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—,.nr—. -- ray.•wa- __----.yq- -.✓ wre•+nwa"wwmM Mnwn.wunrp,wvnri.,eeMww+•wrNvea�,e9Mwsw,^w1.•.sne.muwm,,,aereaw'wiawav'�,an,wawa,m•.er."awemunaavauwmm�amu•av Ay�IgWYy,pa.Nwa.nn ffiYw6MNYN4.YWW,i�,Wv?Z'iYv6uWUY•W+"u,our.^n+uWYnW'aVutl,eee.uruoiwwaW,v+,w,rswaftlwm,»Wumuuw�W. - WMF,WYnlNauv M:,WMYRLLMMvaA..,- <br /> NOTES <br /> w���pTm <br /> WORT( SHALL INCLU'E .TIjE JJP1'J(;IiINGCF AIL LABOR, MATERINLS, 31NEW INTERNALLY RUMINATED SPANDREL (SEI- ARCO/DFALFR C0-OP LIST?,� EOUIPId ENT, TRANSPORTAA9,0 ANc SERVICES NECESSARY 10 DOA COMPLETE AND SEE DWG. CAI-2� TtI0R000H JOB. ALL WORK SHALL DE DONE IN ACCORDANCE WITH THE DRAWING AND NOV)L-CIFICATIONS AS PREPARED-THEREFORE' BY THE OFFICE OF CADIZ AND CADIZ J-h NOT USED ypx <br /> ARCHITECTS. <br /> 35 NEW INTERNALLY NEE. HATED FASCIA PANEL SHALL BE FURNISHED AND <br /> ❑2 WORK NOT INCLUDED IN CONTRACT: S. NOTED MATERIALS, <br /> , BY OTHERS INSTALLED BY OWNER. <br /> ---- --- ------ - - - - St ate Highwiay 12- -- - ---- ---- --- - ON THE DRAWINGS OR SPECIFICATIONS. TF ANY MATERIALS, EQUIPMENT OR BOTH, <br /> ,INDICATED <br /> OTED0N THE DRAWINGS OR USTALLED SPECIFIED BY <br /> THE SPECFIICATTIIONSHEY WILL DE SO 36 NOT USED. O_ � 0 0 <br /> ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 37 PROVIDE EXIT DOOR WITH EMERGENCY ALARM SYSTEM. "SILENT WATCHMAN" tD <br /> ❑3 . . 'k.0 <br /> DRAWINGS, SHALL BE BROUGHT, TO THE IMMEDIATE ATTENTION OF THE ARCHITECT ALARM SYSTEM SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. (10 O a) ('r, <br /> BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. ANY WORK INSTALLED IN 38 NEW (4) 10,000 GALLON FIBERGLASS UNDERGROUND STORAGE TANKS �»p U " <br /> CONFLOT' WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE INCLUDING PRODUCT AND VENT LINES PER GONGS. TKi-1 THRU TK4-3. y„S„ ro CD <br /> CONTRACTOR AT HIS/HER OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR d-+ <br /> 42 MONUMENT SIGN �+RCHfTECT, , ; + � - 39 NEW ARCO FIXTURE L.S.I. HIGH LEVEL APPROACH LIGHT AS MANUFACTURED <br /> VE PLA THAN SIGN CAN BY LIGHTING SYSTEM INCORPORATED. FIXTURE SHALI. HAVE 400 WATT <br /> BE PLACED W /IN PUBLIC CONTRACTOR ACKNOWLEDGES TFL\I 11 . 1615 INFORMED HIM ELF FULLY REGARCINC e <br /> S- REQUIREMENTS OF FRAWINGS, SPECIFIC,,TICNS, & REGULATIONS PERTAINING TO SUPER METAL HALIDE (7E:TICAL) l..'�MP. SEE DV/G. SS1 L <br /> UTILITY EASEMENT) 'EE ` U <br /> THE PROTECT. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY, AND WHAT IS 01 <br /> 1 <br /> SHEET MM178-1 & 2 •f0 VEHICULAR EXITS ACCESS MUST 8E PROVIDED AND MAINT,tINED P <br /> CALLED FOR BY ONE IS AS DINDING AS IF CALLED FOR BY ALL. VISIT SITE OF / c ,..�, <br /> _ P L - y WORK, COMPARE REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS AND BECOME SERVICEABLE THROUGHOUT CONSTRUCTION. Cum <br /> 10' PUBLIC UTILITY - <br /> 20'-0' Sd'-0' d'-0' - - - FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH WORK OF CONTRACT IS TO BE <br /> EASEMENT PERFORMED,'INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR 41J NOT USED <br /> rw149.00' iSg 33' 13-E .�-„w ... y� ,.BOUT SITE. <br /> 42 BUILDING ADDRESS NUMBERS TO BE PROVIDED IN THE FRONT OF ALL <br /> A6"0" PLANTER % 0/ '� L 'Sr� O L5� PROTECTION OF ADJACENT BUILDINGS AND PROPERTY: EXERCISE ALL REQUIRED BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTING <br /> PRECAUTIONS NECESSARY TO•PROTECT ALL BUILDINGS AND OTHER CONSTRUCTIONS THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. V t3T <br /> ON PROPERTY'ADJACENT 'TO THAT OF "THE WORK OF THIS CONTRACT. CONTRACTORt <br /> -OT o 4ti 1 aTJ9• SHALL BE RESPONSIBLE 'POR, AND PAY FOR, ALL DAMAGES TO SUCH ADJACENT43 PROVIDE KNOX' SOX. CONTACT FIRE MARSHALL FOR LOCATION AND TYPE. <br /> BUILDINGS AND CONSTRUCTION ON ACCOUNT OF OPERATIONS UNDER THE CONTRACT, ��t A CU - <br /> ��5. I I ❑6 THE ARCHITECT SHALL NOT HAVE-CONTROL -OR CHARGE OF, AND SHALL NOT BE AY�J' <br /> - 37 RESPONSIBLE FOR, THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES W <br /> \ I I OF CONSTRUCTION, FABRICATION, PROCUREMENT, SHIPMENT, DELIVERY, OR 0 <br /> a b <br /> ? INSTALLATION, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH _ ■ <br /> - - - - T='-- CONCRETE CURB _ THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, �, <br /> Y' w SEE CIVIL DWGS. / .1` SUPPLIERS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE : <br /> FAILURE OF ANY OF THEM TO CARRY OUT THE WORK OR TO MEET THEIR SCHEDULES LEGEND (1) <br /> I — 10' PUBLIC UTILITY FOR DELIVERY OR COMPLETION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. <br /> rn : I 0 EASEMENT \ I U CV <br /> n +I ❑ ' ALL PHASES OF THE WOR”' HALL CONFORM TO THE LATEST EDITION OF THE (0 <br /> a I BUILDING CODE WHICH IS CURRENTLY IN FORCE, OR THE PLANS AND r••'•� <br /> PROPOSED S 3 SPECIFICATIONS, WHICHEVER IS THE MOST STRINGENT. `✓ <br /> JOINT <br /> o NEW 32005 1 I > - © WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY CONTROL °Vph� L <br /> o N ' I y I ' ( REMOVE SHED I DISCREPANCIES ARISE THE ARCHITECT IS TO BE NOTIFIED PRIOR TO THE USED TO CONTROL DIFFERENTIAL MOVEMENT IN THE PLANE OFA <br /> ampm FACILITY VEHICLE OVERHANG o F SLAB CAUSED BY DRYING, SHRINKAGE AND THERMAL CHANGES. REF. co <br /> o I <br /> OCCUPANCY M COMMENCEMENT OF WORK OR CLARIFICATION. DWG. 9/ASI-3 ✓,y' <br /> CONSTRUCTION TYPE: V ' I K <br /> m • I 3,254 SQ. FT. '� ❑9 ALL DIMENSIONS INDICATED ON ARCHITECTURAL PLANS ARE TO FACE-OF-STUD OR <br /> n I ONE STORY II I '� ACCESSIBILITY SIGN - 1 FACE-OF-CONCRETE UNLESS NOTED OTHERWISE. <br /> z <br /> r•,• <br /> (TYP. 0 EA. DRIVEWAY o I ISOLATION JOINT <br /> _ 10 ''' CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING <br /> APPROACH) SEE NOTE 116, u I AGENCIES AND AS NOTED IN SPECIFICATIONS. WORKER AND PEDESTRIAN PROTECTION USED TO SOVTE FIXED OBJECTS ABUTTING OR WITHIN THE YARD. <br /> ! W I' /Ji ` SHEET ASI-2. '(I,E. BUILDINGS, COLUMNS) REF. DWG. 6/AS1-3 "p CCS <br /> _J . .._�. SHALL BE PROVIDED AND MAINTAINED BY THE GENERAL CONTRACTOR. O;1 <br /> a // / _A EXISTING STREET LIGHTING: ti rn t ii NO TRENCHES DEEPER THAN 5'-0" IN WHICH A PERSON IS TO DESCEND SHALL BE ---- - -- ryA+ <br /> REMOVE A/C PAVING \ - - - •- �/' ' r ALLOWED WITHOUT"THE'CONTRACTOR' OBTAINING A PERMIT FROM OSHA. CON.4 UCTION ,JOINT �• <br /> AND GRAVEL - - - - - SEE ACCESSIBILITY NOTE4 zI USED WHERE THE CONCRETING OPERATION IS CONCLUDED FOR THE <br /> r� SHEET ASI-2 I z 12 CONTRACTOR AND ALL SUBCpNTRACTORS ARE TO HOLD HARMLESS THE ARCHITECT, Q_ <br /> 0 I ENGINEERS, AND OWNER OF ALL.IAWSUITS AND CLAIMS WHICH ARISE FROM WORK DAY. REF. DWG. 5/AS1 -3 <br /> 0 10 INTERNALLY ILLUMINATED INATED <br /> PERFORMED BY OR MATERIALS SUPPLIED BY THE CONTRACTOR AND THE <br /> h I ,( / K, ASI - FASCIA 35 u SUBCONTRACTORS. C(f <br /> o CONCRETE DRNE SLAB, APPLY CONCRETE SEALER <br /> I 13 PROVIDE A PROJECT SECURITY PROGRAVTO PROTECT WORK, MATERIAL AND - <br /> 4" WIDE WHITE PAVING - A ,6" THICK CONCRETE, 3,000 PSI, SEALER SHALL BE ASHFORD <br /> crGIp PING - TYP. - 1 +- z EQUIPMENT FROM THEFT AND VANDALISM. CONTRACTOR IS RESPONSIBLE FOR FORMULA MANUFACTURED BY CURECRETE CHEMICAL CO." APPLY <br /> RAMP, SEE DETAIL 5 - REPLACING ANY STOLEN OR VANDALIZED WORK, MATERIAL, AND EQUIPMENT, AT PER MANUFACTURES RECOMMENDATIONS. <br /> o ON SHEET ASI-4. w NO ADDITIONAL COST 'LTO OWNER, UNTIL COMPLETED PROJECT IS ACCEPTED r-���+---111 <br /> (3) PROPANE6' CON TANKS I nl � I BY OWNER. RF dFORCEDT'A,NICSLAB <br /> WITH 6' CONCRETE " I6'-D' S' (I" 14'-d' INTERNALLY ILLUMINATED Pf10POSED w LJ 0-NC's . <br /> SLAB REINFORCED "* / - % 24 HOURS" SIGN - 'rt v 6" THICK MIN ) }DGO PSI, WITH A'4 POE-BAR Id 18 0 ^ 1 - hEN <br /> 14 CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY ANDi <br /> WITH #4 e➢ 18" O.C. \ TfP. OF 2 NI 92' x 32' CANOPY - ❑ SLAB TO 8 AND PROVIDE (2) ADDTIOr,AL ((4 REBAR (TOP AN) ( w <br /> ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, AND PLUMBING (TO INCLUDE .� <br /> EACH WAY - PROVIDE h v 0 + I n, c BOTTOM WITH " i'OiER) AROUND EACH IA 11. PENETR.?T.ON PFS. ipl w + i <br /> �p d CONSTRUCT S r�.� ALL RPING, DUCTWORK AND . OP[Q�71T,y_AfIU '.1, T REQU R,D CLEAR.eNC ES FOR - U Tj rr <br /> `"Y tad" HOC) GUAi': �—� f`� 20 NUPYvt� CONSTRUCTION Pr P[ a -N ViN'S'TATLITION AND MNNYENAN�E �O F ABOVE MENTIONED EQUIPMENT ARE PROVIDED. ., ASHFORD �owerA >k.ALER. <br /> POSTS 48" OC. (TYP. � � OKFR <br /> L-y-___. P A. SPLA - _ <br /> OF S - ��_� S9� ''0 1 0" 30 0' s/ 0" 50 0 4 0' t0-0" 5E CK ' 2.944 50. FT L _. a-r <br /> \ w — `r - JJ `I- _ - - - T - -i f / / / R REPLACED <br /> SFiALLALL EBEOCONSTRUCTED SQS EPERPAYINC, ..CURBS GUTTERS, SIDEWAunS AND DRIVEWArS <br /> „ ,v\ I I�1 M DISPENSERS w� -7 GOVERNING <br /> AG OOCUMELESS - THE REQUIREMENTS AND TSAR N OF THE LOCAL •— j <br /> - - -_ - - - - - - �, y - oOVERNING AGENCY UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED IN ^ `� p <br /> CONC. BLOCK - + NTSL <br /> W 12 N022t-ES I l;�l•TE DATA: <br /> A' V •4 <br /> TRASH ENCLOSURE L^\ I ! t i t ' 1 I SI E'e O '�16 ALL EARTHWORK OPERATIONS At ortING, BUT NOT LIMITED TO, CLEARING AND GRUBBING, _ <br /> W/ 6' HIGH WALLS q i 6" PVC, 'SCH. 80 �- +IN IERNALL'r UM. +P- n, (� SUBGRADF PREPARATION, STRUciURAL AND TRENCH EXCAVATION AND BACKFILL - —✓ <br /> SEE DETAIL i ,� ( I ( STORM DRAIN �SPANOREL 33 - ' ',� i I I - AND F'IACE:MEi#T AND COMPACTION OF I"ILL, SHALL BE PERFORMED IN ACCORDANCE WITH <br /> ON SHEET AS1-4, 1,__ " -` 1`--'-""' ''- ` - �" THE RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PREPARED BY NEIL 0, <br /> 10'-0' ar <br /> I I I ANDERSON & ASSOC. WATER SERVICE: PROVIDED BY COUNTY P , 1 <br /> HI-RISE SIGN 37"-O"x 1b 4 CANOPY COLUMNS W U __- r k, <br /> ( I - /-/ \S I tj I - SERVICE AREA 31 C �"�7 <br /> 120'-0" HIGH BY - ' I s / / T'q p p t •� 1'7 CONTRACTOR SHALL PROVIDE PROTECTIVE MEASURES AND TEMPORARY DRAINAGE AND <br /> - ) I / / YS 1 tJ Y - - -�p J 52 ,� PROPERTIES FROM STORM WATERS L`i' (b <br /> OTHERS I / // I I i3 Ol DESILTING, FACILITIES TO PROTECT ADJOINING <br /> :. \ / ` . U^�� s - - �. F STORM DRAINAGE: PROVIDED BY COUNTY a� <br /> / - ,T - I -- SERVICE AREA 31 <br /> I-S-- 18 <br /> REMOVE REMOVE HOUSE NEW FIRE HYDRANT <br /> THE CONIRACTOR IS RESPONSIBLE FOR PRGTECTING ALL UNDERGROUND UTILITIES <br /> __. ---" " -- - AND/OR STRUCTURES SHOWN AND ANY OTFER UTILITIES OIt STRUCTURES NOT OF SITE AREA: 45,8.").0 SQ. FT. <br /> - n\ I`. : <br /> IRRIGATION DITCH 5'-0" FAIN. -p' TANK FILLS . t - b: I RECORD OR NOT SHOWN ON THESE PUNS. LANDSCAPE PROVIDED: 7,650,4 S0, FT. C <br /> ��- ,r .. .�� T ' ` - n SEI NOTES SLOPE <br /> N CIVIL OC1 G. LL BE PERFORMED IN THE BEST POSSIBLE MANNER <br /> LANDSCAPE PROVIDED: 16.7% t <br /> -18-P - A ---,-.( • , I P-,P A T OVER AGGREGATE �` I I 8" PVC'COORD NSCH OATE D. LINE <br /> rLLINE I 29 ALL-FINISH MATER <br /> IAL EBE WORKMEN <br /> PROTECTEDTRAINED <br /> TIMESTIMESTHEIR <br /> AGAI <br /> NST CS 1VE IBSEQl1ENT PARKING PROVIDED. 14 <br /> 7 BY <br /> VEHICLE OVERHANG - I-� / .r �^ -^^�. . , F— PARKING REQUIRE <br /> REINFORCED CONC. - .V 1 ' 0 1 A 0 E E \ Lj 2� I <br /> C o ; y.. .-�.. ,.. _.r BA'_E MAIERIAL - 5EE t I I WIH PRODUCT PIPING AND DAMAGE, UN',L FINAL ACCFPTANC'E BY TIE OWNER. <br /> TANK SLAP - '_ r-_—_— i:IVIL DWG. C-2. x ELECTRICAL CONDUITS. <br /> y ;o I - 21 THE ABSENCE OF A DETAIL, DESCRIBING A PARTICULAR METHOD OF CONSTRUCTION ✓. <br /> AIR AND WATER a '1 `O .•r I'� \ ` DRAIN INLET I SHALL IMPLY THAT THE CONTRACTOR SHALL CONSTRUCT SAID DETAIL IN COMPLIANCE ,"G► <br /> DISPENSER 30I w +\ 1 REMOVE GARAGE ' I WITH INDUSTRY..STANDARDS- FOR THE TYPE OF CONSTRUCTION OF THE BUILDING. VICINITY MAP - <br /> ._;.w \ \ 22 THE CONTRACTOR SHALL 'PROVIDE ALL' NECESSARY BLOCKING, BACKING, FRAMING <br /> VENT RISERS - SEE - `? 20' SETBACK LINE / - - <br /> TANK SINGS. ( °i , ENVIRONMENTAL HEALTH DIVISION SIANGERS OR OTHER SUPPORT, FOR ALL-BUILDING EQUIPMENT AND ACCESSORIES <br /> UTILITY EASEMENTS / a 304 E.Weber Ave.Third Floor 1 - SHOWN ON PIANS, REGARDLESS 'OF WHOM SUPPLIES SAID EQUIPMENT OR <br /> ` P. O. Box 388, Stockton CA 95201-0388 ACCESSORY,UNLESS NOTED OTHERWISE <br /> PROPOSED < 12•' STORA{ DRAIN / s Approved,. r <br /> (2) <br /> PROPOSED <br /> GALLON T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Denied ❑ -,p 23 VEHICULAR ACCESS MUST- BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT STATE Hlr HWAY 1 2 <br /> .. .(2) 20, <br /> UNDERGROUND ( T l� - '- c Conditions ISAL . acv L! r�i1 �yvvs CONSTRUCTION. - _ <br /> 10" WATER LINE w o {x, q��,� ----r,- {� _ <br /> STORAGE TANKS 38 ( S.Q.M.H., "` � Ahy,%ort CeC— a e v�" - ITE FLAG CITY <br /> ❑ i 24 CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND INFORMING HIMSELF FULLY OF <br /> SD.M.H, at, AF-. (o ' b t,"��R.iz.� ,. THE SOILS AND FOUNDATION REPORT PREPARED BY NEIL O. ANDERSON & ASSOCIATES. 9OULEVAR.D •v <br /> �L.Z y r a! Ori <br /> Zi T FIRE HOSE; CONNECTION — D Cd <br /> I'#LQEG 1'YLtYwa'}�uivx�nf' la-0n - 25 PROVIDE A PORTABLE- FIRE"E'xTINCCJtSHER WITH A RATING OF NOT LESS THAN 2-A AS IL <br /> IL (2) 6" GUARD POSTS, \ - C/3 �''OC�2 lye �t�:4,-die o3jp 111 AS SHOWN ON FLOOf? PL.AN.,AND/OR AS REQUIRED AND DIRECFD Br THE FIRE <br /> SEE DETAIL I , SHEET HIGH LEVEL YARD LIGHT \ �y- -Tpm // DEPARTMENT FIRE INSPECTOR. WITHIN SALES AREA, FIRE EXTINGUISHER SHALL BE <br /> AS1-3. �: TYP. OF 7 - SEE SSH i _ IO'rl�� ' Y G�%" y�-�'`v `"'"/"d RECESSED INTO WALLS. <br /> �y CCIyCLG yytGti �L S'Ct•.t Cetr II }p.. <br /> \ 'I L - PLANTER l'N.4 lu JlNG`(' - �+ C7� O E <br /> -P.L P 170.00 N89' 36' 211V T(AS SHOWN ON FlNAL PARCEL MAP IN ROCE55) / 26 EVERY E%IT -0008 SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF �. <br /> KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL <br /> BE OF AN APPROVED TYPE, <br /> o C-6, <br /> - PAINT CURB RED (NO PARKING) - 2'-6' 5'-6" +�' - .� <br /> 40'-0' (REDWOOD HEADER FOR 20' TO EACH SLUE OF HOSE 27 ALL TRADES, SHALL AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION cn <br /> 35'-0" ( ) // / 1 OF"WASTE MATERIAL OR RUBBISH CAUSED BY THEIR WORK. PROVIDE CLEAN-UP ,C`, �TU <br /> CONNECTION 30'-D' NTS AND DISPOSE OF ALL DEBRIS, FOR A NEAT AND CLEAN JOB SITE CONDITION ' I-Q /)7 ! 4•" Q) <br /> H REMOVE HOUSE / THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. AT THE COMPLETION OF THE '9D - . .� •..� <br /> WORK, LEAVE THE PAVEMENT AREA IN. A BROOM CLEAN CONDITION WITH NO STAINS. '•' u@ C7 (u ,Y -C <br /> C` ri• w 28 THE TYPE OF DISPENSERS AND SELF SERVE-SYSTEM TO BE INSTALLED WILL BE -- R 7 I W QS Q <br /> 997 U7:�' <br /> 10,000 GAL. ABOVE GROUND SiA'•IONAR! HAF' SHOWN 'ON THE DWG.. AND TO BE ELECTRONIC MPD LIGHT r� I � r RQ'A D' J <br /> SAN - DW^.^>5. - _ _ 1 Ia ' _,. • +LFA <br /> REMOVE NL IN ACCORDANCE WIT)+ T <br /> DISPENSERS. SEE TANK ENVIH �,-nVl <br /> ._. PFPP1l1 I - appr. <br /> STATIC WATER SUPPL( TANK AS REQUIRED 09 CONTRACTOR i0 PROVIDE AND INSTALL NEW PUBLIC ADDRESS (P.A.) <br /> BY SAN JOAQUIN COUNTY FIRE DEPT G / ) 'TALK A-PHONE COMPANY" SYSTEM, MODEL NO. KLMS WITH SPEAKER NO. rC20. <br /> (BY OTHERS) / , f/� SEE CANOPY DW" FOR SPEAKER LOCYTIONS (TYR OF 6) 0 EACH CANOPY - - <br /> REMOVE EXISTING WELLS ARC08RonUCff'B C0 . . l 30 NEW FREE-STANDINI. ,;11 AND WATER UNIT DISPENSER 'WITH COMPRESSOR. DATE R E V I S 1 0 N S date drawn by t <br /> S11-r- PLAN <br /> SI A N 2,2 NATE� LE DWG 6S1 - I IN TALL BUMPER POS? AS SHOWN � 17)'03/96 HI-RISE 9,N RELOCATED - ADDED PROPANE tANK 05/01/96 EM A <br /> S !_HIV BTOCWXN, CA. 98203 -' /4 CAPPED LUNDUIFS TO POWER CENTER WITH FISH WIRE FOR L` - ------"-- - " <br /> Loll NEW I :. •S) t� �US/24/37 REVISED UNDERGROUND TANKS projeot / lacility <br /> SCALE: ) ' _0'-0" dpi �'tlJ.ZreJ T411�� �o C,-J ;Sc1/ 15u+ND ' A110 Rr ADF^S RUN CONDI,IL, TO J+.INCTION BOX IN THE BUILDING. ��^^�, ^ y , <br /> CA�Ai/G/a. �1, . NOT ;Itf:ll S,.e6./��\JtJ <br /> sheet ) file <br /> � r���� / <br /> AS1-1 <br /> ��.w.-a,- -----' - - - t...-.._,....<"w.. .,......-..... .,.,r,«..•,....m..........._.. www...w,.w <br /> of <br />