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HomeMy WebLinkAbout1118-L Ile _J ~ ♦ J -\X 1 i " � \ \\K \ \ \� \ � // \ ti's y �\� � \\� �\ \ `\� ��\ � 1 \ Vv Ak � G o 'All , er osi • A a 3�N115 `� .5 d rte\` o0 00 MONUMl-N-r WAU Lx..�j1ONoill No r ojl�000 e5 C,� 60 'L ., - '_�;.•'�d• r.Al rt t•.l' t- �f,•. tF- �a ��. ._ # fir►- y '.r• -.1' y..t• ; r .• �'� - - .. . ..:t• - •. s• . sl ' • e - 4' tP �"i{rr" '•.# t>�?y rr✓;•, +." A * •� wti: ',a ,} A t. i ,.a .' 'f a �`a-.'i ^ 1 ';.x ,"1''„ '•'f �i r1 ' .' - ,1R '�S-� ,�, ,: .. , . ,. ..i i. x, _ • 1 . _ _ , �i . 'V • rr rr rr. ...�. --.■.■ rr W.0 .0.0 �� • •, .. •. •-- •�Jv 'J ��L'Z•a���`�s �_a►_+L_ `�..�__� `� -a....�'a.—�`L,._.�` �—T--�,\S_ .-_--.._`s .��_.. ',•.��r.'._V` t� .—. _ — — ------ ---��—_--• • • —• —�---�'_—.—'.'— _�— �_-- r— -- i , 1 001 1 r (10 ' m X � V k x `�� 0 � – --_.�.--- - — - --- --- -------- – �� ------------ _ BAWdi/ lei � ------------_-- --_------ - ---- -------- - --- k- -- ---------- --• ---- --------- — � - -----____+�_._— –.- ,1 • .1 w� i r r ---- ---- - kJ 0 - existing landscaping to rwwk7 1 1 1 1 1 1 V v Baseline _-- . 1 N i LEGEND - - - NOTES i 1 ' I . The Contractor shall remove all organlo and inorganic materials over i+�N 2" in diameter (except as noted) from the site. Contractor shall • remove all debris to an apprpved, licensed landfill . �1 f Pri Debris shall include but not be limited to; rootballs, branches, 1 and concrete, etc. Prior to installing new concrete, Contractor shall prepare bed as noted ' and subgrade shall be compacted to 909: relative compaction. y�,�, j 2. Contractor shall take all precautionary measures to protect in place, 1 • r. r��+��•��/i'7Nr�i �� � Ir F-'�`� I all items which are to remain. Contractor shall replace any and all 1 ; w items designated to remain but damaged by the Contractor or his subs 1•�TE � q-WH , Mr'►'� �� OG• I � at no expense to the City. �-/ W T�v ��l,G�'�t,IN 1 1�� 3. The Contractor shall ascertain the location of all existing utilities GV I 6F r'q' C both abova and/or below grade prior to doing any work and take all • - ---- �' - precautionary measures to prevent damage or interference. ,.• � 4. All items not designated for removal shall be assumed to remain and shall — _- O • nr� ��InW -P rtM�N be protected in place. ' • _ �N�: !�°� �i� � I►� �t�� W � UMITW Td' S. Contractor shall notify the City Engineer at least 48 hours prior to start �Pi�'�'� - r ►• jr UTIUT f row, ffer?flTW1!JT1UTf of work.�, 6. The Contractor shall be responsible for obtaining all Oermits and licenses . (�L� Ns 774-777 — and payment of all fees required prior to start of work. 1 7. Traffic and safetycontrol shall be maintained b the Contractor in - -- ,----------- -- -- - - - - -- C� "LP IH �1 li accordance to thestandardsof the State of California Manual of Traffic Control", 1984, and all revisions thereto. Traffic control and safety ��^�• Wfcontrol devices shall be placed and maintained to the satisfaction of � f/ (/L1< the City engineer. No such devices shall be removed and relocated without 2t37 CN�t. - ------ - the approval of the City engineer and shall be performed under his supervision. Lands•a Architecture g p N v ' I° I n� _ . All repairs and clean-up shall be completed to the satisfaction of ti-e ? (D- City engineer. 9, See other sheets for additional notes and information. - - � f i� 't2t31 �p � No 465 West Ora 1 Are, Sta 274 LP�6WF i Anaheim Cali anis P28Q2 (714) 971-9051 III 8 - L r ar-s _ I 10, J -- --- ---- ---- - - - -- - ----- - ---- - -- ----- -- _-- -- - - -- - - -- - - - ---- - ------------ -- - --- ------- _ _ - - X I I FLU �, r — i c 0 i i v c L- ......... ttt f ftttfftffff: f� :, ttt=ter r� t ,�.� rl . . - ffffffffffftffffi`fffTfT � !lt �f�` 14 CU -- ---- ---- — — ---- _ — —7— --- KA LIA LA, MMM�� �����������r���� �rraa.r� �aaea .auaaar�ar� r �:�raae�auw�t yap aaa� LA a acaaeacc ams�a�.aae:�ar �:aarua e �:a�aa�sa� �ra — a�r�r�rar�a�aaar �araar�ararasa :a g"4 04 `0 (91 70 drl l� :DG^,gyp 61 Fp-OM ''� WAS. a ^moi NV112� , t ------------- �✓ _v - -- - w .��� 1—. QO_,�-- — _ \ � __� - i• 1. rLi ; _ Oxistoing landscaping aping to to lIa i � 1 ! 1Y4 • t � fib 'Ile �° VD V�`� �� 1� `0 Baine rbad - -- - - - - - - -- - -- - - - - - - --- -- - _ - - - ----- - --} - --- - -- --- -------- -- -- - - --- --- - I VOTES- j I LEGEND T • r - psi rad Kpra 1 . Irrigation system is strictly dtagrammallc and therefor Contractor must make 1 r } full model artjustments in the field to insure adeyuaLe coverage. Rainbird 2400std standard shrub spray 30 14' 1 .0-4.0 2. Locate all irrigation equipment in planting areas where possible. Rainbird 1806-B15series, 6"pop-up shrub spray 30 14' 1 .0-4.0 i, lrrig,itioi+ systen+ to conform to state and local curies. p Rainbird 1806-MPR 15SST, pop-up strip spray 30 6'x29' 1 .29 4. l'.O.C._Puint of (;unnec.tiun. See plans for further information and P.O.C. t loc,�tion ler irri alien mainline. �� lJ Rainbird 1806-MPR 15EST, pop-up strip spray 30 6'x13' .65 5, All PVC pipe under paving shall be Class 315 PVC pipe. Rainbird 1300AF, full circular bubbler 30 5' 1 1-7 6, Automatic controller location to be verified by the City engineers Rainbird 100FFA-CP-PRS, 1" pressure regulating control valve* 7. Irrigation system design is based on a maximum demand of:j0.Vgpm from a 2" Rainbird 125 FFA-CF-PRS, 11" pressure regulating control valve* P.O.C. with a minimum 75 psi static pressure at the source. Source to be 2" meters. Lr1'� ( �tif' ,nCwt- - -----_- _ --_----- * 8. (',)nl ractor must coordinate sleeve instal lat ion across existing paving operation ® Rainbird 150 FFA-CP-PRS, 1+}�� pressure regulating control valve with dernolltion contractor and general cunstructioi+ contractor. All trenching and operations ions shill be dune to the satisfaction of the laity engineer. ' Q K.+inbi ► d U('A 150, Ij" double check backflow prevention device t�atr hink Pt' H '). At no t ime shat I existing power and water service be disrupted fur more than Gate valve, Nibco or equal ( line size) l: hours. ( AL 1A'AA V N - ® Kainhird 311)KC, 3/4" quick coupler Rainbird Automatic Controller, ped mount in lockable Box-see plans _ ° ) _ KGEN� 2Z�y7 �rhedule 40 f'Vl; (nun-pressure) pipe . tiizeu unless: otherwise indi( ated G� �`�' ` CAI1; OMMMMCldss '315 PVC (pressure) mainline pipe. 5i7r1 a" unless otherwise indicated p S'chedtile 40 PVC pipe s!eeve for mainline and wiring-sized as required 5` j'r��' * set out low i�res-,ure at 30 psi initi,+ll � and adjust in-field as required to insue ure adequ<+,Le � vr.ige - s '� °�` LandsasGa Archit®clws e or=s wv ria,h 466 WeV Orarr94 Ar°o. S(& 274 LP bWF Anaheim, California 92802, (714) 071-9061 I 1 - -- + , \ i. _ rv... ,.• , , . / •.� 4 - , •'.• .It 7. / . d Z r',j ' /.� e►" 4'•' • IF r TV- 17)000 JJ aD C G PC J C*4 ,9,r-0, Baseline Roach -t'X- - - - - - -- - - - ---- - - -- -- - - - '` - --- -- - - - - - - - - --------- -- -- ---� ---=-- - -- ---- ------ -- --- --- --- -- 4 -ter "1 ��.� --_.� F� r .�• -- - - - r w .�.r r r _ - - - \ -- existing landstcapIng to remain - r ec 0N4 BaselineRoad -------- -- --- ---------------- -----}--- - r TREE L IST LEGEND - ly - r -J-I-`— —v(-I---- ---- ---- ------------- — -- - �a Nla Mrrsua *L's oW' 1 . e.. 1rf!tw4, r�1. `•r_er c-uM r INtr;Al -- "'U 1 ca< IN CW Poor cq*t Nrrki5 > i'i!. ON +NFA-T -- ' SHRUB LIST NOTES - �� �'� � 1 . Plant quantities shown in lists are only an aid and shall be verified - ---- --- � ----_by the Contractor prior to bid submission. 1`PP i -4— � 2. All planting areas shalt receive ground cover. GIT'( r'�`�� '`�`'•—� �� s ���---' 2-4 I 14 �`P u� t�Ir1NU�- Wf-�IT �- ( q` _ . _ . _. _._- -----------___--- ------------' "---- 3. Contractor shall provide bid allowance (estimate appears in bid set) ---- ----`- -- " - �oZIot�« •P� _ �T �N!? Contractor shall place boulders in accordance to the plans and specifications ( p p and as located in the field by the City engineer or his authorized representative. S' ►'�!' �L✓' 4. All trees shown on plan are spaced appruximately.20'-25' o.c . with a --- - - - - �• ✓ 1 ( � �•��.,A ,��,i (�� � ?137 Call _ __ _ __ ___ __ _ _.•. ._._.___.____.______._______ _-._ ._ ____ __ ___ ..---_- -.--------------- - ---- — minimum clearance of 6' . Contractor shall verify minimum clearance with IN(�hN '��� - . - ------- ---"--- N j Lan Scape Architec(u e governing utility agency prior to planting operation and adjust accordingly. 2ao 6,AL-LER� ia 5. See other sheets for additional information. Dap4llNfs NA E3 172 cf�l�. 485 West Oran9 wood Ave. Ste. 274 _ - - - Anaheim, California 92802 (7 t 1) 971.5051 r * ! I 1 'f I i I j 1 1 , 1 I Cxt(, ry ; nt(J��'� (�� Al�� r 1' /y'T} r� �j. ' jr f �U Li �..� V `, �,f f+ /�� +V'i 4 - 4' l+ Tf ��i11 ` l 1� '` L,'{'/ = '•,L)��'. '`•.r- rrJ✓N� rt{: L,«, + L nrJ r.f ��• CaL J J + �1 �. t_ +'A t, •r} It y `� Leif 6�/) CUT OFF TOP SECTION OF STAKE �— DAMAGED BY HAMMERING �`� + '• a- + `l h '� "' )� =s;' (!� ------ /-- TREE TRUNK PLASTIC OR RUBBER HOSE h .;� rp r`- .•` . ,/.� T,/'✓tTr t ^ `��./� r.. _t �!i 1 i SNUG AROUND TR" ELECTRICAL AEU TO BE -- - r NOTES: j PROvE)EO BY DEVELOPLA BURY A MINIMUM OF 1/3 DEPTH OF BOULDER SIZE 16" V IT TWIST BRACE, FLANGES NAILED TO '-- ��, TREE (tifUL71-77[INKJ wNTRACTUgoTo CABLE CLAMPS -- --- i EN0.05UHEMiEHs1pMLUQ.Fy WITH MOUNTING BASE INSTALL AS STAKES OR POLES WITH GALV. ROOFING NAILS BOULDER SHALL 8E GREY, HOUNDED, RIVER BOULDER. r— 1/8' CABLE I j I� ROOT BALL SCARRED OH BROKEN BOULDERS SHALL NOT BE PERMI TED. PER ION MANUFACTURE"RECTI uE?H �--- (2) 2' BY 2' BY 10'-0' REDWOOD STAKES TUHNLfUCKLES TO EQUALIZE AND FINISH GRADE PLACE PER PLAN AND LANDSCAPE ARCHITECT'S DIR CTION 41 ELECTRICALCOH,,TOSOUK49 OR LODGEPINE POLE MAINTAIN TAUTTO BE PROVIDED BY OCVyLDFiA • I IIESS OF Rwrut TYPE CONTROL-WIE - LER MOUNTED WSIDe ConcHtTIFOOTING_r+sTALL a• r'T _ `�� I ''� � L,- 'x� ENCLOSURE YIN.ABOVE FINISH GRADE ANO DEEP ROOT OR EQUAL CONTROL PLANTER WATER BASIN r SLOrt CONCRETt AT 2%TO DRAIN � CONTROL WWV E TO EACH R C. . o 1 WHERE REQUIRED OR APPROVED ' - 1 • , ' EQUAL _ TSE p2,i Ce ,e1XJT CgNTA/N,E� TO No. 10 GALVANIZED — r <-,cr'�.� �� h^---- n,\ `_ r I , I ��J LOOM ON *IRC GTOALL .C.V'S — -LOW F1/v15N GRADE WIRE _ / � .-- 1' BY 3' CROSS TIE of REDWOOD DEADMEN 2' BY 4' --� ,r• �`� ___Z= `� I T 1 r til BY 24 DRIVEN 2'•0 INTO THE I GROUND OR GALV. STEEL SPIKES (/^}} s , . / _ •V 1 __- { FINISH FINISH GRADE GRADE ' f ' BACKFILL MIX -_= t . •-% w( , dRASS NIPPLE (TYP.) 4 PLACES GALE VALVE I 4 ` DOUBLE CHECK VALVE I - ELBOW (BRASS) CATS VALVE � � � - � y BRASS NIPPLE OR TEST COCK (TYP.) A O 'ER PWE 4 PLACES PRESSURE SUPPLY ` • �''y,� ,fir' ' s - -4 t.. - X4,1 ,; - \ LINE • DISCHARGE ROUND. F`LAS C 80X AIl� COVER -=r _ - - - - - - - -- --- -- ---- - - ------- n- - ---- ----- --- --- - --- ---- - ---- - - STRAINf R ' . COVER MARKED : IRRIGATION '` " �` + - 12'-3" `•+ ~ 140 METH MONEL �'. 1 G:r. CGA7 x k � x � � . - ( n,t n,t I +lh FINISH GRADy a7- - 9,f LA AN ARL-A 5 PV: SCH. 40 • FINISH GRADE, CITY LOW r ,HALE ADAPTOR � � �-- I • I 1 '� K :c h , SHRUB AREAS 10"X 15"Illg11 N' , -,y � •_ j j• Y; ' '.. _ i ( A (CAST BRASS j 6RASS ELBOW BRASS NIPPLE , r-- wt co4*>ER PIPS _ 4 ,* REVEAL, LE ITERS 8 CITY - L•'' „�'•! '�`a' \ RELIEF PORT + r�' LOGO 1013E FAIWED AND/OR WELCOME TO THE CITY OF _- - I % T'REATED AS THE CITY REQUIRES FINISH GRADE I �/ �� way A4"'kUCAMONGA 4" T � t , - BRASS ELBOW 3 / ! URE SUPPLY LINE SRANC G X91 r - ' I PRESS - . T�1' � I-g� _'T•�t;>- / (SEF SYL-05.) I PRESSURE SUPPLY LINE INTAKE _ ' .�✓ ' G� PEA GRAVEL � � © � > •�. 4 <''' .• �- ' + . �� (MIN. 2 CLL FT) `r ! 00 NOTE 011'_ GATE VALVE l•,• ' C. 1'. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12FR �d WALLS, ; �i[/�)/� _ E/�_�\ L t \ - .t �' Jc/ � �• l�" .�.R..�f�'Y ti •- ^ � BUILDINGS, ET::. �' ''< � • � �c- PVC MALE ADAPTOR • 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE (1 ' ::OAT RED LEAD PRIMER AND ONE (1) COAT PAINT AS SELECT S'!' ' I , ARCHITEc T CCfVCRETE FOOTING I00 3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC., TEST COS.'CS ARE •'��t'ts`��r.; . ., `� I r . TO BE ON OUTSIDE ,♦ - -- - -- - - - - - - - A DOUBLE CHECK VALVE TYPICAL GATS" VALVE ASSEMBLY__ 0 ---- - ---------- --- - - ---- -- -NO SCAIF ----- - -- --2 t/2' IN :II-E 00 SA"LL1Y NO SCALE NOTES: ' COLOR a TEXTURES TO 6E APPROVED BY THE CITY. t CONSULT WITH CITY OF RANCHO CUCAMONGA'S ENGINEERING DEPARTMENT FOR ADDITIONAL INFORMATION . ALL LETTERS SHALL BE HELVETICA MEDIUM. VENEER SHALL CONSIST OF NATIVE RUN RIVER ROCKS la" I NO IMITATION OR FABRICATED STONE. TO BE USED . WHITE SPECKLED GRANITE AND GREY GRANITE COBBLES + - A; 4"- 6" VENEERg" „ OF LOCAL COLOR AND MIXTURE SHALL 3E USED. t� t� 3�4 'a ME U G 1 13 ; 14 II4,16 114/t! Irk �d MINIMUM�IEARANCI (� COBBLES SHALL BE NATURALLY ROUNDED OR RIVER RUN 10 A(QU PER NEC 110 16 n) IRRIGATION ' C:ONTROLLER SERVICE 2 1 MIN ,CAt IAQft1 _ COBBLES SHALL RANGE FROM 2"TOO" IN MAXIMUM CIMENSION. 94 MAX ANO SACK a CLIP _ IMAY1NGnLA%t i - MORTAR SHALL BE UNCOLORED ( CONCRETE GREY ) ` . DESK IED TO SUPPLY I~AETERt D POWER A FOA 460V _- POLYURETHANE - CONFORMING TO STANDARD SPECIFICATION 201 .6 utility SEnvICESI 1 LETTERS PROCESSED - -. - AM ENCLOSE AN IRRIGATION CONTROLLER Section t � f 3 u _ `t CLASS D . ELECTRIC PRODUCTS INC. s.ction 9 4 /4 ,�• - t. IN A HEAVY GAUGE VANDAL RESISTANT ENCLOSURE THE MONUMENT SHALL BE FIELD CAST OF LIGHT WEIGHT CONCRETE W r 1 c".�'- . 0 .• + mai �� �,�� I !1 TAM ARO F ATURES i ` , tr _ IN CONFORMANCE TO STAN ARD SPECIFICATION D E ( ' 303-I CONCitIaTE STRUCTURES. ' r... a«. •'' 11 LIN `� ? ' ✓��• I a �. UTILITY LANDING LAGS ,t t _ tip ,,; T SIGN FACE SHALL 8E NATURAL CONCRETE 2. METER SOCKET 100 AMP RATED I f1 • '+♦ M ,r 1 '"� _ '`'' _ AND LETTEiR3 d BORDER SHALL BE PAINTED WITIi 3. UTILITY TEST SECTION - "•"«•► 1 MIN •` 'v Ij2 SIERRA GREEN ( BY AYERITON M 174 -A OR APPROVED EQUAL) 11 111 11 , , N - � ' " 3 t 4. 15A SERVICE DISCONNECT I C LOAD 24 MAX - CITY LOGO SHALL BE MADE OF SOLID BRASS CASTING 12 NOMINAL t0 5. G F I RECEPTACLEL �, `' 4 4 REBAR AT `���"CLIP - o o ' 0�' r.c M.W. (-UIIIIUII Nf 24 0 C• �t THICKNESS WITH RAISED FEATURES, A SHOP CRAW/NG OF Q� d• CONTROLLER MOUNTING AREA ' ° (D �'��"� a An( A + - THE CASTING SHALL 139 FAEPARED AND SUBMITTED TO THE 7. IN CONDUIT AREA Lino M 'v r` ENGINEER FOR AFFROVAL PRIOR TO CASTING. LINE o I , - 8. LOAD CONDUIT AREA 4� TO 6" VENEER a� i6ACONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND SPRINKLERS 9. LINE ACCESS COVER (REAR) T . ���� �M.•� ' • ' ' " " '' „„', , � .ti ,� y �• . ��� -SMOOTH TROWEL _ AT THE SITE FOR THE MONUMENT INSTALLATION '•• '• I11UN1 r I• �"COLD COIN GROUND COVER 013TURSED BY THE INSTALLATION SHALL I BE REPLACED . r,�;�• Z +' ( AP?!.1 1/4" R00FIN1 CEMENT) STANDARD VOLTAGE 12OV, 18,2W >`-r SHRUBS BLOCKING THE VIEW CR THE 3100 SHALL BE RELOCATED, 1 .:j / SPRINKLER SYSTEMS SHALL BE MODIFIED TO REDIRECT SPRAY AWAY ' Il1.CUMMI NUI ll ,11 1 f)MAtI Nl Il l l'.1111 _ - 1 SPECIFICATIONS 611011 Nn -,f' ; J -j • FROM THE MONUMENT AND A3 NEEDED TO REESTABLISH FULL ((1141UIN IllnnnNf.1 In � ?. ' :.� +. . '• CONCRETE 033 COVERAGE TO THE LANDSCAPING AROUND THE SIGN LOCATION. y' 1 H • 10 GAUGE ZINC COATED STEEL WIRING DIAGRAM FLOOR PLAfJ -r• THE MONUMENT LOCATION SHALL BE 3TAKED BY THE CITY F'RIOR CONSTRUCTION • ' ' _.. = =`- �� TO CONSTRUCTION Sample specification: MEUG-I-f1 _ �. �. �.. =. - .�.� . -.--.•�-w -"' t 1 • RAINPROOF TYPE 34 GASKETED O ENCLOSURE The electrical service and irrigation controller enclosure shall be 44 STEEL BAR : an integrated design in one complete free standing pedestal . The 24 " • ALL FACTORY WIRING IS COPPER service portion shall have utility termination, meter socket and fectory installed test blocks and shall comply With the requirements " • DETACHABLE PAD MOUNT 5118- of the serving utility. The controller mounting area shall have a ' EASE FOR FAST IMSTALLATIOM 15, or 20 ampere circuit breaker factory installed. There shall be LEFT SIDE VIEW SECTION A- A + ? provisions to connect a controller by code approved Wiring methods. Ulien required for ease of reading digital displays, the controller of • STANDARD FINISH tLIGHT GREEN shall be mounted With the front face angled upward. The pedostal BAKED ENAMEL OVER CORROSION shell be furnished as 'a complete unit and shall be MYERS Catalog RESISTANT ZINC CHROMATE MEUG-I-fT series. F---- W D _� PRIMER-EXCEEDS 250 HOURS SALT Enclosure shall be zinc coated steal, minimum 10 gauge thickness. -- - --- - -------- `� SPRAY ASTM 0-11? Cabinet shall bo , protected against corrosion in accordance With i------,�---Mf -Q--------D--Y--°-W"", - --t SEC IONYIEMU.L.50, Cabinets and Boxes, Section 13. Doors to be minimum 10 �- -.'�- --C---SU-- ---w fRONT VIEW- • PLYWOOD8ACK80AA0FOR gauge steel and shall have padlocking provisions. Door shall be �-= • EQUIPMENT MOUNTING gasketted on top and sides for spray resistance. All factory � ' _ + • installed components shall be U.L. listed. All factory installeds ADDITIONAL INFORMATION conductors ' shall be copper, size and type to conform to NEC and • ITt9 CATALOS 80, ENCLOSURE Slit 1RR141ATIOM COIRROL ARIA U.L . requir©manta. Enclosure shall be furnished With a detachable • FOUNUATION DETAILS SEE SHEET, sub-base designed to be encased in concrete. , Enclosure shall fasten -- _ . t. Ntu�•1-N11� Id.o II.o 41.0 I�.s LTA 13.o FO-161812018 AND 2418 ! to sub-bass With v diameter bolts. Mounting bolts shall not be ---- _-- -- - - - ___ visible outside the enclosure after installation on sub-base. -7 i8'1S? t. IrtUS-1-0044 W,O 11.0 446 tial 9.75 13.0 • TYPICAL WIRING DIA41AM AND � _ 3. stint-1-9444 M.0 11.0 490 11.E _11 9.is 13.0 FLOOR PLAN SEE REVERSE SIDE Enclosure finish shall consist of one coat zinc chromate primer end OF SHEET two costs baked enamel paint. Finish shall conform to California V 4. 9tu1•I-911s le �. Department of Transportation Specifications, Section 86--2, 16. Color S. NEUI• 1.9015 1.00 11.0 540 11,5 9.79 19.0 KCAUSEOFOUR DE61AETOCOKTINUOUSLY of paint shall be color number 14672 of Federal Specification 595x. --E=- 1. N[U 1-t-N N 6 t1.0 11.0 34.0 11.5 !.T3 11.0 IMPt10VE►ROOUCTS,DESIGNS rw0 SPEClf ICATIONs , - - _.-_ _- ARE SMEC?TO CHANGE WITHOUT NOTICE AND L lr:c15�/�>d ArCh WITHOUT ANY OOLIG.AT10N RELATOoG 70 6UCH1 ChANOtt+DETAIL1.0t6CAIFT+0w6,WO �r ILLV6TMTIONRE SAF011IWORI ATIONAL -'& 1130 S. Vail Ave., Montebello,CA 90640 (213) 724.0450 1"c/044 I Qj ' 1/-IltiUtll-i-:A-1011 PuFav ES ONLY. f IItY1.1-S-111 ,..__.. ----- - _- + � ��! �s �-1,�''11 I DRAY✓IN$ 440. t � a�tiSlWes1�Il��r,r�Ir�, ��b'OZe� �SIeI2��971.905 Ille-L • t ,