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Site Plan0 r� I 0 F_ w J Q U 0 H- 0 J D NORTH OERIENPAIONAGE 587 PER LIBER BENCH MARK RAIL ROAD SPIKE NORTH SIDE NM 20 ELEV = 320.52 NGVD 1929 m T J? O u� 9 II Lands Now or Formerly of IINM ,,2 MARK C. AND ELIABETH B. DOYLE II Liber 625 Page 148 II I II "SHOP & SAVE' I PARKING LOT BUILDING 7 BUILDING 6 TEMPORARY SILT FENCE I (PROPOSED) (PROPOSED) EXISTING FENCE TO BE ° ti II I ROOF SHINGLE RACK 4 BAY SHED REMOVED, FROM THE JI I EXISTING CORNER, AND RECON- ,23 GRADE TO STRUCTED TO MEET THE EDGE of PAVEMENT BE MAIN- PROPOSED STRUCTURE I� U __ ' CB II� w 3jB � - 18"CMP OINV IN=313.26 18 1 'CMP - - 315 -- 24"CMP INV IN=313.26 - - 24"CMP INV ,OUT=313.24 - 3' WIDE DITCH - II 316 - - - I I I S- 061 1.05" W 317 - _ - - (DEED S 06' -1 '4 w 464,591) -- - - NM 9 7't 319 -- - - -- --- 9 7.± n of X 6' HIGH CH N-LtNKXFE NCE (J'i _� 21 74. - - _ 0 2' O.H. 231.5' r - - - - 10 I I-- ---_J o t- II� "> I I4 I I I WV W CONC STOOP I I W p GAS METER BUILDING 1 0 o II o II 5- CD SMH v •• "GROSSMANS" CONCRETE BLOCK BLDG Ln CONC 0) ' co (2) 2 PVC AND (1) 1" PVC FINISHED FLOOR ELEVATION = 321.23 1 'RAMP \ (p I 14' X 32 � LAWN AREA 6: WITH 18" GALVANIZED STEEL I I DESIGNATED FOR SHED II N1 RISER FOR UTILITIES �- 41 I H)D� DISPLAY II I (1) 2" PVC CONDUIT WITH r I TO BE REMOVED, 1 e GALVANIZED STEEL RISER II CAP UTILITIES •- EXACT LOCATION TO BE COORD- N 1 L TB=317.5 I I AS REQUIRED 7 8 7$ INATED WITH RACK MANUFACT- - �a 18"INV OUT=314.20 ,- _ 12"CMP_ _ j 2 2 URER PLANS 33.9'± 231.5' ^. ``' 0.2' 0 -- - - - - - - - - T- - - - - - - - - - - - - BUILDING 2 1I / 2> > , O x \ ' / v v / 1 METALBLDG ml PAVED AERA W/OPEN BAYS WOODSHEEN 8.5' / N O 20' CANOPY PO I 1 22.7' 1 (0.1'O.H. ALL SIDES) ABAN ,NED ------ x - -- - ------ - - ----���W 1 LIGHT LE i� FIRE LINE 5 J / L_ 8�5.J \ 2 BOLLARD (TYP,) 2 REQ'D, POST X BUILDING 4 (PROPOSED)� �\ 21 'R � / / / REMOVE EXISTING _ , , •aa� I EXISTING SHED FENCING AND �� 8 X8 GUARD HOUSE / �.4 / °,G� T05x �� ti DISPLAY AREA RECONSTRUCT (3) � j Ae Op ' � %° TO REMAIN CE .�� 1O cc -*► bo I G ES, INSTALL P CV y N G TES (ARMS) - -" F�,4,y�,0• , / J��D,0QQ,� 1 T VEL LANE, 21 CMo 3' WIDE I 6 •n- RIP RAP r - I IN 0,1 TEMPORARY SOIL EROSION AND SEDIMENT CONTROL, �� o0 2 REMOVE UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND STABILIZATION OF DISTURBED AREAS. U PAVEMENT TO BE SAWCUT AND REMOVED AND NEW PAVEMENT CONSTRUCTED TO FORM THE FLOOR OF THE PROPOSED STRUCTURE, EXISTING FENCE TO BE REMOVED 3 EXISTING FENCE TO BE REMOVED AND 2 RECONSTRUCTED BETWEEN THE EXISTING AND PROPOSED STRUCTURES. SWALE I I HIS AREA 2 x < / BUILDING 5 I 1 135' �� �S. / oti (PROPOSED) a 6�o A LUMBER RACKING STORAGE I \ I EMOVED, 1O, 21'R a.4 t1 WITH ROOF STRUCTURE P cc4D��GO I I DW2� ,��% '�` �' 0 ' 3 GUY IIM I � + �01 `- , ' WIRE z `:, / 011 *� z Q O Z RIP W 5 r0 .RAP Q20 O I �. (� LLJ II cc ram. Ix Z W °�° 4 � G P /in Lj cc II O f Li 32310 O I Ilys 321 I I 1 I 30, 4 INFILTRATION WELL I I - TO BE LOCATED FOR ROOF j I I SMH a 5�� 2 GUTTER DISCHARGE FROM EACH J i i j SIDE OF GABLE ROOF. DOWNSPOUTS SHALL DIRECT DISCHARGE TOWARD 41 M SITE PLAN SCALE: 1" = 30' CROSS REFERENCE: NONE MAP REFERENCES: °j INLET OF STRUCTURE (TYP)- i o` w I SAWCUT AND REMOVE M o EXISTING ASPHALT PAVEMENT AND SUBBASE MATERIAL l PLACE TOPSOIL AND SEED AREA, LEGEND III �l REFER TO PLANTING NOTES_ w "II - EXISTING DESCRIPTION 0 NM p 19 1/2 w 0 0 w 3 - 'I I I � I N � I N I N N „1 I NM 19 I I EXISTING 30' WIDE SANITARY SEWER EASEMENT PREVIOUSLY GRANTED TO THE TOWN OF QUEENSBURY, EASEMENT NO. 5-2-2 DATED MARCH 1988. 1. PREPARATION OF THE SITE LOCATION MAP WAS BASED UPON THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) 7.5 MINUTE SERIES TOPOGRAPHIC SURVEY OF THE GLENS FALLS QUADRANGLE, SECOND EDITION, 1980. 2. PREPARATION OF THE SITE ZONING MAP WAS BASED UPON THE TOWN OF QUEENSBURY ZONING MAP PREPARED BY THE WARREN COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT, TOWN OF QUEENSBURY AND F.S.H. ASSOCIATES, AND DATED AUGUST 16, 1988. 3. PROPOSED CONDITIONS AND SET BACKS ARE TAKEN FROM A MAP ENTITLED, "GROSSMANS, GLENS FALLS, NEW YORK", PREPARED BY GROSSMANS AND DATED MAY 21, 1992 WITH LATEST REVISED DATE OF SEPTEMBER 18, 1992 4. SURVEY INFORMATION REFERENCED A MAP ENTITLED: "ELEVATION ON 100' GRID OF LANDS OF GROSSMANS INDUSTRIAL PROPERTIES', PREPARED BY JOHN B. VANDUSEN, LICENSED LAND SURVEYOR, AND DATED DECEMBER 9, 1965. 5. SURVEY INFORMATION REFERENCED A MAP ENTITLED: "TOPOGRAPHIC SURVEY PORTION OF LANDS OF MARK C. & ELIZABETH B. DOYLE", PREPARED BY C.T. MALE ASSOCIATES, P.C., BEARING MAP NO. 86-106R AND DATED MARCH 4, 1986 AND REVISED JULY 15. 1986. 6. THE PROPERTY IS LANDS NOW OR FORMERLY OF HOSPITAL MORTGAGE GROUP, AND TRANSCO REALTY TRUST, LIBER 629, PAGE 587. MAP NOTES: 1. TOPOGRAPHIC INFORMATION SUPPLIED BY C.T. MALE ASSOCIATES, P.C. AND IS BASED UPON AN ASSUMED DATUM. 2. NORTH ORIENTATION AND BEARING BASE AS PER LIBER 629 PAGE 587. TOTAL AREA OF SUBJECT PARCEL IS 2.238± ACRES. 3. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED CR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 4. THE PLANS SHOW KNOWN SUBSURFACE STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT AS SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS/HER RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL UFPO. PROPEPT, LINE EASEMENT LINE 'P[L ''.JNE PROPOSED x FENCE LINE -x-x-x-x-x-x RAILROAD CONTOUR LINE 320 - - - BUILDING LINE - - - - - - - - UTILITY LINE VE WATER LINE W SEWEP LINE STORM SEWER LINE SS �l UTILITY POLE 0 HYD HYDRANT E wrp WV o WATER VALVE •� SMH �1 O SEWER MANHOLE 000 CLEAN OUT r 1 INFILTRATION WEL- J ` GENERAL NOTES: 1. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PL4NS. THE CONTRACTORS WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW AND APPROVAL BY THE EtIGINEER. 2. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED By -HE ENGINEER. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 3. ALL PAVEMENT CUTS AND TRENCHES SHALL BE BARRICADED AND PROTECTED. PROTECTION SHALL BE PROVIDED FOR VEHICULAR AND PEDESTRIAN TRAFFIC. 4. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, VERIFY EXISTING UTILITY SERVICES AND NOTIFt THE ENGINEER IF ANY VARIATION FROM THE PLANS IS REQUIRED. 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND APPROVALS. 6. ALL NEW FRAMES CONSTRUCTED WITHIN PAVED AREAS SHALL HAVE THE TOPS SET FLUSH WITH THE PAVEMENT GRADE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SUBSURFACE DRAINAGE )URING THE COURSE OF THE WORK. 8. THE PROPOSED STORAGE STRUCTURE WILL BE PROVIDED WITH ELECTRIC SERVICE ONLY. ZONING NOTES 1. THE SITE IS LOCATED ENTIRELY" WITHIN A HIGHWAY COMMERCIAL ONE (1) ACRE (HC-1 A) ZONING DISTRICT WITHIN THE TOWN OF QUEENSBURY. 2. THE SITE IS SERVED BY MUNICIPAL WATER AND SANITARY SEWER SERVICES. 3. LAND USE INFORMATION. DESCRIPTION EXISTING PROPOSED CODE REQUIRED AREA/DISTANCE MIMIMUM LOT SIZE AREA 2.238± AC 2 238± AC 1 AC WIDTH 405.74± FT 405.74± FT 150 FT DEPTH 464.57± FT 464.57± 200 FT MINIMUM YARD SETBACKS BUILDING 1 (EXISTING) FRONT 27.4± FT 27.4± FT 50 FT SIDE 9 7± FT 9.7± FT 20 FT SIDE 52± FT 52± FT 30 FT REAR N/A N/A 25 FT BUILDING 2 (EXISTING) FRONT 265± FT 265± FT 50 FT SIDE 95± FT 95± FT 20 FT SIDE 35± FT 35± FT 30 FT REAR N/A N/A 25 FT BUILDING 3 (EXISTING) FRONT 21 0± FT 210± FT 50 FT SIDE 1 R+ 1.8± Fr 20 FT SIDE 85± FT 85± FT 30 FT REAR N/A N/A 25 FT BUILDING 4 (PROPOSED) FRONT - - - 105± FT 50 FT SIDE - - - 145± FT 20 FT SIDE - - - 115± FT 30 FT REAR - - - N/A 25 FT BUILDING 5 (PROPOSED) FRONT - - - 135± FT 50 FT SIDE --- 115± FT 20 FT SIDE --- 40± FT 30 FT REAR - - - N/A 25 FT BUILDING 6 (PROPOSED) FRONT - - - 335± FT 50 FT SIDE - - - 13± FT 20 FT SIDE - - - 10± 30 FT REAR - - - N/A 25 FT BUILDING 7 (PROPOSED) FRONT --- 265± FT 50 FT SIDE --- 9.7± FT 20 FT SIDE --- 85± 30 FT KEAR --- N/A 25 7- 4, LAND USE AREAS: DESCRIPTION EXISTING PROPOSED PERCENT PROVIDED BUILDING (1) 20,678± SF 20,678± SF 21.2". BUILDING (2) 1 38± SF 1 38± SF 0.1 % BUILDING (3) 3,834± SF 3,834± SF 3.9% BUILDING (4) 0± SF 64± SF 0.1% BUILDING 0± SF 4,760± SF 4.9% BUILDING 6 �5� 0± SF 1 ,628± SF 1 .7% BUILDING 7 0± SF 630± SF 0.6% TOTAL BUILDING 24,650± Si 31,732± SF 32.5% PAVEMENT 47,017± Si 39,510± SF 40.5 % GREEN 25,820± SF 26,245± SF 26.5% EXISTING, 27.0% PROPOSED 5. PARKING INFORMATION: 48 PARKING SPACES EXISTING (3 SPACES FOR HCA) 48 PARKING SPACES PROPOSED (3 SPACES FOR HCA) 6. FIRE PROTECTION EQUIPMENT IS PROVIDED WITHIN BUILDING (1). OTHER STRUCTURES CAN BE REACHED BY A 200' HOSE FROM THE GROSSMANS PARKING LOT OR THE SHOP & SAVE PARKING LOT. A HYDRANT IS LOCATED IMMEDIATELY ACROSS FROM THE SITE, ALONG QUAKER ROAD (N Y.S ROUTE 254) 200 UNION STREET BRAINTREE, MA 02184-4997 USA ATTN: MARK A. GIUNTA PROJECT MANAGER PROPERTY DEVELOPMENT 8. SPONSOR: C.T. MALE ASSOCIATES, P.C. 65 BAY STREET, P.O. BOX 533 GLENS FALLS, NY 12801 ATTN: H. THOMAS JARRETT, P.E. REGIONAL MANAGER JOSEPH M. LANARO, E.I.T. PROJECT ENGINEER H. THOMAS JARRETT P.E. # 57.509 DATE REVISIONS RECORD/ DESCRIPTION /29/92,L SUBMISSION TO PLANNING BOARD 0 ""' � Paradi.:e ReaciT • .. I _ �� � 1 '� •,J•• 1/ • ,u •+fit a � � .jam 1. ` .. � • , .. �11E - _ - , Vh 40 �{ P GLEtiS FALL$ WA -• n �+A , • ItrFa �. F • • �µ` �ryrr�:r • 1 -d S4imh Glens Falls' Ikest n: FallsAj ,v L - ,t, a.f,-J. . SITE LOCATION MAP SCALE: 1" = 2000' CROSS REFERENCE:NONE RR 5A ay •.. PR 10A SR 1A h RR; �S SF SITE ZONING MAP SCALE: NONE CROSS REFERENCE:NONE 4,z:�zCCIATES P.C. 0 99 Vo* ,;„a1 45 }may y h13 8 3��li�,D DRAFTED CHECK APPR. UNAUTHORIZED ALTERA- TION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. © 1992 C.T. MALE ASSOCIATES P.C. GROSSMANS QUAKER ROAD (N.Y.S. ROUTE 254) SEP JML HTJ SITE PLAN TOWN OF QUEENSBURY COUNTY OF WARREN, NEW YORK PROJ. NO:92.0325 C.T. MALE ASSOCIATES, P.C. 50 CENTURY HILL DRIVE, P.O. BOX 727, LATHAM, NY 12110�& (518) 786-7400 * FAX (518) 786-7299 ENGINEERING SURVEYING *ARCHITECTURE *LAND PLANNI6 101 11 LANDS E ARCHITECTURE * COMPUTER SERVICES SCALE: 1" = 30' DESIGNED : JML SHEET 1 OF 2 DRAFTED :SEP/CAD DATE: 09/17/1992 CHECKED : JML DWG. NO:92-456