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2011-222 Walmart (Tire) TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OFCOMPLIANCE Permit Number: P20110222 Date Issued: Thursday, July 14, 2011 This is to certify that work requested to"be done as shown by Permit Number P20110222 has been completed. Tax Map Number: 523400-296-017-0001-036-000-0000 Location: 891 STATE ROUTE 9 Owner: WAL-MART PROPERTY TAX DEPARTMENT Applicant: WAL-MART PROPERTY TAX DEPARTMENT This structure may be occupied as a: Sign By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the C t �4'/ VA property owner of the responsibility for compliance with Site Plan, d ,� Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY, 742 Bay Road",Queensbury,NY 12804-5902 (518)761-8201 , Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110222 Application Number: A20110222 Tax Map No: 523400-296-017=0001-036-000-0000 Permission is hereby granted to: WAL-MART PROPERTY TAX DEPARTMENT For property located at: 891 STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Twe of Construction Value Owner Address: WAL-MART PROPERTY TAX DEP, PROPERTY TAX DEPT-0555 Sign PO BOX 8050 MS 0555 Total Value BENTONVILLE,AR :72712-8050 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&-Specifications BP 2011-222 Wall Sign Sign Copy: Tire 2.38 sq.ft. (Sign 2 of 4) - change of copy from Tires to Tire and-decrease in sign size(<0.88 sq. ft. ) $0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 14,2012 (If a longer period is required,an application for an extension must be made to.the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town Mu nsbury, Th r�day,July 14,2011 - .r�t" d / for the Town of Queensbury. SIGNE)ZY � t}` � �1� � ury. Director of Building-&C6d Erif rcement z1 Walmart BP 2011 -222 - _ .UAL _ .2.38 sq. ft. wall sign Tire (sign 2 of 4) TAX rO^... -91 State Route 9 AID ' SIG PEIZWT APPLICAHON r BUILDING&CODES A permit must be obtained before installation of your permanent sign. All applicants'space's on this application must' be completed and must appear on three application form. OWNER: V�siL1�Y4�L�l �• • IJ• { IS INSTALLER/BUILDER: j ItL4 �iGrnn_ ti!C. ADDRESS:? YS 0J.a 1 XV! STr-ea .D -I, L '111�. INSTALLER/BUILDER: Z� LGI tS,1 i G AVM?&- '� t Sc-1105 C fir' PHONE NOS. PHONE NOS.. 7 7 7•- f 3 71 LOCATION OF PROPOSED INSTALLATION:(LEGAL ADDRESS) T'71_ 51,R i r �rvf r. J BUSINESS COMPLEX J PLAZA/)MALL NAME: BUSINESS NAME: i/1/G111�Y1�t CONTACT PERSON FOR SIGN CODS COMPLIANCE: PHONE: TYPE OF SIGN PROPOSED: _freestanding 211e= ____awning _projecting IF SIGN IS TO BE ILLUMINATED,PLEASE INDICATE: _Internal External —Incandescent _Neon Other DO•SIGNS CURRENTLY EXIST ON THE PROPERTY? _Yes No IF YES,LIST ALL EXISTING SIGNAGE: 0 y The application creates a change New in the following existing site Change in number of signs from to N a conditions(fill in all applicable Change in setback fdr sign from to spaces): _Change in size of sign from i 3•O 4 S 7- to y.S'Z s;r Chang eight of sign from to k!"Change of wordingla:opy from: J i .� to: i t r 4 • Sign Wording/Copy: r7 1 re- .- H Sign size: Length?-�x Width i-o. =Total Sq. - N � 1• � Height(freestanding sign): � y �9. > Color and Material to be used: ln 1 4%c- A, ✓ Provide 2 copies of a scaled drawing or surveyed plot plan with the following information: L M o Location of.Sign(walls signs: drawing of thefa�ade •� • the sign will be located on,indicate sign on fagade) N O Height of freestanding sign QUESTIONS? CALL 761-8256 OR EMAIL o Depth of projecting sign codes(),g u eens bu ry.nei o Distances from front and side property lines, VISIT OUR WEBSITE FOR MORE INFORMATION ✓ Provide 2 drawings or photos of sign design_ wv,rw.gueensburV.net ✓ Provide Applicant and Owner's signature(permission for placement of sign on the property or building), Declaration: To the best of my knowledge,the statements contained in the application,together with the plans and specifications submitted,are a true and complete statement of all proposed work xo be done on the described premises and that all provisions of the Zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such w rk i a orized by the owner. . APPLICANT SIGNATURE: DATE: V b2'96 I hereby authorize-the applicant to place a sign on my property or building. OWNER SIGNATURE:ems/ �cJwj U ln,�r/Ie- DATE: U-P11-l"i"'I 1,070,0 of Queensbwy• Community f Development Office a 742 Bay Road, Queensbunj,IVY 22804 t � s ► s re e' i ,s .° s ".r ,.- ♦e � s r as ss e • � e ' �e e �s/0._� E E 1 .� sit t' ib. • WN�.i� UM t m t�ai��rug6+.a•J IffEFE mw . , • e • 1 ' "lam. A fuzu c 4A . , . � . � . rM � r _ CA, m tram Imiz WIT, s ' - e ,• ; r r 6. ` � C�K !: 'jm�e�i�{��{�� �uLAn� MA RESURFACE EXISTING EIFS TO EXTENTS SHOWN ON BUILDING ELEVATIONS TO ENSURE CONSISTENT FINISH TEXTURE, REF. EIFS SPECIFICATION REMOVE EXISTING EIFS 1PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE 6" PAST AREA OF IMATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8' REMOVE EXISTING SHEATHING IN ° SIGN MOUNTING AREA (TO NEXT SHEATHING REMOVAL OR THICKER), SUBSTRATE REPLACEMENT IS NOT REQ'D PLYWOOD LENGTH PER SIGN SIZE AVAILABLE STUD) AND REPLACE WITH 5/8" EXTERIOR GRADE EXISTING METAL 6' (TO NEXT AVAILABLE STUD) 6 STUDS (BEYOND) FIRE -TREATED PLYWOOD II INSTALL NEW EIFS WHERE EXISTING EIFS WAS REMOVED. ENSURE FINISH REMOVE EXISTING')' SHEATHING IN SIGN ; is FLUSH WITH ADJACENT MOUNTING AREA (TO j € COAT IS RESURFACED EXISTING EIFS. NEXT AVAILABLE STUD) SIGNAGE INSTALLED BY OTHERS AND REPLACE WITH 5/8" 1'cr3 rn EXTERIOR GRADE H h1 Tz DESIGN OF SIGNAGE RIOR TOAND ITS CONNECTIONS pER PERFORMING THIS BY SIGNAGE MFR PER FIRE -TREATED PLYWOOD .' I INSTALL NEW EIFS WHERE WORK, VERIFY ;f:,Jjaa TT c WAL-MART DIRECTION EXISTING SUBSTRATE EXISTING EIFS WAS EXISTING METAL MATERIAL. IF REMOVED. ENSURE FINISH COAT IS FLUSH WITH I ( e STUDS BEHIND EXISTING SUBSTRATE SHEATHING IS CMU OR PLYWOOD (5/8' OR THICKER). EXISTING SUBSTRATE SHEATHING ADJACENT RESURFACED EXISTING EIFS. RESURFACE EXISTING EIFS TO EXTENTS SHOWN a REPLACEMENT IS ON BUILDING ELEVATIONS TO ENSURE CONSISTENT EXISTING EIFS NOT REQ'D FINISH TEXTURE, REF. EIFS SPECIFICATION I)T EW SIGN SECTION AT EXISTING DES AT NEW SIGNAGE= 1'_0" @—�_S�qSTRATE 3/8=1-0" FLANGE WITH SEALANT CONTINUOUS AT END CONDITIONS 18 GAUGE SHEET METAL HOOD COVER WITH CLOSED ENDS PROVIDE 18 GAUGE BULKHEAD STIFFENER AT 2'-0' OC MAX 2'x2' DRAIN TROUGH HOOD TO COVER NEW DOOR AND FRAME. $ DOOR HOOD CAP (TYP) P88 113-5- NV COLOR CHANGE 100'-0' F. . Q 4 CORNICE �/1/4"xl 1/2" TAPCON AT 16' OC ,--NEW 18 GAUGE /SHE SHEET METAL HOOD 1/4"xl 1/2" �TAPCON AT TOP AND BOTTOM OF SIDE FLANGE BO HOOD 108 -8 UNO SIDE ELEVATION RUN T T PF4 P94 P88 CAP (TYP) 100-0" P94 H.M. DOORS (TYP) 4 RECEIVING ELEVATION 15 14 125'-4' O.M. 113-5" m � � �COLOR CHANGE F"r — — � — — �II II II II II� F. P83 VIED PBB CMU COLUMNS & WALL GARDEN CENTER FENCING SHOWN WALL BEYOND I DO NOT PAINT GLAZED WITH DASHED LINE FOR CLARITY CANOPY STRUCTURES p 169 CONTINUOUS SEALANT REGLET PITCH BREAK TRIM SEALANT AT Z-CLOSURE TRIM — CONTIN000S TAPE SEALANT Z CLOSURE TRIM — NEW STANDING SEAM METAL ROOF — NEW UNDERLAYMENT, REF SPEC 074121 NEW PLYWOOD SHEATHING EXISTING BATT INSULATION EXISTING BENT PLATE BRACKET FLASHING DETAIL 11 NEW STANDING SEAM METAL ROOF / NEW UNDERLAYMENT, REF SPEC 07412 NEW WATERPROOFING MEMBRANE EXTENDED ff \\\ 8' BENEATH NEW :AT �1 UNDERLAYMENT AND � , 1 BEHIND GUTTER NEW 5/8" PLYWOOD SHEATHING -EXISTING CONTINUOUS WOOD BLOCKING EXISTING BATT INSULATION INSTALL SNOW GUARDS IF SPECIFIED IN SECTION 07412 10 DRIP EDGE H1 IS SECTION 9 1/4" - 1'-0- I I I I COLOR LEGEND SHEET NOTES P4 SW# 1602 "Theater Red" 1. DOOR HOODS, STEEL DOORS AND FRAMES, PS OSHA Standard *Safety Yellow* Y EXPOSED METAL FLASHING, HANDRAILS, GAS LINES, P72 SW/ 6112 "Biscuit' AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO. IF P36)SW/ 6989 'Domino THERE ARE TWO COLORS AT WALL ADJACENT TO DOOR AND FRAME, USE BOTTOM COLOR FOR P83 SW/ 6082 'Cobble Brown" ENTIRE DOOR AND FRAME. P88 SW/ 2823 'Rockwood Clay" 2. REPAIR GUTTERS AND DOWNSPOUTS. REPLACE P94 SW/ 7694 (EXT) "Exterior Dromedary Camel" MISSING SECTIONS WITH LIKE MATERIAL. PAINT TO MATCH ADJACENT WALL COLOR. P98 SW# 7718 "Oak Creek' 3. INSTALL NEW OR REPLACE MISSING AND DAMAGED 103 SW #6095 "Toasty" SPLASH BLOCKS AT ALL DOWNSPOUTS DRAINING TO GRADE, EXCEPT AT FRONT OF STORE. PF4 Lead —Cote Metallic 4. POWER WASH 100% OF EXTERIOR WALLS PRIOR TO PAINTING. REF SPECIFICATIONS 5. PAINT ENTIRE EXTERIOR OF BUILDING. 6. PAINT JIB CRANE — P36 ON JIB BOOM, P5 ON HANDRAILS. KEY NOTES 7. PAINT GARDEN CENTER STEEL DOORS AND FRAMES TO MATCH ADJACENT BUILDING WALL. IF THERE ARE TWO COLORS AT ADJACENT WALL, USE BOTTOM COLOR FOR ENTIRE DOOR AND FRAME. 8. PAINT SPRINKLER VALVES P4. DO NOT PAINT OVER 7.02 INSTALL DOOR HOOD. RE 8-A2. SIGHT GLASS. 9. DO NOT PAINT OVER FIRE ALARM BELL. 10. PAINT ALL EXTERIOR BOLLARDS TO MATCH EXISTING COLOR UNLESS NOTED TO RECEIVE PLASTIC BOLLARD SLEEVE. 11. PAINT SECURITY WALL PACK HOUSINGS TO MATCH ADJACENT WALL. 12. CLEAN SECURITY WALL PACKS. REMOVE PAINT OVERSPRAY FROM LENSES. 13. CLEAN ALL SIGNS THAT ARE EXISTING TO REMAIN, STANDING SEAM RIB COVER - NEW METAL EDGE TRIM/DRIP PAINTED TO MATCH METAL ROOF EXISTING CONTINUOUS METAL N EXISTING GALVANIZEI1r GUTTER PAINT TO MATCH EIFS COLOR WATERPROOFING MEMBRANE BEHIND GUTTER - EXISTING GALVANIZED GUTTER BRACKET VESTIBULE (5) (6) (7 ► (8) (9) 10 11 12 13 14 113-5" COLOR CHANGE WW- - - - -f'7 120'-10" 100'-0" F. . 14------I i 113-5" COLOR CHANGE r, P88 P88 P83 H.M. DOORS (TYP) CMU COLUMNS & WALL Ah 100'-0" -qFFF—. SEASONAL SHOP 3 REAR ELEVATION 12 11 HATCHED AREA 1D NEW SIGN, INDICATES RESURFACED REF 5-A2.1 EXISTING EIFS (TYP.), TENANT SIGN REF. 12-A2 EIFS BAND (TYP) P88 P94 P98 � , NEW SIGN, REF 3-A2.1 K J n G NEW SIGN, REF 6-A2.1 NEW SIGN, NEW SIGN, P94 PF4 REF 7-A2.1 P94 REF 8-A2.1 CAP (TYP(TYP. OF 2,11" c H.M. DOORS (TYP) HATCHED AREA INDICATES RESURFACED EXISTING DES (TYP.), 9 8 REF. 12-A2 7 NEW SIGN, REF 1-A2.1 /` 126'-0' P94 CORNICE (TYP) P12 P103 C 6'-1 "� L H.M. DOORS (TYP) p a REAR ELEVATION F E D C B LAL PF4 128'-0' EIFS BAND (TYP) P88 T.O.M. P94 P94 CORNICE (TYP) P72 P94 ET I I I II II I II II II II II II �I -- P88 P83 P88 P88 WALL BEYOND GARDEN CENTER FENCING SHOWN PREFINISHED WITH DASHED LINE FOR CLARITYJ LEFT ELEVATION j HATCHED AREA 4 3 2 1 INDICATES RESURFACED EXISTING EIFS (TYP,), REF. P94 P94 P12 CORNICE (TYP) PF4 P98 P703 EIFS BAND (TYP) P88 10'-0' NEW REF SI N, Ply COLUMN (TYP) `LVDJ `�, r�J TENANT SIGN FRONT ELEVATION 1 1'=20'—O" Walmart BP 2011-222 2.38 sq. ft. wall sign Tire (sign 2 of 4) 891 State Route 9 rgNV10 �ZYEm 00 0�r, I I LU xI,rr, ZjHrO,0 D Cr IU�a���o �d r0 �s0 e��3w xOX zX03=Q rI N - L O C >-" r 00% Z-P N C. EO pW, Cno zzw 0 O w O o I ISSUE BLOCK Q 01/12/11 REV 1 R1 02/03/11 ADD 1 CHECKED BY: LDS DRAWN BY: AJK PROTO: 192 NP EXP PROTO CYCLE: 10/29/10 DOCUMENT DATE: 12/3/10 I HEREBY CERTIFY THAT THE PORlI0N4 OF TNIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND CONTROL I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS aF THE STATE OF NEW TARN. SIGNATURE 12/3/2010 DATE ISSUED 022454-1 REG. NO. EXTERIOR ELEVATIONS AND DETAILS SHEET: A2 SHERWIN—WILLIAMS CUSTOM BRONZE/ ORDER NUMBER 7248-0044642 BRONZE MATCH CUSTOM MANUAL MATCH flAC COLORANT: OZ 32 64 128 W1 WHITE — 43 — 1 B1 BLACK 6 4 1 1 R2 MAROON — 19 — 1 Y3 DEEP GOLD — 48 1 1 G2 NEW GREEN — 1B — — ONE GALLON #B54T00104 UI TRADECP p796 SIGN INSTALLATION .ONTRA TOR R PONSIBI ITI S EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO INSTALLATION. 1. PAINT ANY ATTACHED HARDWARE, CONDUIT, ELECTRICAL BOXES, ETC. TO MATCH CABINET, DURANODIC BRONZE. 2. CLEAN UP ALL DEBRIS. 3. CLEAN FACES AND RETURNS OF ALL SIGNS AFTER INSTALLATION IS COMPLETE. PAINT EXISTING SIGN LIGHTING, AND CABINET DURANODIC BRONZE. REF. TABLE FOR CUSTOM COLOR TYP REPLACE THE EXISTING SIGN FACE WITH NEW SIGN FACE OF THE SAME SIZE. NEW SIGN FACING, COLOR TO MATCH PANTONE 285C. EXISTING SIGN SUPPORT COLUMN TO BE PAINTED DURANODIC BRONZE. REF. TABLE FOR CUSTOM COLOR. n WALMART PYLON SIGN 0 0 I I Lu—bi 3.13 SQ.FT. n 12" LOBE SIGNAGE I I I m,re 2.38 SQ.FT. 0IV 1/4' p'TIRE SIGNAGE 10'-2j" ��rlre-&Wbe 16.34 SQ.FT. 6 18i' p"TIRE & LUBE SIGNAGE 18-1 r4" ut oor Livinn I N._.... .. _....... .. ... 49.47 SQ.FT. �1 4l'p OUTDOOR LIVING SIGNAGE 8'-5" vroD Ia et' I H N 17.97 SQ.FT. a42.4" MARKET SIGNAGE 22'-4j" I '�,l H--­e � Pha-r-m--111.111, 1acy 61.85 SQ.FT. 3 24"pHOME & PHARMACY 37'-3" n 5'-6)1 WALMART SIGN ,/4"_,,_0. 1 /0' � j o�lo 298.00 S.F. c oN<OD 4WMo't- IWov Sw 000 � 0 I 1Qw I,-r U� Z�F-mm Foz .1 mUaXaF-00ao 6,o 3e 213w u w�F 2 jott az .00m JISSUE BLOCK CHECKED BY: LDS DRAWN BY: AUK PROTO: 192 NP EXP PROTO CYCLE: 10/29/10 DOCUMENT DATE: 12/3/10 I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND CONTROL I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NEW YOWL SIGNATURE 12/3/2010 DATE ISSUED 022454-1 REG. NO. SIGNAGE DETAILS, NOTES, AND SCHEDULES SHEET: A2.1 MR-5 MULTI -FAMILY RESIDENTIAL. ZONING 823 LF. IT'* HIGH RETAKING MALL REAR' YARD .:,',.. - .. _.. .... .... .Bt7 , . N 68'19 SJ` W PIFtlC L ..SETBACK 9r� , GOO— - _. 98 LF. 10' HIGH COMPOSITE SOUNDWAL4 ___ __�I ONS7M1 CTION TO REMAINS(j I ®I O.�LIMIT G N r TL I � IF 13 �IID #i ,: H H p 8 1 _ t I , I j •; O t I IIIIO �, NUD r 07 � �IIIII!'!111111 IIIII!!i�lllll O IIIII!I!IIIIII t `,E\ ���\ ©'!IIIIII 11�1111111 �hII���I�I� \\!r� IIII! ! III - III' ...-....... IIIIIII 11111110 E' © ®l[©I a 4 \ OD 25 to :i LOCA710N OF K O I I (SEERCOTE 1E10) BY 5: ON Q.D as ec cc N I P i I I I L , Y` �v JIPPLY y 4 / 30.0' \ SIDE YARD \\ `Y SETBACK N ,N t I V I II II i �a 1E705�1M0 PYLON t #IRELOymEpBE ,I [I f 0(1 f v K all _ EE f 7 7 ?7' L I I I I btADJUSTDEW C TRACTOR SHALL 1t �5�0111. SIOA710N A _-"uu_ l__1 - FRONT S SHALL 110.00 p.PY� SIDEWALK CURB RAMP Q29728 SIGN AND STRETL71M Trm-.7— .. TfBLENA�WANSLION � , J � � C.. _ .....- _._ �__. ... _ ,. :..- _,.. SIDEWALK CLIMB RAMP REIBIED TRANSITION ......_ -- .,_-- y._ r SIDEWALK CLIMB RAIF ,�'.'.-"--"'' -----�_" .. YYPE 3A .. BLENDED TRANSITION .. -. ......_ TYPE 3A"_ BEE ALK G1F 3 RAF . ...... CR063WAIlE gy Tr TF'• ....-_ .. __.__ .... .....__ r ..._ / BLENDED TRANSITHkI 7Y'PE, 3A SDEWAX NLRB BL,A 1RANSRIDN 4 0� j . . -._ ,1 .` _ IuK TYPE LS - TYPE 3A _. - .. i-� ) I I I I o I ! '. YgRD AC �T 7 51DEWAff,,��r ro SUINT p +L A N [TYPE ITEACH �JcATIMONj I i if 20 0! IDD YARD S,TTBA�CK DTI' " SITE LEGEND A 6' WIDE FIRE LANE WITH V WIDE PAINTED TRAFFIC RED STRIPING AT 45' TYPICAL. CURB TO BE PAINTED TRAFFIC RED AT THESE LOCATIONS 'NO PARKING -FIRE LANE O B ' PANTED TRAFFIC RED ON PAV EMENT C AT 80' 0. . LETTERS TO BE A MINIMUM- 2'2. -C'0' TALL PEDESTRIAN CROSSWALK WITH 4' AGE PAINTED YELLOW STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT T-D' D.C. UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WDTH. OD "YIELD' PAINTED YELLOW ON PAVEMENT TYPICAL. SEE DETAIL SHEET. OUNUSED REFERENCE OF EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED, RAMP PAVEMENT FLUSH NTH THE 70P OF STOOP. O6*0 PIPE BOLLARD TYPICAL. UNLESS NOTED OTMERWSE. SEE DETAIL SHEET. ® EXISTING AT GRACE OVERHEAD DOOR LOCATION. O4- WIDE X 130- LONG YELLOW PAINTED TRUCK ALIGNMENT SIRWES. OCONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION, SIZE AND SLOPE. K 'STOP" PAINTED ON PAVEMENT VITH SNSL/24- STOP BAR-TYP. SEE DETAIL SHEET. ©ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN ACCESSIBLE SPACE) PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWSE. STRIPES SHALL BE M PAINTEO SYSL/4' AT 2'-0' O.C. PERPENDICULAR TO PARKNG STRIPE. OCART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL. O9'-0' ODE PARKING SPACE W/2'-O' LOADING ZONE AT All SPACES ADJACENT TO CURB AND GUTTER - TYPICAL, 4' PANTED YELLOW STRIPING O 2'-0' O.C. PERPENDICULAR TO PARKING SPACE. © PROPOSED CURB - TYPICAL. SEE DETAIL SHEET. © PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET ® MATCH EXISTING CURB k CUTTER N GRADE AND ALIGNMENT, ® 5' WIDE, 4' THICK CONCRETE SIDEWALK OT SIDEWALK RAMP OMOUNTABLE CURB OPROPOSED GRANITE CURB C On N SITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF OUEENSBURY 3 iff'BRD WARREN COUNTY REGULATIONS AND CODES, AND O.S.H.A. STANDARDS. I I —tTB7tK � 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PAPORCHES, TRUCK DOCKSPRECISE BUILDING DIMENSIONS AND EXACT BUILDING I '� I UTILITY ENTRANCE LOCATIONS. iNTELDCRC N EC M (BY FU1uRE I 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH K Rf1ERCOWECTON (BY oT1IID1s)) ,-�-j AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. I }. (sEE No,F Ta) 1 I 4. ALL ISLANDS WITH CURB SHALL BE LANDSCAPED. ALL REMAINING ISLANDS ARE TO 'y * III BE PAINTED ISLANDS. r� 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS 6 POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH �, 1�..._ GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH, 1 I ALL COST SHALL BE INCLUDED IN BASE BID. �•'' is I Ijj '{ V - 6. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY VAN DUSEN AND STEVES. `` 7. TOTAL LAND AREA IS 17.74 ACRES. • _ a I I: T II` 8, THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED -THE WAL*MART STANDARD SITE WORK SPECIFICATIONS.' f 9. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN. y< ) } ,,-- R t .4 10. WAL-MART AGREES TO ALLOW FOR FUTURE INTERCONNECTION WITH ADJACENT .h M N LAND OWNER. 4 y. r.. 11. REFER TO OVERALL CONSTRUCTION PHASING PLAN, DRAWING No. 29.00. FOR 'I SM MWED ,- I j L CONSTRUCTION PHASE UMITS AND NOTES. a ICI 'r, .$'42 I 50 E 12. DELIVERY TRUCK TRAFFIC SHALL NOT BE ALLOWED ON WEEKS ROAD, IN .. E .. S 15'5� - C ' 164 8 — - $ t S O6'2T42" E 2� DANCE WITH THE RESOLUTION OF SITE PLAN APPROVAL,DATED MAY 18, " ACCORDANCE CROSSWALK jL \ TYPE LS SIOEIYALK CURB RAIN .._ .._—. _.. SDEWALX CURB RAMP "tS0 LF PROPOSE A`M8 LL-1�Lfl lL-711AE6�_T14fi._. PER NYSDOT 9PEgFlCATION5 Z_YLOOFD 1RAITION - - -'--- \?:a1KiE,ti-)- .-... . _. . �- Tire / sign 2 of 4 1 's 2.38 sq. ft. wall sign 40 0 10 25 40 SCALE IN FEET Data - 3577101\Dw9N3577IO22OO1.dwg Date: 7/7/2004 Time: 14:59 Uaer. I Date I Description I No. I NAME DATE MICHAEL A. SEMERARO Jr., PROFESSIONAL ENGINEER NY LIC. No. 062002-1 L=LANGAN ENGNEERWVG 6 EAMRONMENTAO SERVICES River Drive Center 1 619 River Drive Elmwood Perk, NJ 07407 I' P: 201.794.6900 F: 2D1.794.0366 V www.kn96n.com ■■,rA■rY ceNNsnvAwA Newrou careRecTXIR NJ Cerlif ate of Aatlw nation No: 24G42799MOO ' C roject WAL*MART F AT QUEENSBURY SYORE N0.2116 f TOWN OFQUEENWKY ` SITE PLAN Project No, 3577102 Drawing No. Date JULY 02, 2004^! Scale 1" = 40' 2 0.01 DEFT. By P P jns Chkd. By G. F. Sheet 03 of 18 Itill. Style Table: Longan_OCE.at6 Layout. E Size Sheet (SI,