKPILE (E / 1 ° •� . ! �A� // I o .Q 11 j I _ / Y SEDIMENT � �� /�; _ � _ - � �- � / ' ( - - -.._ 1 / \ / / j• I � / CONTROL FENCE I \ I `.-......._ ._...._-- -- \ / K WILLOW EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE ENTIRE PROJECT CREMOVE SEDIMENT CONTROL PRIOR TO CLEARING AND AFTER FINAL SITE STA5LMATiON FENCE SOIL DISTURBANCE AND VEGETATION ESTABUSHMENT) STABI.RED CONSTRUCTION PRIOR TO NITIAL SOL. ENTIRE PROJECT CREMOVE PRIOR ENTRANCE DISTURBANCE TO FINAL DRIVEWAY FINISHING) SEDIMENT BASH DURING NVITiAL SITE GRADING LINTL FINAL SiTE GRADING AND CONSTRUCTION OF + EXCAVATION STORMWATER BASINS TEMPORARY SEEDING AFTER NITIAL 517E GRADING LNTL FINAL GRADING AND + M ULCHNG VEGETATION ESTABLISHMENT STORMWATER BASIN DURING FINAL 517E GRADING PERMANENT DRAINAGE STRUCTURES WMG FHAL 517E GRONG PERMANENT AND PIPING SEEDING + OTHER VEGETATION AFTER FINAL WE GRADING PERMANENT STABILIZATION 1 &AK I I / ( ( .� _ hh POND J i � � 1 / I � 357 1 ,� `360 3S 358 � 35q I � t I LEGEND o 1 - - - 93 - - - EXISTING CONTOUR G 3309- PROPOSED CONTOUR SEDIMENT CONTROL FENCEV ON Y i TREE LINE - LIMITS OF CLEARING AND L`\�_`_ '�_ SEDIMEN i 345� - J/ ,/ e3� L` \\ \ / � i \\ ��� `'---_.._._._--._._.-__` � � \ / ® TEMPORARY SEDIMENT TRAP - -- - - � - .. �" � -- �` GRADE THE TEMPORAY SEDIMENT TRAP CBA51N) TO CONTROL �. - " ` THE SIZE INDICATED TO COLLECT RUNOFF AND SEDIMENT FROM THE CONSTRUCTION SITEA _ «- ----J PLAN . REMOVE THE SEDIMENT TRAPS AND COLLECTED SEDIMENT WHEN SIGN` \ \ - _ _ - :....'/•."� J f - - _ _ PERMANENT 5TORMWATER BASINS ARE INSTALLED. Ilk -- _ ` LIMITS OF DISTURBANCE dam wow � "(NLI Da obey 15, lot3�F5 s m_- - - - J - -- - _ - ' _ -- '"VE V _ - - EROSION CONTOL MATS w;w mm1mxmz-A Q.................. EE1��� `. -- f J l / jRy - - 35 5 G.S.P. _ - . - .. _-- Ravislons ...................... ED . ..... • 7`--------,� � may.._.._...-.._.•• 350 _ ..� _ .. _ .. - .. _ .. Miller Associates LANDSCAPE ARCHIM rs ANGIODY]NNAM"ICS, r_ �.: Q Inc 169 Haviland Road Queensbury, NY 12804 ............. . .._.._.. NMBEFORE YOU DIG UFPO Nace Engineering PC Hicks Road, Town of Queensbury, Warren County, New York UNDERGROUND FACILITIES C% .. - .. - • PROTECTNE ORGANIZATION 189 Iiavlland Road Queensbury, NY 12804 IED ••L • -- • • - • ' ' 1-BOO-q62-7�i62 t� _._ / 48 HOURS NOTICE REQUIRED Owner/applicant: Angiodynamic5, Inc. 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FLUORESCENT SPECIFICATION FLOOD EX-F2 400 TT LIGHT (2 HEADS) METAL HALIDE PEDESTRIAN SCALE LUMiNAIR.E ARM MOUNTED -10 pgATT AA-2 ON 12' POLE. KIM LIGHTING CURVILINEAR METAL HALIDE " 11 CUTOFF. TYPE 2. 17 DIA X 5 PEDESTRIAN SCALE LUMINAiRE ARM MOUNTED '70 HATT 0+ AA-3 ON 12' POLE. KIM LIGHTING CURVILINEAR METAL HALIDE CUTOFF. TYPE 3. 17" DIA X 5" AA-4 PEDESTRIAN SCALE LUMINAIRE ARM 70 HATT MOUNTED ON 12' POLE. KIM LIGHTING METAL HALIDE CURVILINEAR CUTOFF. TYPE 4. 17" DIA X 811 PEDESTRIAN SCALE LUMINAIRE P05T TOP AA-5 70 HATT ON 12' POLE. KIM LIGHTING CURVILINEAR METAL HALIDE CUTOFF. TYPE 5. 17" DIA X 5" -�4t! SHOEBOX POLE MOUNTED TYPE 3 CUT-OFF BB-H5 250 WATT HOU5E51DE SHIELD. (209 OVERALL HEIGHT. METAL HALIDE 88-4 SHOEBOX POLE MOUNTED TYPE 4 250 HATT GUT -OFF. (20) OVERALL HEIGHT. METAL HALIDE SHOESOX POLE MOUNTED TYPE 5 B$-rj � 250 HATT - GUT OFF . 20 OVERALL HE ( ) L IGHT. ME METAL HALIDE � 6" METAL HALIDE LENS GG 50 HATT DOWNLIGHT METAL HALIDE DECORATIVE LUMINARE ARM MOUNTED ON 250 HATT DD-4 POLE. TYPE 4. KIM L16HTING CURVILINEAR METAL HALIDE CUTOFF 21" DIA X 10". (209 OVERALL HEIGHT. � 5" METAL HALIDE LENS EE 100 HATT DOPI-IT METAL HALIDE "�'FF-5 DECORATIVE LUMINAIRE POST TOP. WATT 14' POLE i (K M LIGHTING CURVILINEAR CUTOFF. TYPE 5. I'1" DIA X 8" ME METAL HALIDE FLAG POLE LIGHT FIXTURE. IN -GRADE, m HH 12" ROUND. SPEGULAR REFLECTOR H/30 100 WATT DECREE SPREAD FLAT LENS, GLARE METAL. HALIDE SHIELD, PROTECTIVE DOME COVER. HET LOCATION. HYDREL MODEL QI00. 0.0 0.0 0.0 0.0 0,0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 '0.1 '0.0 *OA '0.0 '0.0 '0,0 '0.1 '0.1 0.3 + * * + + + + ' . 11 / 2.7 4.2 0.8 .3 0.1 D.1 0.0 0.0 0, 0.0 0. 0 / 0 1., i + + + + + + 0 .0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + , + , + + + + _+ / i "z•.�,°r,' 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 *0.1 '0.0 'OA '0.0 +D.O '0.0 '0.1 '0.1 +0.4 *1.5 '3.2 +1.8 ' .4 +02 +0.1 *0.1 '0.0 *0.0 + . / l 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0 % 0 7 / +0.0 +0.0 +0.0 +0.0 + + + " + + + + + + + + _`+ + + '++ + + + + + + + + + + 1. / t , 0,0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.1 d.1 0.1 d.2 0.6 1.7 2,0 .8 0.3 0.1 0.1 0.0 0.0 0.0 % .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _ + + + + + , + + + + + + + + + + + / A.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 '0.1 +0.1 +0.1 + + + + + + + + + % / .6 1.2 1.4 0 0.4 0 .1 0.1 D.0 0.0 0.0 0.0 + + + + + , + + + + + + _.. + + + + +' + + { + + + .RQ:8�1%32I�* - I i , . I . -/ 11I 1 / 11/11. / 11 I 1 N00 ,<> -,/ 63 \\ \ _I ­_.-____ / _ 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.d 0.0 0.0 OA 0,1 0.1 ,1 0.1 0.5 1.0 1.1 0. 0.5 0.2 0. 0.1 0.0 0.0 0.0 5'1T�E 1-4 % *0.0 '0.0 +0.0 + + + + + + + + + + , + + + _ j / /� / 0.0 0.0 0.0 0. d.i 0.1 p.7 L7 1.6 1. 0.6 0.3 02 0.1 0.0 0.0 . _---•-----'-"'-�--- -�_-• _ - n 1 ! % _--- _ -~- -. _. - 0 0 0.0 0.1 2- 25 2.7 _�.5- $8-.-'`0:T_ 0.2 '01 +0.0 +0.0 + \/ ____-_.-.___--- / PLAN 1 _ _• -• _--_.._ gB-4 ..-'--.. '0.0 *0.0 +0.0 *0.2 +2.1 +2.0 +3.0 *1.2 '0. 10.3 *0.2 '0.1 +0.0 +0.0 +0,0 c_ -- - • O / / % .--I--.-..-.__- *0.0 '0.0 +0.0 '0.2 0.8 +1.1 + ' . ' . 0.3 02 0.1 +0.0 '0.0 '0,0 _.____.--..-••- DRIVEWAY -.--.---.-,_.-_-_--____-._. ---__-_-_--_---__---__- ______-_--,S_, _J__11/ ---.-I -.. __ ____,_.- _/_1i1 /_11 1_1/ Icr_<� __.. -_-.-_-_- �_____'_ _.______ -._-__- _____­___.-_--_______._--_-.-_-S--_-._-_- _ _I _________,_._., .___.___._- -___...____­___.___1 --------- _---(.-� -.-U.1 --,--.,,-.---. ------'� B U B,,;- I a_ - +0 + + + + + + + + + + + + + + I / � , �/� a.' --•----•-•_-. 01 0 D.0 0.0 0.2 0.5 0.6 - 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 , 1 / - _5-----•------ _._--- '0.0 +0.1 10.1 +0.2 +0.3 *0.3 *0.2 * 4. 0.0 +0.0 +DA +0.0 - _ ,, T,n r-4 _g - _ .�.J 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 7 Date. October 15 2008 gyp- A ,��C0CZZCR11�8m;-'.O_I64Di4.�IP `R ___..._S•--- ---- __.._.._--- - - - 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 R@Y18i0118 _- __ - L -_- r.,----.__ L - -y __ - -- p4 �,� p + + + + + + + t t + + + + o _ - ---- OA 0.0 0.0 0.0 0.0 0.0 D.0 0.D D.0 0.0 0.0 0.0 0.0 +D.0 +0.0 /y F + + + + + + + + + + + + + + wv STATISTICS _ � N a . I to Im __ �N ,-+ AREA AVERAGE I MAX i- MIN I AVG/MIN EMPLOYEE PARKING LOT 1.5 fc 4.8 fc 0.4 fc 3.8:1 VISITOR PARKING 1.6 fc 2.5 fc 0.6 fc 2,7:1 � w LOADING AREA --''�^ 11.4 fc 31.7 fc 1.6 fc 1 7.1:1 WALKWAY 1.9 fc I 3.7 fc _ 0.8 fc 2.4:1 - f3UILDfNG ENTRANCE .,.ms 5.4 fc 10.6 fc 1.3 fc 4,2:1 Miller Associates LANWCAMARCWTAM *0.0 0.0 +0.0 '0.0 *0.0 *0.0 *0. *0.0 '0.0 *p, + + + 169 Haviland Road Queensbury, NY 12804 rl"Q*`IIIIIIIIIIIIllIlIll\51TE LICHTIN� PAN + *d.D 'D: *D.D 'D'0 0l �+D � UTI 1 V A I C S I c L� c.��_6 SCALE: I" = 30'-Oa Nace Engineering PC. +0•0 Hicks Road, Town: of OueenSbur , Warren Count New York 189 Haviland Road Queensbury, NY 12804 y y' VanDusen & Steves Land Surveyors, LLC SCALE: I"= 30' Owner/Applicant: Angiodynornlcs, Inc. I SP-6 189 Haviland Road Queensbury, NY 12804 HIcks Road, Queensbury, NY I25O4 SHEET 6 OF Of 340- __ 345 - _..---..--.__ \ / 11 ! ! t \ 18 RCP�OJLVER7 t _ _ 810 \ ! \ \ \ I { ! 1 l 1 INV e4.43 ! -�� err 400 MAI OMMON • MONOM ORMWATER BASIN OUTLET STRUCTURE SE I ) t \ \ \ I E DETAILS 2' WIDE X 6" HIGH WiER INV. ELEV. 342.5' TOP OF GRATE ELEV. 345.8' \ \ \ \ \ \ \ PERMANENT POOL ELEV. = 343.0' \ ` IN III \ \ ) LOW FLOW ORIFICE = 3" \ ! / \ \• \ \ IP RAP AREA BELOW & AROUND STRUCTURE B2 S3 ��— B4 f�- 8/ / r i � / j / � / \ \ \ _ � ' i , t \ `- - - ._ __ - -. _ - ._. / .�. � ..- __._ __ __ � \ � ,- / • / / EXISTING TREES EXISTING TREES — DUSTING, TREES + _--.---- •----- �_— TOP OF BE ' CULVERT END - _ - - �P OL flR50lE`AND : • • :..- / i i \ \ EXISTING INV 337.0 \ / 8 / 8 - 5fGR8Ei3"�CREiItS +TOP OF BERM ALL DIST-L"o-Ai :S I ( \ / \ \ \ FREES / `OOOF o ` , 1 �\ 0 / DRIVEWAY -- -- / •so � e _._..__.r-__••,_ __•:. :.; . '� r; - - �51isr FOREBAY - - - - - EMERGENCY OVERFLOW \ - SP LLLWAY - SEE DETAILS -- -'" / \ L _--_ _ - ` \ - AQUATIC &SAFETY .:*`ix:. + + SEDIMENT CONTROL ._._ -. _.._. - � ..- - 8 HDPE PON DRAIN..- -�_ �• ,�338.0 \ \ _` 8% REVERSE PIPE - FENCE FOREBAY ( \ `--BENCH.•,•<_�� �;J•,;r• . 34s.a "' Y I� DETAILS FOR PLANTING \ \ ;,, _ti• ;`�.a+:�:. TOPSOIL AND \ ` \ \ / -SEE DETAILS STORMWATER BASIN :< J.r:..a.,, \ / :• _ + 3 ,' �,.,�.z�+• �REBAY WITH � \ v I; r,, � +4 .•- 338.5 �.�..�.�}�r..�-• (�� , A� .Ei. 338.5 338.5 / " 1 -�. -•. TOPSOIL AND SEED • ; • i . :�r�;;..• y .:: i � � � � = � ::: , u+ - SEED ` \ I Y STORMWATER BASIN 5TORMWATER BASH G ". \ �• � .. :• • •':: a► a EXISTING TREES NEW \ \ T►I 1 � 1 LI�GLIvly " WETLAND SEED MIX o EXiStNG TREES - - - -- - �- - 343 3 \ t i STO ------_� NE F ILTER 3 1 2 :�• ....-----._. ... ... ! - • .. ... • • ... SEE • P I � ------�. •'•l"'ry OND DETAILS • ... • • .. .. .. .. � 1 ' " _._..�- - "•" ' 1 345 _ �' r ,i - -_ ......... °.a TOPSOIL AND CULVERT END ... .. .... .. , .. ... .. 4 R r .- 34s \ INV 341.0 -- � + — -- ALL DISTURBED AREAS -- -� � / .•- ,.-- +348.8 — -- — • �: 348.E •..... 1. 4 — r 346 4 -- + TOP OF BERM ,. . \ ( RCU LVERT END I( / TOPSOIL AND TOPSOIL SEED 1 INV 344.0 ALL DIALL DISTURB 5 STURBED AREAS ...-..-,.-... •,.. 1 ! A ............ ........................................................................... /............................................. V. .... �.t .. 1 ��. / -.. 1. . i !............................................. .............. . ........ ..... ............. 4 .. ....................... ............... . ................. ..................... ASPHALT. DRNEWAY.............. ................ . ................. . ............................. ........................... r ........................................................•................'la.................................. .......................... ...... r................................. ............................................ . ASPHALT DRIVEWAY -1 \ ....................................................................................... t. ............................. �j C6 ............... !" ::::.: :... :. . . ..': ..'::::::.. �............................ Y ::.:'.::::::::.'.:........ ::. ........ I \ ..?- -- ! ........................ r ... .. ..................... : ( CULVERT END, INV 342.0 5TORMWATER BA51 N FLANTI NG PLAN 5TORMWATER BASIN FLAN SCALE, V _ 30' SCALES 1" 30' PLANT LIST FOR STORMWATER BASIN SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS AQUATIC BENCH AND SAFETY BENCH 5W ANGIODYNAMICS, PANICUI'1 V�GATUI.1 SWITCH GRA55 Si:EDLINGS OR G.G. at 18" - 24" O.G. SG POLYGONUM SPP. SMART WEED SEEDLINGS OR G.G. at 18" - 24" O.G. HEAVY RECTANGULAR OPENING WITI�t DUTY FRAME AND SLOTTED GRATE TRA5H RACK - SEE TABLE FRAME TO BE FOR SIZE AND NVERT MORTARED TO TOP OF INLET SEED AND MULCH SIDE SLOPES 12" trdn. 6-8" RP RAP TOP OF BERM 4" #2 BROKEN OR CRUSHED STONE EMERGENCY OVERFLOW - SPILLWAY SEE DETAIL CJTORMWapI .. TOP OF GRATE ELEVATION TER DA51N AND OUTLET 5TF4ZTURE TABLE If li!=1�1-!i! -1-11= -- - r► -. ._ SEE TABLE o _ _ -I EMBANKMENT To BE CONSTRUCTED of T� GEOTEXTILE FABRIC ! -i { 1= N 1 = _ ON -SITE SOILS PAGED N 8 MAX. LIFTS _ - I i l_{ - 4 !�- = =AND COMP , 3 s- ACTED 70 MN qOz PROCTOR DEN51T'Y. - i it I 1 max. I FILL MATERIAL TO BE - _ _ _� r FREE of ANY ORGANIC - - N �� • i IT1-f { I ! i i .._ � j= r MATERIAL +ti»c- !"� OR STONES LARGER THAN 6 . II- I � I'I ACTUAL cOr� � - 1- _T TI^i l .. _ AC'ilOFt SHALL BE TESTED BY i I 12 min. 6-S RIP RAP`g 1--� AN INDEPENDENT TESTING LABRATORY = _ � ,1 TI- At PPE OUTLI=T 2 on 1 max. _ REINoRcrt�Nr INFLUENT PPE - SEE PLANS, ! -! I I -IT , _L - - -` �- _I i I I-i I�--) I 8•• PRECAST CONCRETE STRUCTURE - I BENctt ° E - �_ .I11 --�i FORT MILLER OR EQUAL - WX TO FOREBAY PERMANENT Pool � !_ ' ! TIC I ORI!`iCE NV. BE ADEQUATE FOR PPE + WEIR OPENING - -- ICI �r_I i 1=1 i �! � I• � � •� TABLE FOR ELEvanON s� - - - —Iir _. EARTH BERM o _ W/ S WiDE. STONE FIL TER f i ' Pools 1�1 I I I o I e _ _ � - - - 11111 4" #2 ,1 ! _ II I 11 I _ - , BOTTOM OF BASH ! -i- I I !=1 k- I = a I -I - BROKEN OR _TI ! _ . II �.! I ! � : OUTLET PPE CRUSHED STONE - ICI I (_ i ! i-1Tl I SEE TABLE FOR ELEVATION 4" DRAIN PIPE WITH GATE VALVE AT CB •Il- _ _I _- -__ __.�_-__-_ ,. ;_-;____. ,,._. SEE PLAN I _ _ _ _ _ _ _ _ _ _ 1� _ _III I I i I -I I H i r! 1 I_! I i_I I I_1 ! I_I I I_ I _ _ _ 11 - -, _ _ .- .- _. -- _ I I . { I I i (. J� I i I ! i ! i I i i-i I i_! i II i !._i _I ! � -_ I _ _ L _ _ _ __. _ � i I III--Il1 f!, .iI I III-Iii_(lf-il__ III IiI-11 _ I - -- -- - -- - -- I -� --- - ! _ .._ __ i fl-ili ! ._ ___ , _ � I __ TI ! I I _ GEOTExn.E ! _ i I N I _ F I III it _ ABR1C I Ii _ I � i 1! {I !II III Ii ilhi �I PPE To E _ -- �-- _ _ _ _ i ( ITI 111-i I , III -I 11-- I_ I i_ B MORTARED ___--- 1 - __ -- _ _ � . 1{ !{ II_ _ _ _ _ 1Tf,.,.I I 1 Imo( _ _ � !l1 _ _ I 1 TI I N PAGE 1�I � _�1J T I- � �- I TYPICAL _!I_ _ _ _ _. __,.. Il...il�ill _ i II III !iI !Ii •l1--II!-.!!! n _!!! _ _ ._ _ _ _ _ : i_i I i F_-;, ! I,_L, , � I �r ILL , ,1 i� f I �y aNrl SEEP COLLAR _ i � 'j�(j—j','''_ � 1 4 Ili l i l �•I 12 THICK CLAY - .� ANTi SEEP _ O O o COMPACTED GRAYEL BOTTOM OF FOREBAY � „_I I !-i I !—I ! !� � 1 BARRIER TO EX I TEND MIN. _ _ _ _ _ i i_i,1 I i SEE TABLE FOR ELEVATION I i_i I I I I H I I .) I_- -- 3 FEET AROUND PIPES _L _ _ ! _ COMPACTED SUBGRADE IT, SEE to - F - 5T0 - RM�IATER BA51N AND OUTLET 57MTURE TYPICAL SECTION SEED AND MULCH SIDE SLOPES SEED AND t'RJLCtf SIDE SLOPES _.�. NOT TO SCALE zO' AS NOTED 2.0' ON PAN 5TV R1 " II A TC+P OF BERM ELEV. PER PLAN �R _I I I -I I I � II -III!- 1 I ! I! 1; I I =I + t�P1.LWAY CREST ELEV. PER PLAN �1111 !-- FOND I; CAP _ DETAILS t-� - � i !-i T L-I I !-! i !-! ! != ! I ! -! I ► !T-- = I i•=.!T-!Ti-I ► !=! ! !- =u 1-! ! !---! ! �-- ��L/ --12" min. NYS DOT ITEM #G40.03 LIGHT STONE FILLING 4' #2 BROKEN OR CRUSHED STONE PLNTI �� GEOTEXTILE FABRIC Section Across Spillway STORMWATER BASIN .OVERFLOW SPILLWAY DETAIL Date: October 15, zoos NOT TO SCALE Revll BOTTOM ELEVATION OF FOREBAY 335.0' BOTTOM ELEVATION OF PERMANENT POOL 335.5' PERMANENT POOL WATER SURFACE ELEVATION = LOW FLOW ORIFICE INV. 343.0' LOW FLOW ORIFICE 51ZE 3" dia. TOP OF INTERIOR BERM ELEVATION 343.2' INVERT OF 2nd STAGE CONTROL OUTLET 344.2' 51ZE OF 2nd STAGE CONTROL OUTLET 2.0'w X G" h TOP ELEVATION OF CONTTOL STRUCTURE - GRATE ELEV. 345.5' T F MAIN M TI N 4 EMERGENCY SPILLWAY ELEVATION 34G.3' Miller Associates LANDSCAPE ARCHITECTS 169 Haviland Road Queensbury, NY 12804 Naee Engineering PC 169 Haviland Road Queensbury, NY 12804 VanDusen & Steves Land Surveyors, LLC 169 Haviland Road Queensbury, NY 12804 Inc I•lioks Road, Town of GZveensbury, Warren County, New York Owner/Applicant: Angtodynamics, Inc. Hicks Road, Queensbury, NY 12804 sl`tEEr -r of a SMOOTH BRUSHED FINISH ON CURB TOOLED JOINT - TOOLED SCORE JOINT. 1/2" RADIUS t. 1.. 5•' BROOM FINISH PERPENDICULAR TO WALK - . BROOM FINISH SURFACE TYPICAL z FINISHED GRADE PERPENDICULAR TO WALK SEE PLAN. 5 oc NOMINAL EXPANSION JOINT AT FLUSH LOCATIONS CONCRETE WALK TOOLED SCORE JOINT EXPANSION JOINT SEE PLAN. 25' oc max SEE DUAL1/4" R. 1/2" DEEP 3/8" COMPRESSIBLE FILLER j .. STRIP + SEALANT i9 D ° '' D z 9 .. .. 6 1g WITH ?�' ' 6 x 6 NO. 6/6 WOVEN WIRE MESH Gxrox6/G WWF TOOL BOTH EDGES .. TOP OF SEALANT 1/2" BELOW FN. GONG. .° .. 1.5 TOP COURSE ASPHALT IIII I) ap ASPHALT r D 6 GRANULAR SUBBASE COURSE - r+ po NYS DOT SECT. 304. TYPE 4 1.5" TOP COURSE ASPHALT I=I I ={ ({. a " ' °.' . ° : • • . 4.000 I CONCRETE BROOM FISH i ° '' ' ` ' ' : ° PERPENDIGLAR o �' o0 o A ° • e .. OS COMPACTED TO 957. STD. PROCTOR ►��{�11�1 .. CPO 2 BNDER COURSE ASPHALT o TO WALK DIRECTION _II off..., og :oo:.' .o• GRANULAR SUBBASE .. _ .o o .o o INSTALL `WEDGE TO PROVIDE SWALE c , . q ; o . 2 BINDER COURSE ASPHALT o 0 0 00. o: t9 Q I o`boBcA C5' � � 1 .o� ,o .. , . NYS DOT SECT. 304. TYPE 2 i .o' o'�' C� : • .. o :: • • : • :.0 3:• .... , . oo COMPACT TO 957. STD FROG 6_�c CoGRANULAR SUBBASE COURSE OOoGRANULAR SM13ASE COURSE NYS DOT SECT. 304. TYPE 2 -o o':. O o. NY5 DOT SECT. 304. TYPE 2 I i I -1 I lil! 1-1 I ICI I L—! I 1=1 I I —11 I; (I i =i I 1=1 I I I (ICI 1(— �co //cflo;.:COMPACTED TO 95T. STD. PROCTOR = I I -- _ i — - --:-1 i 1 -- = - -- - --__--..\ \ \ \ \.-- COMPACTED TO q5Z STD. PROCTOR (� I I i-1 I l,� I 1 ! I I 1-1 I N -1 I I I i . l i I�I 11�1 i ! �1 I -1 I I rl I 11/2 , s m� \/\/\/\/\/\i\/\i /\/ `SW COMPACTED TO o, CO o. 11=1 11=1 I I El I {=i 11=1 11=1 I m. i 1= I =1 1=1 1=1 I 3 TOOLED EDGE. 4 \//\//\//\/!\//'\//\//\ \//\ \/\/ 907. STANDARD PROCTOR q'': Q - I- SUBGRADE COMPACTED TO \\ \\ \\ \\ \\ \\ \\ \\ k \ \\ ={ I I= I I {�i 11=1(( ; I I IT-�� �) I I, .I I I ..I I I. ,!!) iT .I ,-„ suBc�RADE COMPACTED To SLOPE- 1/8•• To 1,4.. 90y STANDARD PROCTOR q07. STANDARD PROCTOR GROSS \ \ \ \ \ SIIBGRADE COMPACTED TO per FOOT CMAX 5/8" per ft.) q07. STANDARD PROCTOR CONCRETE PAVEMENT .:, -; .� . _ INTEGRAL GONCR�ETE G� T � ASPHALT WING SY�,�4LE _ ASPHALT PAV'�MIEN NOT TO SCALE NOT TO $GALE NOT TO SCALE NOT TO SCALE AT PAVED AREAS RESTORE PAVEMENT OR INSTALL PRIOR TO PAVING � 1.5" TOP COURSE ASPHALT GRADE AT UNPAVED : /- AREAS RESTORE TURF _ 3" BINDER COURSE ASPHALT 1 T o. . o. 18. GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 2 —II o Q �•.• PIPE LEAKAGE TESTING •t DISINFECTING WATER MANS SHALL BE WATER TESTED AT 1.5 TES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD OF 2 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA G600. WATER MAN SHALL BE FLUSHED AND DISINFECTED N ACCORDANCE WITH NEW YORK STATE DOH STANDARDS AND AWWA C651 PRIOR TO PRESSURE TESTING. NOTE ALL WATER MAN INSTALLATION TO BE N CONFORMANCE WITH' THE DESIGN + CONSTRUCTION STANDARDS OF THE TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE o .. WATER DEPARTMENT PRIOR TO COMMENCING ANY I jr o O : a COMPACTED TO 957. STD. PROCTOR CONSTRUCTION OF WATER MUMS. —� NOTES RESTORATION OF PAVEMENT N STREET NOTE 5< TO BE FLUSH WITH ADJACENT PAVEMENT AND 5 BASED ON 200 PSIG CONCRETE SHALL CONFORM TO THE - ALL JOINT$ SMALL BE CLEAN SAW CUTS. THIS LAL PRE L i BA REGUIREMENTS OF SECTION 500 OF BEARING PRESSURE AND A SOIL NYSDOT STANDARD SPECIFICATIONS. _ BEARING CAPACITY OF 2000 PSF AND SHALL BE CLASS B. MACHNE 13ACKFLL W/ NATIVE MATERIAL COMPACT EXCAVATE TRENCH WIDTH j IN 1'-0" LIFTS CONCRETE ' MINIMUM WIDTH EQUAL 'n C4" MAX. SIZES SMOOTH FORM FINISH on CURB TO PIPE PLUS 2.0 FT. 0 TO 957. MODIFW 2• WOOD BLOCK CPROCTOR \ /\ —BROOM F�Na SURFACE TYPICAL pt _ 1/2" RADIUS 1.. 5.. SAW CUT PERPENDICULAR TO SLOPE CONTRACTION JOINT 1/4" WIDE. 1" DEEP. EXPANSION JOINT. 20 ft o.c. max. ; FISHED GRADE LAWN at 5 ft oz. BOTH WAYS 1/2" COMPRESSIBLE FLIER Q a •. o n 700E EDGE 1/2" RADIUS i9 #4 REBAR at MO SLAB coNCRI=T� v ' o 12" ox. BOTH WAYS °.' . , • ' 4.000 psi CONCRETE GRANULAR MATERIAL 007. SELECT C1 _- - - _^ D e D //\// // // // // // / c9 a PASSING 2") TO 18 ABOVE PIPE. /\/ .�? t •.og t : ` GRANULAR SUBBASE HAND BACKFLL 6" LIFT. �\\//\\//\\//\\//\\ a.•:. o / / / / / ds o NYS DOT SECT. 304. TYPE 2 AREA //\//\//\//\/ G7 oG� • 000 oo •.t78 '� COMPACT TO 957: STD PROD BEDDING 6" DEPTH. ON UNDIGSTURBED BEARING AREA BEARING \\ \\ i�l I i=1 I I-1 I I .1.11 =1 I i—1 i i�ill-1 I V�I i 1=1 11�I 11-1 I{-4 I SAND. GRAVEL OR aR>=A coNCRer w� :. /\\/\/ - -_ - - I =III - CRUSHED STONE CTO 1-1/2"� • :. // // ! .. II--i 11..._I 11_I 1 I-111-11 I_III I I I I L I i i 1! i T_I o0 GoGRANULAR SUBBASE COURSE BEND DEAD END gE //\//\//\ og ' o // / NYS DOT SECT. 304. TYPE 2 \ / / / \i\\\i\\\i COMPACTED TO C157- STD. PROCTOR SU BGRADE COMPACTED TO SUIBGRADE COMPACTED TO 907. STANDARD PROCTOR 6" SECTION qor. STANDARD PROCTOR � _ TYPICAL THRJ5T 13LOOK DETAILS CONCR PAD at DUM25TER WATER PIPE TRENCH DETAIL CONCRETEURB' G1 N- N07 TO SCALE NOT TO SCALE GRADE AT UNPAVED TORE TURF AREAS RESTORE ---,,,, TOPSOIL OR PAVEMENT SECTION - SUBGRADE ELEVATION - 1-0NEW GRANAAR SUBBASE MATE ILL. NYSDOT #304.14 - TYPE 2 - COMPACT TO W. MODIFIED PROCTOR CTYPIGAL N PAVEMENT. SHOULDER + DRIVEWAY AREAS NEW HYDRANT ASSEMBLY - MUELLER SUPER Tj CENTURION 250 OR EDDY EQUAL - 6 MJ CONNECTION. MIN. 5" VALVE OPENING. TWO 2 1/2" NST NOZZLES. MACHINE BAGKFit.L W/ ONE 4 1/2- NST PUMPER NOZZLE +GAPS. EXCAVATE TRENCH WIDTH NATIVE MATERIAL HYDRANTS TO COMPLY WITH QUEENSBURY WATER COMPACT DEPARTMENT STANDARD. THE 10 STATE STANDARDS MINIMUM WIDTH EQUAL FOR WATER WORKS. AND AWWA 0-502 EXIST. GROIIrTO PIPE PLUS 2.0 FT. IN1-0.. LIFTS D „ C4.. MAX. SIZE) TO 95X MODIFIED , 3 ft VARIES PROCTOR ADJUSTABLE VALVE BOX FINISHE D GRADE PIPE BACKFLL MATERIAL TO 12" ABOVE PIPE. ASPHALT PAVEMENT TO FLUSH 6.. MEET FL F, HAND BAG *FILL G' LIFT. GATE VALVE WITH PIPE BEDDNG MATERIAL ADJUSTABLE FINISH GRADE NON-RISNG STEM PPE M. 6" DEPTH UNDER PIPE VALVE BOX VALVE BOX VARES NOTES C4' MAX-)t9 #2 CRt>SHfD 5T0STOW1. WHERE ROCK OR BOULDERS ARE ENCOUNTERED INTHE EXCAVATION OF THE 6" M.J. GATE VALVE -INKS .. TRENCH. THEY SMALL BE REMOVED TO PROVIDE A OF 6 INCHES CLEARANCE 5 -6 MIN. COVER ON ALL SIDES OF THE PIPE. VALVES. HYDRANTS OR OTHER PIPING APPU RNANCES. - UTILITY BLASTING. IF REQUIRED. SHALL BE PERFORMED IN STRICT ACCORDANGE WITH THE 5" M.J. GATE VALVE WATER MAN CONTRACT SPECIFICATIONS AND ALL APPLICAPLE LAWS AND REGILATIONS. i '�'') QUEENSBURY STANDARD HYDRANT DRAM AN M.J. TEE 2. PIPE BEDDING MATERIAL. TO BE MIX OF #1 + #2 CRUSHED QUARRY STONE 3. PIPE BACKFLL MATERIAL TO BE SCREENED SAND WITH NO STONES LARGER 5 I TE O . • ' i NOTE) VALVE BOX 15 NOT TO REST ON THAN 1/2 NCH DIAMETER y-.•. �� �\� :• • %% VALVE OR PPE ENE. 8" DIP WATER SERVICE TO BUILDING .. DETA I L5 EXISTING 12 MAN .. �y� • •• o VALVE INSTALLATION DETAIL NEW TAPPING SLEEVE S� PIPE EXCAVATION BAGKILL DETAIL CONCRETE BLOCKING L ' VIA. X 3' DEEP M.J. ANC 10FNG COURN POURED AGAINST DRAINAGE PR FILLED M.J. ANCHORING NOT TO SCALE NOT TO SCALE NOTE+ ALL WATER SERVICE AND CONNECTION WORK SMALL BE 2 UNDISTURBED EARTH Date October 15, 2008 IN COMPLIANCE WITH TOWN OF QUEENSBURY WATER DEPARTMENT REQUIREMENTS. PPE #2 CRUSHED STONE WITH Revisions CONNECTION TO EXISTING WATER MAIN TYPICAL HYDRANT INSTALLATION NOT TO SCALE I NOT TO SCALE Miller Associates LANDSCAPE ARCHITECTS I Inc 169 Haviland Road Queensbury, NY 12804 ANGIODYNAMICS, Nace Engineering PC Hicks Road, Town of Queensbury, Warren County, New York 169 Havllond Road Queensbury, NY 12804 Owner/Applicant: Angiodynamics, Inc. SP®� VanDusen & Steves Land Surveyors, LLC Hicks Road, QtJeensbury, NY 12804 169 Havtland Road Queensbury, NY 12804 SHMT 95 OF 41 HORIZONTAL FITTINGS BEARING AREA (SO. FT.) PIPE SIZE 45 OR 90' BEND TEES. PLUGS. CAPS AND (INCHES) SMALLER HYDRANTS SM SMANALLERD HEAVY DUTY MANHOLE FRAME _ AND COVER CM-) - SYRACUSE CASTINGS #1007D OR EQUAL FHSHED GRADE HEAVY DUTY MANHOLE FRAME + GRATE SYRACUSE CASTINGS 2B1GB FRAME CONCRETE EXTENSION RINGS W/ 2816 030I GRATE N OTE S AS REQUIRED CTYPJ BACKFILL TO GRADE W/ CLEAN FILL VOID OF ANY STONES LOCKABLE GRADE AT UNPAVED - ' ROUND STRUCTURES MAY BE USED 3,. LARGER THAN 6 INCHES. ACCESS COVER AREAS RESTORE TURF PRECAST CONCRETE GRADE 4 ID R ADJUSTMENT RINGS AS REQUIRED - AiLLL DRAINAGE STN PLACE OF RUCTURES ES TO USBASINS. LIQUID LEVEL BACKFILL TO GRADE W/ CLEAN T_ - BOOTED CONNECTIONS. INLET In II I II -TT FILL VOID OF ANY STONES GRADE 70 DRAIN LARGER THAN 6 INCHES.INV IHN INV OUT _ __ i- .. �:... �; ::. -_ II �... C�O• •O� t... b. .0.• �I i--'I f{- LIB �--! � ::.a.�°.:�.. �°• ��o-. �� II.I—L—i I i—! i i Il_f_11�IT�— .!J' BASE COURSE 11 BASE COURSE 6" SCH, 40 PVC INFLUENT SEWER-! I Ii- ANY BENDS SHALL BE WITH 45• (OR LESS) FITTINGS, Ill.-.=! I ---!II •�1=-1 =11-1� MACHINE BAGKFW. W/ NATIVE MATERIAL T1Ep1�� - 1�J�-'-L r •. .o' ea �! ! , 1 I"_� ! - COMPACT LM1vu- �Q1 - -ill1- _EXCAVATE TRENCH WIDTH IN 1-0LIFTS MIN, 1/4 PER cb. _ M1 WIDTH EQUAL C4 MAX. 5Gi~E) ,� I I !I!I 11 REINFORCEMENT _ - .. - 11-1 Li- 3„ PRESSURE TO FIFE PLUS 2.0 FT. , TO 957. MOD(ftED N OUTLET 'T' W/EXTEN510N III!= �1L��= '-�°Q�.. w"' Il=11-11 SEWER - SDR-11 CONCRETE STRUCTURE TO FLOOR WITH 1/2 OF -=! !=III—ll °'.ob`ob o�°�- PROCTOR 1 PRECAST —I _ .: • ... _ _ r HDPE FORT MILLER OR EQUAL .. i I i ,I � AT FOOT AWAY FOR 12 BARNES PREPACKAGED DUPLEX i- ��'. :; :. • •. =1=�� - SGVF CENTRIFUGAL GRINDER PUMP - �I-!�-zLl SYSTEM INCLUDING PUMP, VALVES, L - ! -_�! . • .: . ! I h!'_� > CONTROLS AND PIPING CONNECTIONS. I1 .1 f L!- : `' .. .• :. : 1LM: i 000 PROVIDE 3" SAND OR O O O O e. PEA GRAVEL UNDER TANK �-I -- =1I • �•'.. .::; •.• . •.. �-•• • ..:'• I�III,I1 Q CAST IN BOOT _- _ . •: •.. •`:• SELECT GRANULAR MATERIAL CIOOr ..•.. C - _ .,..:::.........: •..;..:-1 I! � OR OR-N SEAL. IN, 1/3 CUBIC YARD POURED -I I (- 1- :; .: < . :;;;. - �:; 4:' .: -`; ,,�� PASSING 2) TO 18 ABOVE ME. (' - _T HAND BACKFLL, 6• LiFT. a 1. ALL UNITS SHALL BE PRECAST CONCRETE STRUCTURES AS MANUFACTURED IN PLACE CONCRETE BALLAST. _ __ :::.. , -..: ,:; a:,.6:.• .,;'r; : •::...;• ::. = .:..; ..::; ;,.> (- I BY FORT MILLER OR EQUIVALENT. UNITS SHALL BE STRUCTURALLY DESIGNED WORK CONCRETE AROUND - - - 4 •:. .::�..•..:4•, •:•••:`:•rr;••::;::;:::,:.:r.� •:; .:.:.,.. I-!!' !) -I I'" FOR H-20 HIGHWAY LOADING AND FOR THE DESIGNED BURIAL DEPTH. EBARS SUPPLIED WITH STATIONIJ-11-1TI-' i R -T— I = .��=L=1.�i �i�—11��—�i�—�.I�_!—i ITT Tfi- . — SMOOTH INTERIOR WALL HDPE BEDDING 6 DEPTH. ° ° o° ° o° 8" MIN. COMPACTED GRAVEL 2. ALL STRUCTURES TO BE PLACED ON FIRM. COMPACT SAND OR(1-1! ;�- 1 , • SAND. GRAVEL OR i �I I I-1!_.I 11-L II ► rl I �I I ! I I-11 �i i I- I - HAr oR SURE-LOK OR EQUAL \�� GRAVEL FOUNDATION. WHEREVER EASTNG FOUNDATION CONDITIONS 12" MIN, a rr r CRUSHED STONE CTO 1-1/2'3 i. ARE UNSUITABLE. 6. OF CRUSHED STONE SHALL BE PLACED AS GRAVEL BEDDING MIN, 12" AROUND �,•� \ NECESSARY TO ACHIEVE A STABLE FOUNDATION. OUTSIDE OF UNIT COMPACTED SUBGRADE 3. ALL JOINTS SHALL BE SEALED WiTH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFI.LNG THE TANK. a STOW P PDETAIL ' . GATGBA6INGRIN7ER PUMP PACKAGE INSTALLATION •. .: • N NO T TO SCALE NOT TO SCALE NOT TO SCALE � TRAP G T GONGS I 00 C�A►LL.ON G'' ASS PRE Ails ;0 M NOT TO SCALE HEAVY DUTY G.I. FRAME and GRATE INSTALL Rr RAP ON SIDES AND TOP OF CULVERT END FINISHED GRADE FINISHED GRADE MORTAR FRAME 6., WIT t 1/ " DIDIA BAARR$ RISER AS REQUIRED ILIII"III_ _II11= --_ , __ — ., . +— 8 In THICK REINFORCED FLARED EDD COUPLING BAND -1 I II ,III, I I ( . - •. '°' •• � TRAFFIC COVER w/ 24 m OPENING SEED AND MLX.CH 5D£ SLOPES �� CFLLXBL£ SLEEVE . ... ! I _ W' mb. DOT LIGHT STONE f81 - =1 l-1i1= REINFORCED BARREL SECTIONS 15' LONG by 10 'WIDE BOTTOM - R I I �_A5 REQUIRED CULVERT P!I'E z• wD£ min. 1 on 2 VARIES SEE PLAN I I !-� phi l l l l S„ G3" FORCE MAIN RAvmr _.. I :at I_i I i � i. .Z•. . a. . ... SEWER �--� I I� �—I Irr , ay...,: •..:, • : , ....... DIRECT PRESSURE SEWER ....... , , ... • I i I I ! I I i- -_- ° ,- ....:...,.. . .. ., OUTLET DOWN MANHOLL 5 I I1I iI° iICAST-M BOOT DIAMETER 8 In THICK REINFORCED CttANNEI. AT INVERT ELEVATION. a I ON HEIGHT AS REQUIRED _ (� i=)-1 I=i I (� I I i I=� 1- OR COR-N-SEAL BASE SECTi r _ _ —1 i 1 a� , o ° _ LiEll i- �= 1= _ .• 00 = _ c LEAN CONCRETE PAD • I . , � I li„ lil i I i I li) I 1 I I , • ., STORM SEWER 4 min #2 5TONE MN. 8 THICK ;jl L_ .1 ° _ INV IN INV OUT -! _� i ._ 1 Tj- ' 12" tin. 3-V' RIP RAP I I � ° 0 GEOTEXTLE FAD 1I I�= -_) �I I I �- = o DO _ PROVIDE CAST-N ALE WATERTIGHT r = = I=1 I I- ' r—I 1=1 I -i I f-1(l-! ((-► ! I 4•' #2 BROKEN OR CRUSHED STONE _! � o 0 0 II_ SLEEVE AT WALL PENETRATIONS , .. - _ _ _ _ _ _ _ _ _ = CASTM C-923) OR £QUNALENT d 111J= ,,,—TIT I,—II11—IT—,,,,—III,—rI�I—III,-71i— „ Tlil_ — _I I—{ I GEOTEXTILE FABRIC UNDISTURBED SUBGRADE ' �l•� .I ! 1=•rl I 1-TI-=;1 I 1-i-1 ! f-111-! i.-, R �INATiON MANHOLE SUMP MiN. CULVERT END SECTION AND OUTPALL STONE LINED SWAIE PRESSIRE SEE _ NOT TO SCALE NOT TO SCALE NOT TO SCALE IL ETA PREGA�ST GONGRETE STORM MANHOLE D _ NOT TO SCALE i-0 I :..•.::::.•.:,:::.::_:.. FILTER FABRIC PROS OF 40-85 STAPLE FABRIC, SECUREILY INSTALL 5EDIhENT GONROL FENCE ...... OUT FROM A CONTINUOUS ROLL •:::�: :....:::::::.:: ALUMNiJM SIGN PANEL ......... .STAPLE 5£CURLLY TO STAKES LAWNCOMPLETELY 5 AROUND GRATE IN REMOVE AFTER • WITH BEVELED FRAME £MELD 12 INTO THE GROUND ..... ......... COLOR- BLACK LAWN 15 ESTABLISHED STANDARD WHITE SYMBOL ON BLUE , 4 O aft10 "It. FINISHED GRADE ALI EXTRUDED `1 P05TS,', 2 L2.. x 3 1/4.. NO Q WITH CHANNEL FOR SIGN I*. CRUSHED STONE OVER COLOR PARKING i COMPACTED SUBGWE AND BLA ! AW FILTER FABRIC EMBED POSTS 3 INTO O A 12 dhd x 4 DEEP CONCRETE FOOTING 11ME o 0 0 ..• o Q 0.0•. 0.0. --, �p� POST AND PANEL WALL BE A HEAVY DUTY ALUMINUM - ° ' T TECTION FOR . -..... •' � �' • • :.. •. •. • • •'• ' • ' : • • . o '• ' ' • . •- • : • EXISTING INLET t- Ill/ ;;;:;::;.::;;:.:.;: cs :. SYSTEM CHARLESTON INDUSTRIES SERIES 250 OR EQUAL . .� POSTS AND FRAMES SHALL BE BLACK. -0, GROUND DRYNELLS AND GATGH �AiSINS 34 ABOVE �-- >•K ::: : :::::::::.:::• NOSE OF STEP •, oGb d NOT TO SCALE 7b o t I" DEEP BATTER o 1 1/2' OD TUBULAR STEEL RAILING STAINLESS STEEL 3 SETS — -- SIDEWALK ACCESS RAMP 12+1 mmc. SLOPE GROUT RAILING INTO SLEEVE CENTER ON PASSAGEWAY - SEE SiTE PLAN EXP. JTI I L 1 . - CONSTRUCTION SPgCiFlCATIONS 36•' FENCE POST. 10' oc MAX �j " WIDE � a 5" CONCRETE PAVING L STONE WX - USE NO. 2 STONE OR RUBBLE AND DRIVEN 16" Mai INTO GROUND STRIPING 18" 12•• t �I84 • 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. p 6" CURB trod 30° TO � .' �o o a 3. THiGKNE551 NOT LESS THAN 6". N SILT STOP FABRIC T� CURB Ctyp). 3" CAST IN ABRASIVE NOSING d: 12" min COMPACTED 4. WDTH# POINTS M HERE BUT NOT LESS THAT THE FULL WIDTH FLOW EMBED 6 MN IN BROUND . SUBBASE AT POINTS WHERE A�IGR£55 OR EGRESS OCCURS. _ EXP. R. a ° ' 4 5. FILTER FABRIC, WILL BE PLACED OVER THE ENTIRE AREA PRIOR -- - 1• : r. a 11=1 11=1 I I=111 i 11= TO PLACING STONE. =111= I-T I� ' UNDISTURBED .. �. • ... • • �! I I=1 i I-1 i!--I i I---! I i � I I-=1 11=1 =1 11= i 1.- GROUND G. SURFACE WATERS MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. l9 i Lk o Q I I^III-�=I ►1i! I I� -I I i-1 1 _i i_I I l l � 5 C� PavING -1!=1 I (—1 i ( 7. �NCEs THE ENTRANCE SHALJ. BE MAINTAINED IN a CONDITION wHlCrt WILL _ _ 1 ' 4 PREVENT TRACKING OR FLOWING OF 5£RIMENT ONTO PUBLIC RIGHTS -OF -WAY. = III I INTERNATIONAL 00 ° a .. I 1-1=i 1 THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE A5 SYMBOL OF o �o Gbpp°a e. • • _ A. ..,i- O . 4 ° • °d • at £ TM 12" min COMPACTED °e :. < 1 f-=(I ICI SUBBASE qg o -! i I-1 i lu SPACE ctyp� 4" WDE PANT �`� n < • : • •. ° `.: • ! !�! 11_! i `� CONSTRUCTION ENTRANCE ROAD SEDI�T CONTROL �NGE gate: October t5, Roos STRIPING Ctyp) 5.000 F51 CONCRETE a Ra -1 < •' A. ! i=! 11-1 i NOT To SCALE #4'S • 12" oc =x. a NOT TO 5GA1.E Lj BOTH WAYS a' .III 8.•-0., S.-0.. II— (1 I I - I 1j(111 -1I Ii uN_ L"xsT=imI BE—D—=—=:— IEQUA. EQUAL EQUAL EI- 4 — SUBGRAD£ 24'••0.• .. 43 Miller Associates LANDSCAPE ARCH17E'C7s ANGIODYNAMICS Inc 169 Haviland Road Queensbury, NY 12804 NOTE= ALL MARKING PAINT SMALL BE LIGHT BLUR CONCRETE 5TEP5 AND RAILING Nace Engineering PC Hicks Rood, Town of Gueensbury, Warren County, New York HANDICAPPED AGCE55ABILE t-AKKIN� 5FAOtS 1► NOT TO SCALE 169 Haviland Road Queensbury, NY i2804 NOT TO SCALE VanDusen & Steves Land Surveyors, LLC Oviner/Applicant: Anglodynomics, inc. 169 Haviland Road Queensbury, NY 12804 Hicks Rood, Gueensbury, NY 12a04 SP�� SHEET 91 Of= Cl