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HomeMy WebLinkAbout1852-S e tric NOTE: EXISTING STRIPING SHOWN PER CITY OF RANCHO CUCAMONGA DWG. No. 1468—S, SHEET 14 OF 18. �. 4.3m 3.7m a (14') (12') h Z S6 L --_ - —� 0 077 S14 E Q^ w wm Z (26.501 # w N Z �— O °p H o O O m S13LO o N v N ' S9 `O L---- E o a M.0 N ^E + ^ S1 a -. I M Or 11 + (EXISTING G77} o °0 m II m N S23 m °+ Q + n S6 m "vi a am S1 S21 S15 R-26 SIGN + Z S4 .�En ON POST777FS6 S15 0 Q S1 0,N r 3.048 - - - -- -- .. o (10') +4.267m o S3 3 (14') S9 S4 i JOIN EXIST. SOLID E \ a n S1 E S22 S1 o r S2 N S1 o N I 3. 9m m n EXISTING EDGE LINE v o �n �- I ��SENGX29.5;�� S9 WHITE UNE LINE �; o -. ,; �• ■ NN. �� .' S3 (12 TO REMAIN. S9 ..+ , ,,, m iv ,n a n O E 43.8m (143.6') —■ E Q m v 3 658mC4� NGTH=25 3m EXISTING A.C. BERM S . . E S 1 1 (t 2) ^ _ ^ _ ...w., ..r- N.v.. sve�-+SR a-r.ae� ♦ sues-v.,F gnM'p. 516 v $g 3 658m 3(658) N (t2') io 12' 4.267m } 14' EXISTING LANE LINES 1 v JOIN EXISTING STRIPING S2 Q �� S2 LE S2 Y S3 ( ) AT P.L PROD _ _ � 3.658m 3.658m S7 N { S1 (12') n + - - - - - - - - i - - - Y - - - - - - _ _ ., 3.65 _. _. ) - --r - - w R89 39 10 W (12') 2.44mt(8't) T - n Sl ) m 1©. N ' J e J FOOTHfLL ..., (ROUTE 6 6) ROULEVARfl � � o ���� 8 1 sla REPAINT EXISTING STRIPING AS NEEDED (TYP.) Z -4 SO I TO THE SATISFACTION OF THE INSPECTOR Ln P0 �-. Ac ` ,4' 401• ► b4 - - � - - ..-_. _ 1 3.353Fh T-o _ _ _ — _ (11,> 3.353m 7 - - CONSTRUCTION NOTES: S1REMOVE INTERFERING PORTIONS OF EXISTING STRIPING / MARKINGS BY WET SANDBLASTING. &__ APPLY WHITE LANE LINES PER CALTRANS STD. PLAN R.S.P. A20A, DETAIL 12. S3 APPLY WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. S4 APPLY TURN ARROW LEGEND PER CALTRANS STD. PLAN A24A TYPE IV(L) OR (R) SEE PLAN FOR DIRECTION. S6 REMOVE EXISTING SIGN PER STREET IMPROVEMENT PLAN AND RELOCATE AS SHOWN HERE-ON, SEE PLAN FOR TYPE. S7 APPLY "SIGNAL AHEAD" LEGEND PER CALTRANS STD. PLAN A24D, LOCATED 152.400m (500') FROM CROSSWALK OR LIMIT LINE, S9 APPLY 200mm (8") SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. S11 REMOVE EXISTING TYPE 'A' MARKER ("LANE LINE EXTENSION THROUGH INTERSECTIONS") REPLACE PER CALTRANS STD. PLAN A20D, SPACING TO MATCH EXISTING UNLESS OTHERWISE DIRECTED BY STATE OR CITY INSPECTOR. S1 INSTALL R-26S "NO STOPPING" SIGN ON POST, UNLESS NOTED ON ST. LIGHT STD. S13 INSTALL R1 "STOP" SIGN ON POST. &_ 14 INSTALL R17B "NO LEFT TURN" SIGN ON POST. S15 INSTALL R18-1 "RIGHT LANE MUST TURN RIGHT" SIGN ON POST. S16 INSTALL R10-RT "ONE WAY" SIGN ON POST. S18 INSTALL FLEXABLE "TYPE K" MARKER. S19 APPLY 100mm (4") SOLID WHITE LANE LINE PER CALTRANS STANDARD PLANS. &__ APPLY 200mm (8") WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 37. S21 APPLY 100mm (4") SOLID YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. e &_ 22 APPLY 150mm (6") SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. CITY DESCRIPTION OF REVISION DATE APPROVED S23 INSTALL R81 "BIKE LANE" SIGN WITH R81 A "BEGIN" SIGN ON POST. S24 INSTALL R81 "BIKE LANE" SIGN WITH R81B "END" SIGN ON POST. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD DAN SIGNING / STRIPING PLANS GUERRA & FROM 5.6m REST OF THE WESTERY P.L. to 5.6m EAST OF THE EASTERLY P.L. QR FESSioH ASSOCIATES APPROVED BY: DATE C�F� Fy CML ENGINEERS • LAND SURVEYORS CITY ENGINEER S R.C.E. No. 24953 10271-8 TRADEMARK STREET DESIGN / RECOMMENDED RANCHO CUCAMONGA,CA 91790 cr 7i (909)9874" D GA 6r R.C.E. 29224 DCM Cjl4e_e? i DRAWN srgr clvl� ���P DGA ~� & AssOcicife-s sxE3 of 5 METRIC f OF C�0 DAmW E CW — SCALE= 1:500 - RC. EXP.0931 CHECKED DRAWING No. CML ENGINEERS • LAND SURVEYORS CITY I SS z-S CONSTRUCTION NOTES a1 — Existing CALTRANS Model 170 controller assembly in Model 332 cabinet. NOTE: ❑2 — Existing TYPE III-BF Service Equipment Enclosure with one 50A-P circuit ALL SECTIONS 12" breaker for metered signals, two 30A-IP circuit breakers for unmetered -- 53 ------------- ---- lighting and one 15A-IPcircuit breaker for metered I.I.S.N.S. --- I NOTE: �3 — Remove and salvage existing TYPE 1-A pole and equipment. Remove existing MAINTENANCE & o Q ALL SECTIONS 12" PHASE DIAGRAM foundation and anchor bolts. Backfill existing hole with compacted Class II CONSTRUCTION o 1 aggregate base material. N I EASEMENT � � Y F41 — Install salvaged TYPE 1-A pole and equipment on new foundation and anchor O bolts at location shown on the plan. 0 0 ; MCRM BEART � 01 02 03 ¢4 Q — Remove and salvage existing TYPE 19-4-129 pole and equipment. Remove //�� G (y) existing foundation and anchor bolts. Backfill existing hole with compacted W E CHMCH CE I OLA Class II Aggregate Base. I Y a I OLB Install new TYPE 24 4 129 pole (see POLE AND EQUIPMENT SCHEDULED on —� a new foundation and anchor bolts with new signal most arm. Relocate ?; ;; I E1•----� salvaged luminaire most arm, vehicle signal heads and mountings, ppedestrian S signor head and mounting, luminaire, street name sign, EVP and R73-6 sign SCALE 1:200 METRIC from above existing salvaged pole and equipment. I Q — Remove and salvage existingg TYPE 26-4-129 pole and equipment. Remove II I existing foundation and ancFlor bolts. Backfill existing hole with compacted ;; I Class II aggregate base material. _ Not Used Not Used -- a DETAIL "A" DETAIL "B" ® — Install new TYPE 61-5-129 pole (see POLE AND EQUIPMENT SCHEDULE) on o " 15 �6 �7 18 a new foundation and anchor bolts complete with new signal most arm and r Z new luminaire most arm, vehicle signal heads, pedestrian signal head, 7 *17U ' SIGNAL DISPLAYS luminaire. Relocate salvaged illuminated street name sign, EVP and R73-5 Q ' sign from above existing salvaged pole. Install R96 & R96B signs. _ I w W Q — Replace existing R49 sign on signal pole with R96 & R96B signs. Lowest sign shall clear f9h1-A grade by 2.1m. 404 10 — Abandon all 01 and 06 loop detectors on Foothill Boulevard and all 04 loop L' ? '4 U - - I G 3 detectors at Church entrance. Install all new Type E loop detectors as 6 --- shown on the plan. 3 C r- - r-- -1 ` 11 — Remove all existing conductors and DLC's from existing conduit runs. Install _ _ ' I ` all new signal cables and DLC's per the CONDUCTOR SCHEDULE on Sheet 1 ' , I 5 4 53 C, 6 DLC 41 C, 4 DLC 41 C, 3 DLC of 2. _ _ _ I H C 7 i. ==== �, ----,,, DETAIL "A" R W R W R/W __ __ J_ J _J____ _________ --------------------- E /` } - a y' DETAIL "B" r`" � -'-------'------------- ------ ------ ' ---------------------- - - - - --------- 06 & OLA ; r. - ' - _________________________ _____________________ _ _ ___ _ __________ _ _-----------_------------------------------------ ----------------- __ ______ ----------- ----- _ ____ __________ _________ _____ ___ _________ __________ __________ __________ __________ __.______' ' ' i______._______ _ E� _________ __________ __ ___ ___ _ _ _________ ____ _____ ___ ______ _____ _________ ____ _ -_ __ _ --- _-- ._____- __________ _________ _____ _____ 11 __ _ __ ______ _ __ __ __________ __________ __________ _ ________ __ ___ ___ ____ _________ ____ _____ ___ ______ ._____ _________ __ -------- . _ ______ 8 DETAIL " 4 " ;' 4 I 6J3L 1 ------------------- W ------------------ -------------------W---------------- ----- W - ------------------------------------------ - VAI •------------ ; ------------------- �- W -- --------------------------------------------- W - --' -------- -- �+- - - --- ---------------- X11/ ------------------------------------- ----------- ---------------¢-- --- -------------- ---------------'-- W --- --------------- E 3 II E E &G -) ---- ----- G ------------------ ------------------ G --------------- -0a �n ----------------------- -------------------------- G -----------A--;-------------------------------- =_= G --------------------------------------------- ----- G --- ----------------------------- --; ----- `�� 3 - - - - ----- G ---- - -- - --- --------------;r z- - ------------ ----- ------; - ;�2t----- ►� o? ; ;; 4U 6,13L ; 6 1 1 �---�---- --------- ' r. '� 1 I , \ I -------- -� N -------- -------- ----- ------- ----+a 06 -----i 11�- f ' \�-+-- - -------------------------------------------- ------ - N ---- ------- i ------- 1 - I I 1 1 ---------- 1 l ----------------------------------------- E ° ;I �; -r 1 11 r , \ E r , 25m TO 6,13E 6J 2U N EXISTING ' ° ' I � 6 4U�\ � LIMIT LIN LIMIT LINEL J \ L J �* /RAISED MEDIAN 00 01 &06 EVP ;; 4 J ; II J "' _ i J L ----- - --------- -----T- ---- ------------------------------------------------- --------------- ----------------------------------------- (6 II 4 ;: l; 1 1 .... ........ ..... . ----------------------------------------- L� -- 1 22m -aT .......................: ; �' �� ;-- \�\ r- - -------------------- -ter —1 -- .....•..............-�1♦ rl 11 ' 9m 01 r---� E r---� 1 r---� r-- ---Fli` -X. R73-5 ;; I), ' I \ 111 L DEACT. ; DEACT. ; 1 1 �3n4 `v �` ° J i !L J L J -- ---------M--- - --- - ------------------------------------- L -- I I I 1 1 i „ 01 ;: I I \ i V ------------ -------------- --------- ----_- - _ - ;' -,MI - l _ ----------------_-------- - ---- _ 1 1 1 __ __________________________________________�___________________ - __-__1__1____f- i',';; O II____, . 1 1 I 1 _9M 021 TF UxrAD r---� E 5,11L r---� 1 I r---� r--+i ° f; I I (OI 1 1 1 1 1 1 I `, I ;1 ° EX. R73 .� 111 U 1 —moi I/L ' I .rl- L J L J L J I I I I i �'� ° -------------- 5,19U '� ---J ' ' L---� r --riJ 1 1 1 ----- ----- --------------------------------------------------------\-- 1 1 1 ---�---------1----'i, ° \ - ---- - ------ , , 125m 0 I 1 EX. �2&05;;EVP ;:"{- 212U ' I r---� E ,r---� 1 r-- E LIMIT LINE 62.5m 0 � ________ --------- 212 , , EXISTING 213L I 1 214L, : 11 L--'�, ' __ I LIMIT LINE `° 1 0 ;; RAISED MEDIAN ----- ----- ' �---`-' �-------- " 2;'•'' f{'•T''{----- ------------------------------------------------- --------- - -------- ---_----- _________ -_------ _____________________________________________________________ ' _____ i , \ 1 11 1 , 212L L---� I 213E ; I o rn 2141 I; 3m- ; I ?; ;; -------- -------- N1 , 1, ',,I�I 11 ;; 11 4 E E 1 1 L----1 j r W M \ 1' i j L----{ I I' --rr ° i i ;; i M M --------- ---_---_ �1 r 02:' ,1 II --------- II -------' ------ ---- -------------------------- f----�'- r -- +----- „ 0 2 }-_--- ------------------------------------------------- 2'13U -----------------------------------------------• --------- - -------- --------- --- - - -- r � CV I I I it r � I � I r � r 1 1 I 1 I I E \ 1 11 a 1 I 1 1 2 3 U I I I 11 I I I ,11 I III 1 I ' -------------------------- ------------------------------------- ----- ----- ------------------ ------------------ ------------------ ------------------- L 1d�,1-------------- 2f3�:;-, W ,I I W �s- W �i-�} , �+-�3�-- fel VII - I - W ,°------------------------------------------- ; W--�----- ----------------- W E W W I L---�1; r<i �\ L---�� ; ��--� ° EXIST. TYPE III PEC ' ; 5 I 11 � ----- ----- ----------------------------------------------------------------------- ---- �- / (POLE MOUNTED) - - ' C-- ' :\\\\\ 1` I 1 �- .` j// i''I ° 02 & OLBi i -------- & .� 1 ,• 111/ i ,; & 0 L s�1 �� -- -- ° ° Ptd_,= 1------ ----- /W i\� R/W R/W a - _ - -- - i_��_ n n - \ >a_ - - I 1 _--1 I � � ., .� DETAIL B �---�I ----- ---- ' ----- -----------r_ ------------------------------- ------- , 6 R R W ---- -- <- -- <-----_ moi- / D 1 \ -- - ---M t- ---- / �` A R/W EX. 53 C & SIC EX. 53 C, 3 DLC EX. 53 C, 4 DLC ' - --- 4 4 TO I-15 RAMP & 1 SIC & 1 SIC X rz 04 ��I �� EX. SCE HANDHOLE r=--� "i' 6 (SERVICE POINT) v,'/'' •'�'� ----------- r _ s--''�--- _t'----_i--, I,' I ' I I 1 2 = ': �'- - L- ; EX. 78 C 3 6 SERVICE EX. 53 C & SIC GENERAL NOTES 1 `�' - ___ - - '' ,L: - 3 t\ // # (SERVICE)1 ,- { ----}___-; �___-1- �`, ` - TO ETIWANDA AVE. PERMIT NO. 08-01-8-MC-0482 -- --- _-- 08—SBd-68-9.844 9 %4---� _� ,` 1 1l EX. 78 C, 3 6 SERVICE) 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Specifications �' ___ _ _—_ -_-�_ ; I B , 2 10 LIGHTING dated July 1999 and Standard Plans dated July 1999, as shown on the plans and in I 6 I �J-"? Y ! I I�I '6 �" ) ♦ 2 12 I.I.S.N. the Special Provisions. � > I I '"' ' 1 5 14 P.E.C.) L-ii-J 21 Locate all substructures prior to construction. Hand dig foundations until clear of 31 8 T T obstructions. Coordinate pole installations with overhead utility or substructrure CRI' owners. Phone Underground Service Alert and concerned utility companies 48 hours - .- N0. DESCRIPTION OF REVISION DATE �" prior to construction. Location of utilities and substructures have been shown from -�� CITY OF RANCHO a search of available records. The Contractor shall conduct his operation in such a C 0 C U C A M O N G A , i h i I I i I I, 1 _ I Ilk manner as to protect not only the utilities and substructures shown, but other utilities I, ' L_ _J, ; L_ J; or substructures that are not shown on these plans. I I 31 Obtain approval for exact equipment, crosswalk and limit line locations prior to final Q r . } TRAFFIC SIGNAL PLAN placement. Perform preliminary striping layout prior to loop detector layout. p e tr►c Z FOOTHILL BOULEVARD (S.R. 66) 41 New loop detectors shall be 1.8m diameter (TYPE E). Center loops in the travelled portion of the lane, except as shown. �- II ; L_ X ; � ; 3190 315U AT SACRED HEART CHURCH ENTRANCE AND 51 Vehicle indications shall be 300mm, pullboxes No. 5 and conduit 53mm rigid metal ---- ------------ ---- - ---y--------L------- ----J FOOTHILL MARKETPLACE MAIN ENTRANCE I except as shown. 1 I 61 Salvaged poles and equipment shall be inspected by the State Representative. The I ( I I II I I) I QROFESS/ APPROVED BY: a R.C.E. 24953 RECOMMENDED A State Representative will determine If salvaged poles and equipment will be delivered p A to CALTRANS yard or become the property of the Contractor. �����, S E�S� CITY ENGINEER �� t ' L • ,������ ATEA FOOTHUL T�IA� 3�``' DESIGN LAWRENCE S. EISENHART SUBSECTION SHEET 0 7, Salvaged poles and equipment shall be delivered to Electrical Services, 175 Cluster Q •, Street, San Bernardino, CA 92404. Contact Superintendant Richard Adams at (909) J No. 13493 L.S.E. CONSULTING ENGINEER 1 OF 2 DIAL 388-7094 for details. 1 TWO WORK Exp. 3-31-05 * DRAWN 2070 Locust Court PROJECT SHEET BEFORE DAYS BEFORE 404 w YOU DIG YOU DIG sl4� cjvj\ �� L.S.E. ( 09) 864-5406 Fax:°(909)2864-5047 `f � Tel: 9 TOLL FREE 1-800-227-2600 � CALF CHECKED � v' ,�? � DRAWING N0. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY LAWRENCE S. EISENHART R.C.E. 13493 DATE G1 - 14a CABLE, CONDUCTOR AND CONDUIT SCHEDULE POLE AND EQUIPMENT SCHEDULE SIGNAL STANDARD SIGNAL MOUNTING PED PUSH A.W.G. SIZE POLE OR CONDUIT RUN NUMBER POLE I I BUTTONS HPS 1.1.3.N.S. OR Q Q Q Q Q Ae 7QQNO' DESCRIPTION SIGNAL LUMINAIRE POLE MAST ARM POLE ARROW LUMINAIRE LEGEND CABLE SIZE CIRCUIT 1 2 3 4 5 7 8 9 MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN !a FOR POLE A 1 1 ;A .' 29-5-129 16.8m 4.6m SV-1 -T 3-MAS SP-1 -CS 8 20OW Marketplace -► FOR POLE BOB 1 1 ;B; 1A-3m - - TV-2-T(N) - SP-1 -CS 2 —o - - FOR POLE C 1 1 1 %C % 24-4-129 10.7m 4.6m SV-1 -T(N) 2-MAS - 2 f 20OW Foothill BLVD 12600 FOR POLE D 1 1 1 1 ; DI 15 - - TV-2-T - SP-1 -CS - - - �" - 12 _ CONDUCTOR FOR POLE E 1 1 1 1 1 1 E 61 -5-129(N) 18.2m(N) 4.6m(N) SV-1 -T(N) 2-MASP-1 -CS(N) - 20OW(R) Sacred Heart PI-►(N) FOR POLE F 1 1 1 1 1 F 1A-3m(R) - - TV-2-T(N) - - 6 -� - - FOR POLE OG 1 1 1 1 G 24-4-129(N) 10.7m 2.4m(R) SV-1 -T(R) 1 -MAS(R) SP-1 -CS(R) 6 �— 20OW(R) Foothill 12 LVD (R) FOR POLE H 1 1 1 H 1 15(R) - - TV-2-T(N) - SP-1 -CS(R) 8 - - SIGNAL TOTALS 1 2 3 4 5 8 3 2 1 �X; INDICATES EXISTING POLE & EQUIPMENT TO REMAIN. (N) = NEW POLE AND/OR EQUIPMENT. CABLES FOR POLE A 1 1 ( ) INDICATES NEW OR RELOCATED POLE & EQUIPMENT. (R) = RELOCATED POLE AND/OR EQUIPMENT. FOR POLE B 1 1 NOTE: REMOVE ALL EXISTING PEDESTRIAN PUSH BUTTONS. INSTALL NEW PEDESTRIAN PUSH BUTTONS THAT MEET A.D.A. STANDARDS. FOR POLE C 1 1 1 FOR POLE D 1 1 1 1 3 CONDUCTOR FOR POLE E 1 1 1 1 1 1 FOR POLE F 1 1 1 1 1 FOR POLE G 1 1 1 1 FOR POLE H 1 1 1 TOTALS 1 2 1 3 4 5 8 3 2 1 #12 I.I.S.N.S. 2 2 2 2 2 - 2 2 2 SIGNS #10 ROADWAY 2 2 2 2 2 - 2 2 2 LIGHTING SIGNAL CABLE USE SCHEDULE #8 BARE COPPER 1 1 1 1 1 2 1 1 1 NUMBER OF CABLE GROUND CONDUCTOR I I CABLE TYPES AND USES CONDUCTORS USED EVP CABLE 1 1 2 2 3 4 1 1 FOR EACH POLE CABLE CONDUCTOR CABLE USE SIC CABLE 2 1 1 1 SIZE SIZE (�) ( B OC O OE OF GO I18 0 1 DETECTOR 1 2 2 1 2 1 01 3 3 0 2 DETECTOR 1 1 7 7 1 7 7 02 3 3 DETECTOR 0 3 DETECTOR 1 1 6 1 020LB 2 2 LEAD-IN 0 4 DETECTOR 5 5 5 5 1 5 VEHICLE 03 3 1 3 3 CABLE 0 5 DETECTOR 2 2 2 2 SIGNALS 04 3 3 3 0 6 DETECTOR 7 7 7 1 #14 A.W.G. 05 3 3 TOTALS - 5 5 14 1 14 29 1 9 9 9 12 06 3 3 (N) (N) (N) (N) (N) (E) (E) (E) (E) CONDUCTOR 060LA 2 2 CONDUIT SIZE (mm) 53 78 91 78 91 78 78 78 53 PEDESTRIAN 02 2 2 78 91 1 78 78 78 53 03 2 2 * signal SIGNALS 06 2 2 Signal Cable (12 CONDUCTOR) shall be run up to the terminal compartment of each A. standard. Strip the cable at this point. The unused conductors shall have the ends 12 W.G. COMMON 1 1 1 1 1 1 1 1 insulated at the terminal compartment. TOTAL �E) = Existing conduit CONDUCTORS 11 9 5 11 11 7 7 11 N) = New conduit USED PEDESTRIAN 02PPB 1 1 #14 A.W.G. PUSH 06PPB 1 1 3 BUTTONS 03PPB 1 1 CONDUCTOR 12 A.W.G. COMMON 1 1 1 1 1 1 TOTAL CONDUCTORS 2 2 2 2 2 2 USED PERMIT NO. 08-Of-8-MC-0482 08-SBd-68-9.844 NO. DESCRIPTION OF REVISION DATE CITY ACCEPTED CITY OF RANCHO CUCAMONGA ELECTRICAL DETAIL SUMMARY FOOTHILL BOULEVARD (S.R. 66) AT SACRED HEART CHURCH ENTRANCE AND FOOTHILL MARKETPLACE MAIN ENTRANCE oQRpFESS/p�,,- APPROVED BY: R.C.E. 24953 RECOMMENDED S. E ( CITY ENGINEER L i LtI�� . �k L LLL DATE�1 Ino C� DESIGN SUBSECTION SHEET W Q LAWRENCE S. EISENHART Y L.S.E. 2 2 NO. 13493 CONSULTING ENGINEER of 4t Exp. 3-31-05 * DRAWN 2070 Locust Court PROJECT SHEET etricSon Bernardino, California92404 s L.S.E. 5 CIV1�- Tel: (909) 864-5406 Fax: (909) 864-5047 of ��OF CA1 \\ CHECKED t �f DRAWING N0. NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY YYRENCE S. O� 14 E , ' � 1 I � 5 z-5 0' 14b