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- - - - KEY NOTE SCHEDULE GRA <br /> N2'33'S4'E 95.08 I <br /> O <br /> -B <br /> I I 1 DIRECTIONAL SIGN, SEE DETAIL: Architects &11 <br /> I I DA-1 <br /> oDA.1 Associates, Inc. <br /> I 2 "UNAUTHORIZED" PARKING WARNING SIGN. SEE DETAIL: <br /> I <br /> O3 UPGRADE EXISTING PARKING FOR DISABLED PERSONS 12 14 P.O. BOX 9082 <br /> PARKING SPACE PER DETAILS: DA.1 DA.1 Stockton, CA 95208-1082 <br /> ® (N) 500 GALLON LPG TANK. SEE DETAIL: 1 Phone. 12091609-6801-1• EMeII. GRA228T5egmeli.COm <br /> I I <br /> O5 PROVIDE SCHRUBS 4'-0" HIGH ON THE THREE <br /> SIDES OF THE PROPONE TANK THAT ON ON THE <br /> STREET. Architecture ♦ Consulting <br /> 10'-0" <br /> P.U.E. 5E0 ARcy.0p <br /> _ ------ GENERAL NOTES " GEORGE <br /> RODRIGUEZ <br /> NEW TRASH I �_ NEW UNISEX 1. THE CONTRACTOR(S) SHALL VERIFY THE INFORMATION SHOWN IN THESE DOCUMENTS AND NOTIFY THE ARCHITECT OF ANY No. C22875 <br /> ENCLOSURE I �� RESTROOM, SEEEE DISCREPENCIES PRIOR TO COMMENCEMENT OF WORK IN SAID AREAS REN.: MAY 31, 2019 <br /> I � SHEET A-4.0. QITY O• S �Q <br /> I VERIFY COMPLIANCE OF EXISTING. J. <br /> \ �1 PR. 3/0 STOREFRONT DOORS w/ SIDEWALK 2. NO DEVIATIONS IN THESE DOCUMENTS SHALL BE UNDERTAKEN WITHOUT NOTIFYING THE ARCHITECT, AND THEN ONLY WITH 9 <br /> L— <br /> //-VERIFY COMPLIANCE <br /> MODIFY AS REQUIRED. i WRITTEN DOCUMENTATION FROM THE ARCHITECT. f <br /> ffffff////// o <br /> 3. THE CONTRACTOR SHALL OBTAIN AN APPROVED DESIGNATED AREA BY THE OWNER FOR A JOB SITE OFFICE, STAGING, <br /> o \ Io & STORAGE OF MATERIALS. <br /> These drawings are property of GRA Architects & Associates, Inc., and <br /> 4. ALL NEW WORK SHALL COMPLY WITH THE TYP. STANDARDS FOR DISABLED ACCESSIBILITY AS SHOWN ON SHT. DA-1. are not to be reproduced, changed, copied, or reused without the <br /> WHEN THE ADJUSTED CONSTRUCTION COST IS LESS THAN OR EQUAL TO THE CURRENT VALUATION THRESHOLD, THE COST OF expressed written consent of GRA Architects & Associates, Inc. <br /> COMPLIANCE SHALL BE LIMITED TO 20% OF THE ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS, OR <br /> \ ADDITIONS. THE ADJUSTED CONSTRUCTION COST FOR THIS PROJECT IS LESS THAN THE CURRENT VALUATION THRESHOLD. Consultant <br /> � I THUS, AN UNREASONABLE HARDSHIP FORM SHALL BE SUBMITTED TO THE BUILDING DEPT. TO DOCUMENT THE PROPOSED <br /> n DISABLED ACCESSIBILITY WORK TO BE PROVIDED. <br /> N <br /> \ 5. EXIST. CONSTRUCTION INADVERTENTLY DISTURBED BY NEW WORK SHALL BE REPAIRED AND/OR REPLACED TO MATCH <br /> Q--� ORIGINAL CONSTRUCTION. <br /> (E) DISABLE \ <br /> R VIDE MIN. 36" DP. LI ETYPE DENOTE 6. EXTERIOR ACCESSIBLE ROUTES OF TRAVEL TO AREA OF NEW WORK SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED <br /> PARKING STALL <br /> TR NCA7 D DOME MAT E TERIOR ACCES IBLE BY STEPS OR ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", & SHALL BE A MINIMUM OF 48" IN WIDTH. SURFACES SHALL BE SLIP <br /> O \ T iEA. D oF R UTES OF TRAV L. I N RESISTANT, & SURFACE CROSS SLOPES SHALL NOT EXCEED 2%. WALKWAYS SHALL HAVE A MAX. GRADIENT IN THE DIRECTION OF <br /> AC ESS ISL TRAVEL OF 5% PER CBC 1 1 B-403.3, UNLESS IT COMPLYS W/ THE PROVISIONS OF RAMPS AS DESCRIBED IN CBC 1 1 B-405. <br /> o-�f ANY EXISTING CONDITIONS ALONG THE ACCESSIBLE ROUTE OF TRAVEL NOT CONFORMING TO THIS REQUIREMENT SHALL BE <br /> BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR EVALUATION. <br /> 7, IMMEDIATELY ADJACENT TO EXTERIOR DOORS, THERE SHALL BE A LEVEL AREA NOT EXCEEDING 2% SLOPE IN ANY <br /> O DIRECTION. 70P OF LEVEL AREA IMMEDIATELY ADJACENT TO DOOR THRESHOLD SHALL NOT BE MORE THAN 1/2" <br /> PAR ING LOWER THAN TOP OF THRESHOLD. ANY EXISTING CONDITIONS NOT CONFORMING TO THIS REQUIREMENT SHALL BE BROUGHT TO project For <br /> / I THE ATTENTION OF THE ARCHITECT FOR EVALUATION. <br /> 8. ANY PROPOSED EXTERIOR SIGNAGE SHALL COMPLY W/ THE CITY OF LATHROP MUNICIPAL CODE REGARDING SIGNAGE. <br /> Sk - - _ _ Interstate A Enterprises <br /> IMAGINARY PROPERTY LINE I 9. ALL MATERIALS SHALL BE APPROVED & LISTED FOR ITS INTENDED USE BY AN APPROVED AGENCY (i.e., ASTM, ICBG, UL, ETC). 16470 Cambridge Drive <br /> gS I I E IE G 32'— <br /> I W E OMMERCLathrop, CA 95330 <br /> IA 10. CONTRACTOR SHALL PROVIDE APPROVED ADDRESS & SUITE NUMBERS ON BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE <br /> / I i IVE AY. I & LEGIBLE FROM THE STREET OR ROAD FRONTING & THE PARKING LOT FOR SUITE IDENTIFICATION. Phone: (209)647-4273 <br /> i <br /> A <br /> �p� I NOTE! <br /> i " USE CA DEPARTMENT OF TRANSPORTATION <br /> APPROVED SIGNS & SYMBOLS! <br /> 00 <br /> / N INTL. SYMBOL OF ACCESSIBILITY <br /> Project <br /> 3 <br /> PER CBC 11B-703.7.2.1 City Gas & Liquor <br /> I <br /> 2'-0" MIN. 70 SQ. IN. MIN. SIGN W/ INTERNATIONAL New Lias Dispensing <br /> SYMBOL OF ACCESSIBILITY <br /> +— 14' (LS.A.) <br /> 9'-3" 11 '-7" —2" 0" <br /> Ilk <br /> Island & Canopy—0 +-26 . OV. 0.08 <br /> ALUM. PANEL, BLUE BACK—GROUND W/ 16470 Cambridge Drive <br /> WHITE BORDER AND SYMBOLS <br /> Lathrop, CA 95330 <br /> DIRECTIONAL ARROW WHERE SHOWN OR NOTED <br /> ^dam g <br /> a <br /> I I^I t° Q 1 1/2"0 MIN. GALVANIZED POLE <br /> I I I IN N I <br /> Sheet Contents <br /> N W 1 ,DDD I I ARCHITECTURAL <br /> U DE N ROUND I 1— I u �� --- 10"OX30" DEEP CONC. <br /> S DRAG TANK. I I I I LJ FOOTING — EMBED POLE SITE PLAN <br /> I I I 24" TO 27" INTO CONC. <br /> I I: 12'-0" 2'-0" 12'-0" <br /> o <br /> o 4'-0" 4'-0" CITY DIRECTIONAL SIGNAGE 2 <br /> f I I SIDEWALK <br /> I I <br /> c°po1J% I NOT TO SCALE <br /> I I <br /> I 1 2 <br /> w I DRAWING STATUS DATE <br /> 10'-0" <br /> N I t PLAN REVIEW NO. 1 09-25-17 <br /> 00 <br /> PLAN REVIEW NO. 2 10-23-17 <br /> PROVIDE 1/2"X8" GRADE 8 TANK TO BE FILLED TO PLAN REVIEW N0. 3 10-23-17 <br /> STAINLESS STEEL BOLTS <br /> I I 80% FULL. WEIGHT <br /> „ SECURED INTO CONCRETE 500 GALLON <br /> _______ OUTLINE OF 15 -s „ APPROX. 2,860#. <br /> � I SLAB w/ SIMPSONS STRONG PROPANE TANK <br /> CANOPY. HEALTH DPMT REVIEW 1 4 12-05-17 <br /> PROPOSED O TIE" EPDXY SEAL ET 22. <br /> I • MINIMUM EMBEDMENT 7" <br /> I PROVIDE 10'-0"x7'-0"x4" HEALTH DPMT REVIEW 2 Z5A 03-21 -18 <br /> o 16 THICK CONCRETE PAD w/ <br /> i N RESUBMITTED 4 REBAR 18" O.C. 06-12-18 <br /> tV N N ' BUILDING PERMIT NO.: 2013-0975 <br /> --- -- ----- -----------------+--------- - --�- - - -- -- ------------ - • CRASH PROTECTION: <br /> b A. 6" DIAMETER POST CONCRETE FILLED DRAWN BY: NEO KLAYBO <br /> — — — CITY (1) #4 CONT. BAR B. 3 BELOW GRADE - 4' ABOVE GRADE <br /> SIDE TOP & BOTTOM. C. 5' MINIMUM DISTANCE FROM TANK CHECKED BY: GRA <br /> CL EXISTING 40'- " • 5 3" CLEAR FROM D. 4' CENTER ON CENTER SPACING <br /> - 14119F FACE OF CONC. <br /> 1DRIVEWAY. 2 SCALE: AS NOTED <br /> N2°30'47"E 95.32' PROVIDE 12"x7' POTTING SETBACK: <br /> - - - - - - <br /> _ - - - - - - - - - - BELOW EACH PROPANE PROPERTY LINESDISTANCE <br /> EXPLOSIONBUILDINGS, <br /> 0 <br /> TANK LEG. PROJECT NO.: CGL-21706078 <br /> IT ELECTRICAL ETC <br /> 5 <br /> SHEET: <br /> REFERENC 1 ARCHITECTURAL SITE PLAN LPG TANK MOUNTING DETAIL A - 1 . 0 <br /> NORTH SCALE: 1/8" = 1'-0" NOT TO SCALE A-1 .0 <br />