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C-1 Site Plan GENERAL NOTES: G-1) PLAN BASED ON SURVEY MAP "MAP OF A TOPOGRAPHIC SURVEY MADE FOR TOM DICKERT", BY BOLSTER EXISTING QUEENSBURY AVE. SEWER DISTRICT AND ASSOCIATES, PROFESSIONAL LAND SURVEYORS, DATED 03/05/05. BLOW DOWN & MANIFOLD STRUCTURE G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK <fl SMALL DIAMETER AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING pipe elev - 315.27' FORCE MAIN CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. elev - 313.45' NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. ' pole rim 92 DRAWING NOTES: BENCHMARK 1 s9, mole rim h C1-1) PUMP STATION AND SANITARY SEWER TO BE SHARED WITH SPORT LINE HONDA. PLANS TO BE SUBMITTED ' LAG BOLT IN POLE n �� NM 81 -A h n TO TOWN OF QUEENSBURY WASTEWATER DEPARTMENT FOR APPROVAL. ELEVATION 323.05' ® tF merlin C1-2) GRIT SEPERATOR (FOR ALL GARAGE/ WASH BAYS) TO BE SIZED, LOCATED, AND INSTALLED TO MEET TOWN hh OF QUEENSBURY WASTEWATER DEPARTMENT APPROVAL. n n t �,hh C1-3) INTERCONNECT BETWEEN ADJOINING PROPERTIES VIA. EAST QUAKER SERVICE ROAD. pole nm 81 a /�- ._ _ �n �n GRASSED BOAT PARKING® w/ tel ped 322 n APPROV D t 4_`� 14 2006 �� �n,,._,�p o I e n m 9 3 SITE AND ZONING REQUIREMENTS: IEI good Q is h ® po`e rim 93a ZONE: HC-INT HIGHWAY COMMERCIAL INTENSIVE ZONE Wing Administrator 12 D2 PARKING�BARRIER (M.) — FLOOR AREA RATIO: .30 TOWN of QUEENSBURY oar � LOT SIZE: 1.6t ACRES (68,980t SF) ° %; ' TAX MAP NUMBER: 303.15-1-18 0 /� RU A \ 4L ROUND POND S I \ p C.C. REQUIRED EXISTING PROPOSED Z o \ ` _ STORMWATER TREATMENT POND; uN 3 BENCHMARK 2 \ dA , -- — .Q — ' SEE DRAWING C2 BUILDING SETBACKS w SOUTH EAST NUT \ \ \ SIDE* 20 FT NA 20 FT FRONT 50 FT NA 50 FT , ON HYDRANT h , � � -- \ELEVATION 327.08' BACK 25 FT NA 114 FT \ \ 3 � � 11 / � \ w MINIMUM LOT SIZE 1 ACRE 1.6E ACRES 1.6E ACRES U CITY of � JJ / 9 GLENS \ / \ C� 4 -0' MINIMUM LOT WIDTH 150 FT 250E FT 250E FT -FALLS c� \ _ LO 0 Wx ` \Y4 •) ®® '�� / / � \ — MINIMUM LOT DEPTH 200 FT 350E FT 350E FT s �\ o """ x O�c�� `J� �� KING PACES MAXIMUM BUILDING HEIGHT 40 FT NA 20.5 FT (CUSTOMER) , gravef- RwOng MINIMUM PERCENT PERMEABLE 30% 52% O SHERWAN AVE / \ FLOOR AREA RATIO (FAR) .30 NA .05 LURNE RD HUD N: RIVE 0 J \ / / PRIVACY/6CE 3 \ \ errS�� 6 le o tel ped / / EMPLOTEEZ CUSTOMER PARKING SPACES SEE CALCULATIONS BELOW °�tr n f r / RD S o S LE j STABILIZED 7 — '� \ able ped f / / 32 * 20 FT MIN. (SUM OF 50 FT) 41 FALL CONSTRUCTION C / ENTRANCE D1 / / man hol / ' storage building rim elev. 7.21 LOCATION P LAN 8 �,�� s 1 ` ACCESSORY AUT� BOAT / PARKING REQUIREMENTS: (main use) SCALE: N.T.S _ _ SERVICE AREA (DISPLAY) Z6 / / AUTOMOTIVE SALES & SERVICE 1 PER 200 SF OF FLOOR AREA PLUS 1 PER 600 SF OF SERVICE AREA o \ as It pa ing / PROPOSED I / A/ / ENCLOSURE AUTOMOTIVE SALES & SERVICE - FLOOR AREA 1,420 SF / 200 SF PER SPACE = 7 SPACES 0 2 SPACES 1 HANDICAP ACCESSIBLE �`L \� / F.F. ELEVATION = AUTOMOTIVE SALES & SERVICE - SERVICE AREA 893 SF / 600 SF PER SPACE = g SPACES PARKING SPACE 9 10 / 328.13 (CUSTOMER) D2 D2 \ c� f �'� Sportline Honda 41 w Bo\ N `'� / poi/ PARKING REQUIREMENTS: (accessory use) rim efev.-4 3 2.8 rim eie = °/ 41 \\ C� ( ( AUTOMOTIVE/ BOAT SALES & SERVICE 1 PER 200 SF OF FLOOR AREA PLUS 1 PER 600 SF OF SERVICE AREA E c t ir�1 efe�� 323.52 R ) GRASSED VEHICLE/ el F� AUTOMOTIVE SEVICE AREA PROPOSED I ®BOAT DISPLAY AREA tra o er AUTOMOTIVE/ BOAT SALES & SERVICE - FLOOR AREA 600 SF / 200 SF PER SPACE = 3 SPACES AUTOMOTIVE SALES OFFlCE AUTOMOTIVE/ BOAT SALES & SERVICE - SERVICE AREA 600 SF / 600 SF PER SPACE = 1 SPACES o �� 4 SPACES ° WATER SERVICE WASTEWATER NOTE: C1-1 o PUMP STATION C1 PERCENT PERMEABLE (all uses): 0 (percent permeable = total site - (total impermeable / total site)) Cn E GRAVITY SEWER LATERAL IMPERMEABLE: U) TO BE LOCATED BY r llk fr SPORTLINE HONDA BUILDINGS En LEGEND. PROPOSED 3,500 SF R o PAVED/GRAVEL AREAS (INCLUDING DRIVEWAY, WALKWAYS, CONCRETE PADS) EXISTING / BY OTHERS: PROPOSED 29,860 SF TOWN AFAUfLNS6URY ®TOTAL IMPERVIOUS V��.A N1_P ENT c (existing features denoted by lower case lettering) S OOMMUt41'Pi'd - C 33,360 SF RECEIVED o NEW / PROPOSED IN THIS DESIGN: PERMEABLE AREA OCT9 4 2005 a- SITE PLAN (1) PROPERTY LINE: — — 68,980 SF - 33,360 SF = 35,620 SF ACO,_,_.ZCNINO SCALE: SEE GRAPHIC SCALE +, PROPERTY LINE SETBACK: — — 35,620 SF / 68,980 SF = 0.52 x 100 = 52� 0 d C,�p�NNIN ° �M EXIC.OIRL_. Y MINOR CONTOUR LINE: - — — — — �50- GRAPHIC SCALE 6 MAJOR CONTOUR LINE: - — — — — -350 — — — - 40 0 20 40 80 160 I NEW CONTOUR LINE: 10/21/05 C REVISED PER TOWN COMMENT/CTM SIGN OFF TSM o PROPOSED SANITARY FORCE MAIN: SA—FM N ( IN FEET ) 07/15/05 ® REVISED PER TOWN COMMENT TSM SILT FENCE / EROSION CONTROL: ° EXISTING SPOT ELEVATION: z 4 04/15/05 AA SUBMITTED FOR SITE PLAN REVIEW TSM DATE REV # ISSUED / REVISIONS BY -v PROPOSED SPOT ELEVATION: +325.33 DRAWIN E of w SITE PLAN C1 E TEST HOLE: � P� yo 0 PERCOLATION TEST: � y� ��� � AUTO/BOAT SALES FACILITY NOTE # * 'A o NOTE REFERENCE TAG: NOTE: G-1 y."', "DIAMOND AUTOS" C1 EAST QUAKER SERVICE ROAD - co SEE DRAWING # FOR NOTE � � QUEENSBURY, NEW YORK tl DETAIL # 41 DETAIL REFERENCE TAG: D1 JARRETT - MARTIN ENGINEERS, PLLC n SEE DRAWING # FOR DETAIL PROFESSIONAL ENGINEERING H. THOM S JARRETT Q _./SECTION CUT DIRECTION P.E. 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 04 COP IGHT©2005 GLENS FALLS, N.Y. FAX: (518) 798-1864 SECTION REFERENCE TAG: A SECTION LETTER LL D 1 ONLY COPIES OF THIS DRAWING WITH A SEE DRAWING # FOR SECTION BLUE SEAL SHALL BE CONSIDERED TRUE MARCH 2O05 PRO#04-134 SHEET: 1 OF 8 AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY LICENSED ENGINEER IS UNLAWFUL. BASESHEET SIZE: 24X36 PLOTTED/REVISED:10/21/05 9:00 AM Li