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F. Previously Approved Site Plan ZONING ANALYSIS TABLE GENERAL NOTES SMH CI-COMMERCIAL INTENSIVE;UNDERGROUND UTILITY OVERLAY;TRAVEL CORRIDOR OVERLAY;T E RIM=332.89 ZONING DISTRICT LOWER ROUTE 9 DESIGN AREA. \ 0ALL ON SITE CONCRETE TO BE 4,000 PSI. W. .' EL AUTO PARTS RETAIL-SUBJECT TO SITE PLAN REVIEW + \ 0 ZONE CRITERIA REQUIRED EXISTING PROPOSED O SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION,SIDEWALK,CURB GUTTER LINE, ¢,• V1p' 1 - - - - 10- PROPERTY LINE,OR CENTER LINE OF STRIPING UNLESS OTHERWISE NOTED. Q S402500 E \ MINIMUM LOT AREA 1 ACRE(43,560 SF) +/-0.76 ACRES(33,173 SF) +/-0.76 ACRES(33,173 SF)* ssnixUsEr4s� e i V..a2644-C z mw 148.25 + bgKis�' dap i . 0 W ` MINIMUM LOT FRONTAGE 50 FT +/-143.7 FT +/-143.7 FT C REFER TO STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS AND LAYOUT OF SIDEWALKS y'vv"edceur%+r,� Na. O O^ \ \ O VINVNAMP L kNSf D• ADJACENT TO BUILDING PERIMETER. i�'NEC Ms�,o. a o MINIMUM LOT WIDTH 150 FT +/-143.8 FT +/-143.8 FT* N� J-, W APPROX LOCATION OF P 02 0 d �o' MINIMUM LOT DEPTH OD PRIOR TO INSTALLATION,CONTRACTOR TO VERIFY LOCATIONS OF LIGHT POLES,LANDSCAPING, 200 FT 212.6 FT 212.6 FT � _ <y� WETLAND DELINEATION LINE AND UTILITIES DO NOT CONFLICT WITH SITE SIGN LOCATION SHOWN.IF CONFLICT IS d o MAXIMUM BUILDING HEIGHT 40 FT +/-20.2 FT +/-18 FT DISCOVERED,CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING o a MAP 302.7, BLOCK 1, LOT 27 \G� WLF **A2 MIN.FRONT SETBACK 75 FT +/-12.7 FT +/-21.1 FT WITH THE WORK. Uj 0 Q N/F LANDS OF FF� w O O ALL SIGNS WITHIN THE NYSDOT RIGHT-OF-WAY SHALL BE INSTALLED PER NYSDOT STANDARDS W z ASPHALT DRIVE MIN.SIDE SETBACK 20 FT MIN/50 FT TOTAL N/A(CORNER LOT) N/A(CORNER LOT) ° m o o META R. HURRAY \ AND SPECIFICATION. BK 668 SHEETS BEARING THIS SEAL ARE Q ~ , PG 324 MIN.REAR SETBACK 25 FT +/-92.3 FT +/-32.1 FT AUTHENTICATED, RESPONSIBILITY FOR Lit Q 3: ZONE: (CI) COMMERCIAL INTENSIVE \ ALL OTHER PLANS, SPECIFICATIONS I MAP 302.7, BLOCK 1, LOT 25 > 0 \ PARKING SPACES 38 39 25** OR INSTRUMENTS ARE DISCLAIMED. F_ a #5 GLENDALE DR o KEY NOTES N/F LANDS OF � I � � p GREENSPACE 30% 32.1/0 32.4/0 0 META R. HURRAY I SCHEDULE "A" EXCEPTED PARCEL \ AUTO PARTS SUPPLY=5 SPACE PER 1000 SF OF GFA DB 675 PG 187 Q I ^ PARKING CRITERIA ZONE: (CI) COMMERCIAL INTENSIVE \ 5*7,453SF/1000SF= 38 SPACES REQUIRED BK 490, PG 97 ` (10'x 20') O z #4 GLENDALE DR Q o - -° ° y 6'ly000 FENCE 22 ACCESSIBLE PARKING=1-25 SPACES REQUIRE 1 ACCESSIBLE SPACE[1 PROVIDED] 1 CONCRETE PAVING(STANDARD DUTY) w ovlwv, ASPHALT(MEDIUM DUTY)IN PARKING AREAS,(HEAVY DUTY)IN DRIVE AREAS. 0 39 i s s *EXISTING NON-CONFORMANCE 0 � ���g�v **VARIANCEIWAIVER REQUESTED 0 31 i 38 ON \ O CONCRETE CURB AND GUTTER 0 O O w = i \ 17 \ O4 CONCRETE SIDEWALK `N > p � 0, W N } U `� o i pN \ O CONCRETE SIDEWALK OR DOOR LANDING.LANDING MAY BE POURED MONOLITHIC WITH PAVING IF m ^ r � ASPHALT DRIVE V� Qp 23 WL _A CONCRETE PAVING IS PROVIDED. 0 0 U) N -A o ° i 31 7 Al < Z) n � N w i o a O ACCESSIBLE PARKING SYMBOL PAVEMENT STRIPING. W O = � �p i 00 N 25'REAR SETBACK __ � U N ro W STEEL BOLLARD.PROVIDE(2)AT REFUSE CONTAINER AREA,(2)AT SECTIONAL OVERHEAD FREIGHT DOOR, ce cn 00 o � W /GV 2 12 • I 1 1 _ _ AND(9)AT FRONT ENTRY. a � w - � W 1 20.0' (6)SP @9'=54' Ica OH i 1 O ACCESSIBLE PARKING SIGN. z X .0 z g O Q w w off II OQ = � � I i OH OH OH © 1 19 9O DETECTIBLE WARNING SURFACE. _ V) LO fl �� z m ° 25 26 a oy \ LU �, N �' OH 0 OH 0 10 PROPOSED STORMWATER MANAGEMENT AREA 0 N 15 13 0 �0// 31 26 W I 0 11 ACCESSIBLE PARKING SPACE WITH ACCESSIBLE AISLE(ADA COMPLIANT)TO SLOPE 2%MAXIMUM IN ALL s Q 3 o \ \ DIRECTIONS.PROVIDE PAVEMENT MARKINGS TO MATCH STRIPING COLOR UNLESS OTHERWISE ° J i REQUIRED TO COMPLY WITH GOVERNING ACCESSIBILITY REGULATIONS. w DEALER i r MAP 302.7, BLOCK 1, LOT 24 5 DOOR 42 31 26 REFUSE ENCLOSURE. m N/F LANDS OF ' 3' �� 0 META R. M U RRAY 28 j 26 CONCRETE WHEEL STOP,ANCHORED TO PAVING. BK 668, PG 326 \ 1 14 LIGHT POLE. z ZONE: (CI) COMMERCIAL INTENSIVE 40 4 s `T O W 0 : lzs 15 4"WIDE PAVEMENT STRIPING-YELLOW 2 COATS). � #2 GLENDALE DR � � � � - ---------- 1 / � � � \ O ( ) � Z 0 W 24 _ 16 SITE SIGN.SIGN OWNER FURNISHED AND INSTALLED(REFER TO SCOPE OF WORK SCHEDULE). O 0 i m I 17 PROP.RETAINING WALL 1_ 2 STORY FRAME o I I I oy N W BUILDING I i EGRESS O'REILLY AUTO PARTS z I \ 18 STOP SIGN AND STOP BAR.ALL SIGNS WITHIN THE STATE R.O.W.SHALL BE INSTALLED PER NYSDOT STANDARDS AND SPECIFICATIONS DOOR M 86'-4" X 86'-4" I �€ N 5 SQ. FT. _ ±7,453 SFco I I 19 PROP.LEVEL SPREADER WITH 4'WIDE RIP-RAP Z o 4 0' I I 10 o 0 i I I I 20 PROP.BIKE RACK O Q Z A 27.3 I I I I` j 21 PEDESTRIAN CROSSING SIGN C iFlLU L 0 N 20 I I I I I 22 PROP.RIP-RAP r � 40 WV 1 41 23 PAINTED TRAFFIC ARROW O z o I I I I MAP 302.7, BLOCK 1, LOT 29 O - - ASPHALT DRIVE i 1 a 24 PROP.YARD DRAIN O w FI I N/F LANDS OF W Z ° c 1 22 I JOSEPH G. & CECILIA A. MONSOUR 25 PROP.CLEANOUT F4 w BK 1309, PG 26 W m _ 21.1' ZONE: (CI) COMMERCIAL O W ~ 13 INTENSIVE 26 PROP.ROOF DRAIN cr 0 37 #676 GLEN ST 27 PROP.ACCESSIBLE RAMP J N � > } PROP.SAWCUT 0 Z U MAP 302.7, BLOCK 1, LOT 23 31 o 0- 6 1 Z Q 0- N 01 0 36 29 PROP.LANDING _ W V♦ 0 N/F LANDS OF - o 0ff i 15 71 L' R I 30 PROP.CROSSWALK O Z d CARLO R.A. CEDRONE & RT 10 v 11 �vTSE BACK I 3 LU ANTHONY R. PITI [� } - -1 1 31 PROP.TRANSITION CURB V U _ BK 1200, PG 199 I (4)SP @9'-36' 8.0' (5)SP @9'=45' 1 O W W ZONE: (CI) COMMERCIAL INTENSIVE 1� 8.0 R5' 32 PROP.SANITARY SEWER MANHOLE 0 LU N w #686 GLEN ST 3 O W Q o a 33 PROP.INLET STRUCTURE o w 18:0'. o W a 2 0 2 a (TYP) 32 z 34 PROP.FLUSH CURB Q 30 21 / / / / / / / / / / / 1 STORY�_ 15 23 M 35 PROP.CONCRETE CURB \ \ \ \ \ \ \ w FRAME BUILDING (6)SP @9'=54 36 PROP.FLARED END SECTION \ \ \ \ \ \ \ ff BLOG HT=16.4 f 3 85' 37 PROP.STANDPIPE \ \ \ \ \ \ \ 3 15 l 1 STORY FRAME ' /\/\/\/\/\/\/\/ O 0 \ 38 PROP."DEAD END"SIGN(MUTCD W14-1A WITH RIGHT ARROW)MOUNTED BELOW STOP SIGN \ \ \ \ \ \ \ o. _ BUILDING 6 \ 39 PROP."DEAD END"SIGN(MUTCD W14-1) z w 30.0' / �c� \ 09�0 / 40 PROP."NO PARKING"SIGN(MUTCD R7-1 WITH DOUBLE ENDED ARROW) 33 ° 14 \ �� Qy ff (TYP) �'�. \ �10/ 41 P A \ \ \ \ \ \ 14 33 SMH o� \ / ( 42 PROP.18"X10""EMPLOYEE PARKING ONLY"SIGN,MOUNTED TO BUILDING,CENTERED ON PARKING ARE / / / /\/\/\/�\/�\/ Z 4 R1M=330.67 \/ /\\'\\\'\/\' W - - SMH - - 35 - - - ID SIGN SYMBOLS LEGEND- - - R/M=332.07 ° 7v� vv ■ 23 ENTERPRISE" vv R.0.W. EASEMENT N5109 00 E 0 1$ NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS LEGEND. \ /\ \'\'\'\LA / 7..00' _ CB S� 31 27 dQ0 35 :9800 GRT 331.67 BAR 8 4 NEW BUILDING CONSTRUCTION / / / / / r- / 0 29 FORMER R.O.W. o " 4 - - - 214.50' 1/0 3✓ w SSEO STAMPED PAVEMENT �,o,P•� I I _____°_ CONC WALK N392T00'bV 4 / / \Q / 0 pEP CE) B CROSSWALK cG�sFo CONC WALK 28 31 CONC CURB a AREA OF CONCRETE -- -- J DEPRESSED CONC CURB CONC CURB - - - - - - - - 520 CURB a / / / (� ° 29 I CB 34 CONC. CURB /\/\/ \ � z 31 LIGHT DUTY AREA OF CONCRETE Q -CB - - - - - - - - - - - - - - - - - - - - - - - - - - 6RT==330.36 _ - - - GRT=JJ1.49 DASHED WHITE LINE 4 DASHED WHITE LINE HEAVY AREA OF CONCRETE 34 CB GLEN STREET GRT=330.46 SOLID LINE - - - - - - - - - - - - - - - - - - - - - - - - SOLID YELLOW LINE- - ® NEW POLE SIGN LOCATION (AKA ROUTE 9) DASHED YELLOW LINE ^ DASHED YELLOW LINE 0 NEW CONCRETE BUMPER BLOCK \/�/�/ \ AAA/ (AKA GLENS FALL-LAKE GEORGE HIGHWAY) -[/r1 W+C CO NEW LIGHT POLE LOCATION z DASHED YELLOW LINE DASHED YELLOW LINE / / (STATE HIGHWAY LAYOUT NO.417) (VARIABLE WIDTH) - - - - - - - - - - - - - - - - - - - - - - - - - - - �~' 0 (ASPHALT ROADWAY-SPEED LIMIT 30 MPH) SOLID YELLOW LINE SOLID YELLOW LINE TWO WAY \ \ `0\Cq � ; w TRAFFIC PLAN REFERENCES \ \'\'\'\'\ \�' ° DASHED WHITE LINE DASHED WHITE LINE DRAWN BY: CHECKED BY: r` • THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY VR RWO _ C �� CONC C C�RB DATE: N CONC CURB CB CB CB SPECIAL NOTE 05/15/17 0 GRT=334.27 GRT=334.27 GRT=330.31 N PRIOR TO CONTRACT CLOSEOUT,CONTRACTOR SHALL SECURE THE SERVICES OF A REVISION: 450 f TO FIRE HYDRANT I I420 f TO FIRE HYDRANT REGISTERED LAND SURVEYOR TO PROVIDE SITE SURVEY OF COMPLETED PROJECT CONDITIONS 04/20/18 AND SUBMIT FOR REVIEW AND APPROVAL BY OWNER.REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. - - PROJECT NUMBER: } d MAP 302.10, BLOCK 1, LOT 7 TM B 1 60247 0 N/F LANDS OF GLEN STREET LLC SHEET NUMBER 0 BK 1073, PG 94 / 1E NGINEE RING ZONE: (CI) COMMERCIAL C2ml 17 COMPUTER DRIVE WEST, NY 12205 Know what's below. INTENSIVE 20 10 5 0 20 PHONE:(5 8)438 ggp #677 GLEN ST C811 before you dig. SCALE: AS NOTED V= 20' CAD I.D.: B160247ss00