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Site Utility & Layout Plan.SP-1 f 015 �flurs 1yTo nHoll off I O A ,� .•.. •F Ir - _ \� HAV LAND b7 -1��� � • 35 x -- a 1' \�_ t�• m Golf SMOOTH FORM FhN511 on CM r '��__�.--��-•.� w-�+ -_ ,. Course 1/2" RADNJS 1'' S" 3 1 },ntr O t! (� <27 ` Adirondack CoW. Ity Y N 0 \ t I College 66 FINISHED GRADE LAWN o- \` 'may '` Jti! \L•:, ILI e 1` -'`, f•1 D �F' 5 al %/;3.% `,�j'�\/\ � If Co rse � y a• , 'e • )� ALL I E TRENGti . .. 1 NEW 4"X 12" TAPPING (FEAV \� 00 / �%f ,rj�f\�/ , 1 SLEVE i VALVE 10'R , 0 : r��, f, 1��; ^ ? •r , Site NEW 4" . ;- ., ••• l WATER SERVICE 2 STORY 5' •',, "Uj 1 ti..�`tt < # OFFICE BLILDNGkq ,� ♦.� 0 !/l` \Y, 1 - - 10,000 SF - i ' •-' t ^ / GRANULAR 5UBBA5E COURSE dam"! `\r ,/ NYS DOT SECT. 304. TYPE 4 I r .` • a r, % ' - > ?e'f. \ r r• i\s'' COMPACTED TO 95z 5TD. PROCTOR 1 Fti. i , 1 SEGMENTAL � ' i�, .�• r. A Golf Course SUBGRADE COMPACTED TO 6„ 1 .• . ,\ : o • �' 't j RETAINING WALL Q 3s �. D bra•. e, G� 9OZ STANDARD PROCTOR 77•0• tl►1 _ ,r T '� 9r o EN RY 5' N min 1 i` 54 0 w,.. .,... 1 GONG WALK i 0 • ' a ' E fw I Substation; GONG. SEI?VMENTS em tl h. �• C hIG N . tY M�GHIN� Oi�MD GONGR CURB 1� t WALK P cONT�tOL FENC ...0 • _ /,• ( y i R POTENTIAL fUT SIDEWALK I ? +1 . A - ---- • JY NOT TO SCALE I x'•`�'.y � r I 1 f, O � �; ,I •' •�I ,' a0 K s�i • r.. 1 tta 3?4 :A ;. : ''a :' - d40.0'tooto 7 \ 5' CNI �' 8 . Location Plan i , sere i = iaoo i4.6 ! - I f ' ........................ 1 t N: 1 I + • . .2 ASPktALT 2 5PAcc Ct1RB 1 il� Site Statistics .. A b N i Gul�B i T A N a:: V. 10 R TAX MAP PARCEL 296.12-1-24 NORTH _ SMOOTH BRUSHED FINISH ON CURB ....... .: :::... 1 r4L. I �O TOOLED JOINT 1 i a� 1SR iSR I , ZONING, PROFESSIONAL OFFICE . 1. 1/2 RADU5 1" 5" BROOM FINISH PERPENDICULAR TO WALK 1 X 4 R I 4'R 1 _» FN{5HED GRADE--=� �.. . .:: ::::. ? 51TE AREA= 1.41 ACRE5 CG1.452 sf) I _ _. 1 AT FLUSH LOCATIONS CONCRETE WALK ��SEE CONCRETE DETAL #IC ua: 1 . G . 18o zoo w.. iac3 isa :.::. 2�.0 i �s i 51TE UTILIZATION BUILDING AREA* 5.004 sf 8.157. ' 6"' x 6" NO. G/G WOVEN WIRE MESH i b:�: 11 t d ... .. , .' 1 17.091sf 27.817. .... �. % PAVEMENTS= co AiFHALT '. '. r - 6" GRANULAR SUBBASE GORSE 15.0' :: ' :?: : % +'.1� °' PERMEABLE AREA= 39.357 sf = 64.047. C307. ......... ...::. NYS DOT SECT. 304. TYPE 4 FREE STANDING SIGN d. vo REQUIRED-) 0 ; 4,R c� COMPACTED TO 95Z 5TD. PROCTOR i © ! b REQUIRED PARKING, 1 per 300 GRO55 LEASEABLE S.F. L 10.000 GRO55 LEASEABLE Sf 6R 1 33.3 SPACES 4 % ' % 0i o` er c� o p . ° . 0_ '0 ILI 4R PROPOSED PARKING, E R $ 1 :, .:.' 10'R 2 AGG 5 N ..... .. ... 1 4'GAN'iOl E SBL E PARKING _ i ; SPACE PROVIDED 8 END CURB INV: N:*+ BULDIN ItEIG11T 36 C40' MAX�1UhU - 5 TAPER 3C?B \5'R GURa A G Z OCS • -SUB ASt'htALT GRADE COMPACTED 1 O �- ....... 347 46 \ % „ x STANDARD PROCTOR 1G 90 PR .. , e .... ... ... :,;. i F' AI-' R \, o;: , ............ . N BAIL IN D G r SETB ACi'CS �P min � 4 O a :. � � ED REQUIRED q.5p}LgLT:: . ...... .... N 0. :. . . . . . ::: % o BAY ROAD CTRAVEL GOR.�= :.. f �. I 77.0' 75.0' Q L N _ i I REAR - STREAM= M� G I I 76.7' 75.0' s. N .._'........ IN'E� .�tL COW? ENT�::Gt!I�B : :;.: : ::::......:.. c.1R :: -d I I SIDE CNORTH�= 20.0' �" ..... .. ...... ...... /A ;.. 20.0' .. ..:..5':: :.:.. .. :: ' SIDE C 50UT1i�= 152.27' O NOT TO SCALE . :........ .: ..... . 20.0 } . Mo � e p w 30'R i Q s A N L i--� C N 45.0' - 5 PARKNG SPACES ( •r WETLAND 755' S23' _ ,.� �'�, �T��iE M�1 U) '�` GALL BEFORE YOU DIG UFPO TOOLED SCORE JOINT. -waa---.���ww�w- -w��--��ww�-- -•.��w+_- 1 UNDERGROUND FACWTIES 1� O 6 SEE PLAN. 5' oG NOMINAL -,���,- Q � � EXPANSION JOINT 1 PROTECTIVE ORGANIZATION SEE PLAN. 25' oc nax - - _ _ _ _._._._.- 1-800-962-7962 H ^CL / 2' 48 11OUR5 NOTICE REQUIRED 6 C BRC PERPENDICULAR 111 TO WALK DIRECTION t 1 F•+y O WETLAND 3.• TOOLED EDGE. 1/4" RADU5 FW .� • , , \• ILI CROSS SLOPE- 1/8" TO 1/4" THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY °�° - N N pLA►y per FOOT CMAX 5/8" per Pt0 ` -'' �. OF A RESOLUTION ADOPTED 12-19-02 BY THE PLANNING > ? r } BOARD OF THE TOWN OF QUEENSBURY NEW YORK WITH Z W z $4 z mmALI, THE FOLLOWING CONDITIONS W s 0% 1. C.T. MALE SIGN-OFF LETTER OF 12/13/02 WILL BE o C BROOM FINISH 5URFAGE TYPICAL \ �• �. ADDED TO THE DOCUMENTATION LIST. PERPENDICULAR TO WALK ,.•- ' `� ILt TOOLED 50ORE JOINT EXPANSION JOINT �. 2. IN ACCORDANCE WITH THE TOWN ZONNING CODE BAY a 1/4" R. 1/2" DEEP 3/8" COMPRESSIBLE FLLER ROAD STREETSCAPE ELEMENTS, SECTION 179-7-040, WITH ZIP STRIP ♦ SEALANT .� ''r ��,� B-2 PROMOTION OF A MORE PEDESTRIAN FRIENDLY 6x6x6/6 WWF TOOL BOTH EDGES CORRIDOR, THE APPLICANT WILL ACCOMMODATE A FUTURE �' •a D TOP OF SEALANT 1/2" BELOW FN. GONG. 1 ! ` \. +' w � SIDEWALK EASEMETN: PROPOSE - -� c� �' •+� � a� a: o• n .. .c < .. 4.000 psi CONCRETE PARALLEL AND ALONGSIDE OAY T L f o o b 0 �S o ,n \• BE NOTED ON THE APPLICANTS FINAL 1$hit1T*1' M w ir ` 1 / `'., SITE AYOUT AND LANDSCAPE PUNS: -- _- _ _ q GRANULAR 5UBBA5E 1 / '" '�' C a C Q �� � = APR 10 2003 a W o a W C 0 ® OS 0 NY5 DOT SECT. 304. TYPE 4 �'\.� 0 0o J STD PROC t� � - L � -- - COMPACT TO 95z S , M � � 1 / `\ ZONIN ADMINISTRATOR ping Adrni�listr tar `�'' .- �O !2 I C014STRUCTED AS AR" OF D71_N r 5EWfRS AND MAWCL-r5 TO BE 5UBGRADE COMPACTED TO / , ` 90x STANDARD PROCTOR 1 V7 -0 THE GENTRA� :aEEN5i&xy �, ¶� „ 1 NEW NV. IN . 30G.5 Q.%JCER ROAD SEW�_R aSTRC- \'�• Revue 70 LF B ` /� A HOPE AT 2.0� \ `\ 1. Nov.25, 2002 Respond I LAYOUT AND MH,2 i to C.T. Male Camonts 1 MH-3 g PVC /� ��r�T� ��t�I�=M��T 1 � �_ _ _.4� RIM=314.3 t � UTILITY V NV N 6 3 6.30 INV. IN.=305.28 i 2 Nov. 28, 2002 Respond P�..J�iN NOT TO SCALE INV. OUT=36,20' INV.V OUT=305.18' to Pleinr 8d C omits > 3. Apr 8, 2003 Flnai 155 LF 8" HDPE AT 2.0% ✓ Revisions per Pknr*g Board Resolution �� DATE- OCT. A 2002 SHEET I OF 4