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HomeMy WebLinkAbout2157 " AIL AW AW Ift AM AW Am AV INNER "F RANk" . .rio CUCAMU�N "A RCMU & FIBER BACKBONE EXTENSIONS1 AND FOOTHIL �L BOULEVARD MEDIAN LIGHTING H U Aow'%k' A M rK= ANU U U U U1 . . 1 I HILLSI E I RD I z TLSO AVE I f I 24TH ST I CL a- SHEET INDEX BANY T I SUMMIT AV �� EMO ❑ Av 'AV 1F1 SECTION SHEET NO. DESCRIPTION z LA HIGHLAN E L n a 30 a 19TH S z > 3o w i 1 TITLE SHEU M CONSTRUCTION NOTES GENERAL NOTES W W -�' VICTORIA PARK L UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR/DEVELOPER 1.UNLESS OTHERWISE NOTED. ALL WORK SHALL BE DONE IN ACCORDANCE U W BASE LINE RD at SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA, WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, TYPICAL STREET SECTIONS etEDITION WITH ALL CURRENT SUPPLEMENTS, PUBLISHED BY a ICAL TRENCH DETAILS THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA J �� z G RGH T V � 0- IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA. AND APPROPRIATE STANDARD DRAWINGS. U FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK, 2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT I as a FOOTHILL BLVD ® HAVEN A AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. o'` FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT W ®1 F THILL BLV f. r ,:, 9Q9-477-274Q x401 Bss w RCMU ELECTRIC AND FIBER DESIGN w ' DEV N �= 3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY w ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS a I > > w RROW ROUTE Q' (_ 1. CONDUIT: IN ADVANCE AT 909-477-2740 x4018 } a z A MINIMUM COVER IN STREET OR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE. 1 soo C ER DR. Ln B. MINIMUM COVER ON PRIVATE PROPERTY 15 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE. 4.48-HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL I JEA w BNSF RR w THE UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN s;;i C. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS-100.1, 110 AND 120. AN INQUIRY IDENTIFICATION NUMBER. z = _ o 0. FOR THE TYPE OF CONDUIT FOR THIS JOB, SEE CITY SPECIFICATIONS. r 5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE ao ''' JERSEY a WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC EL E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS, o WORKS CONSTRUCTION. F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SIDE'S & ALL CAP LOCATIONS, > V) PER CITY SPECIFICATIONS. G. INSTALL PULL ROPE IN ALL. CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE QR POLYETHYLENE ROPE, BRAIDED 6,THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND _ __ . 4TH 5T� IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD w OR TWISTED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. r' %i H. ALL CONDUIT MUST BE MANORELLEO WITH A CITY APPROVED MANDRELL. 7, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL �.'�,-�;:" PROJECT SITE 2. CONDUIT RADIUS REQUIREMENTS: UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE VICINITY MAP A THE MINIMUM RADIUS FOR BENDS ARE: OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS 36" FOR CONDUITS 3" IN DIAMETER OR SMALLER IN CONNECTION WITH THE PROSECUTION OF THE WORK. NOT TO SCALE 48" FOR CONDUITS 4" AND 5" IN DIAMETER 60' FOR 6" DIAMETER CONDUIT B: THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE). UTILITY OWNERS: 3. EXCAVATION AND BACKFILL: A, WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF MICHAEL TENEYCK CITY CONDUIT OR STRUCTURES. CITY OF RANCHO CUCAMONGA B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), 10500 CIVIC CENTER DR CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. RANCHO CA 91729 909-477--274Q2740 x x40011 8 C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, LEGEND OF CONDUIT SYMBOLS AND/OR IMPORTED BACKFILL, WHEN REQUIRED. _ E. BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND PMH'S WITHIN ONE FOOT OF FINISHED GRADE, F. BACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME ELECTRIC SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS. G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT-BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT. NO. CONDUIT REQ'D.-- -41--SIZE OF CONDUIT NATIVE BACKFILL CAPABLE OF PASSING THROUGH A ONE-HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE". --*—LENGTH OF TRENCH IF EXISTING BACKFILL DOES NOT PASS THROUGH A 1/2" SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" DIAMETER ARE PERMITTED. H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. FIBER 4. PAVING; NO. CONDUIT RE01. -0--SIZE OF CONDUIT REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING -+ ---LENGTH OF TRENCH PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTIBLE TO CITY. 5. STRUCTURES: FULL ENCASEMENT IS REQUIRED FOR A ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS. ALL ELECTRIC CONDUIT B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, PER CITY INSPECTOR. C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT. SLURRY ENCASEMENT IS REQUIRED FOR D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL FIBER OPTIC CONDUIT E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. 6. RETAINING WALLS: WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 18 INCHES ABOVE THE STRUCTURE OR 24' ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES, REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS. 7. PERMITS: ALL PERMITS NECESSARY FOR EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR. 8. ACCESS: SAMPLE OF VENDORS: HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. CONCRETE PRODUCTS Precast concrete item complete with necking,cover,ond 9. SERVICES: inserts may be obtoin(d from any of the following A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS. approved manufacturers. B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES. 10. LOCATION: A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR CITY SHALL BE AS SHOWN ON THE WORKING DRAWING. NO DEVIATION FROM THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR. JENSEN PRECAST B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE 14221 San Bernardino Ave., Fontana, Calif. 92335 CONTRACTOR. Phone: 909 350-4111 11, CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION, WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS. UTILITY VAULT CO. m 10650 Hemlock Ave., Fontana, Calif. 92335 12. SURVEY: Phone: (909) 350-2675 SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., (909) 428-3700 NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE INSTALLATION. IN ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY INSPECTION BY AGENCY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS, 's 13. COORDINATION AND SUPERVISION: THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES. HE IS RESPONSIBLE FOR THE COST OF REPAIRS, RE- PLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS. 14. TELEPHONE AND OTHER UTILITY REQUIREMENTS; THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR THE TELEPHONE COMPANY AND/OR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED. 16. WARRANTY: CONTRACTOR EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S cli i UF RAIN'CHO CUCAMON"A OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH AGENCY REQUIREMENTS, THIS WARRANTY SHALL COMMENCE UPON RECEIPT 13Y CONTRACTOR OF CITY'S FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE CITY'S SATISFACTION PHASE 2: FOOTHILL BLVD & HAVEN AVE AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD. ELMHC A211D FIBEF"." OPTI('%; 17. INSPECTION: INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION SUKIKLICTURE PLIJAIN IS REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE:909-477-2740 X4018 BUTSKO 18. AS-BUILTS: .. CONTRACTOR RESPONSIBLE TO MAINTAIN AS-BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY. - i N I FOR THE CONTRACTOR ''''' UTILITY 1 G N INC* CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS BU LTS. ONE SET S 0 ECO AND THE SECOND SET IS FOR THE CITY INSPECTOR, APPROVED BY: . DATE. Underground Service Alert CITY ENGINEER RCE: 24953 Call: TOLL. FREE DESIGN PLAN PREPARED BY; REC MMENDED CB U DRAWN 10500 CIVIC CENTER DRIVE S E.1, 111100 z CB RANCHO CUCAMONGA, CA 91730 22- 4133 OF 15 CITY CHECKED R.G.E. NO DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG NODESCRIPTION OF REVISION DATE APPROVED: DATE 04 06ZO7 FILE NO 2157a TRENCH AND REPAIR PAVEMENT TRENCH AND REPAIR PAVEMENT PER CITY STANDARD 120 PER CITY STANDARD 120 TRACE WIRE a C.A.B. TRACE WIRE C.A.B. #10 SOLID 410 SOLID Co COPPER TRACE 3" WARNING TAPE COPPER TRACE 3" WARNING TAPE WIRE (GREEN WIRE (GREEN OR BARE) OR BARE) - i 3" 3" WEST EXIST EAST )KF.O. 4-4" CONDUITS 2.2 SACK CEMENT ENCASEMENT SACK CEMENT ENCASEMENT R/W POLE R/W RCMU 6" CONDUITS + + -{- INSTALL VARIES 3-1.25" INNERDUCT IN 5` BOTTOM 4" CONDUIT VARIES VARIES >K>KDUCT SPACING SYSTEM - DUCT SPACING SYSTEM - CARLON SNAP-LDC OR CARLON SNAP-LOG OR 55` APPROVED EQUAL APPROVED EQUAL VIKIMATIC X VIKIMATIC MULTI-CONDUIT SYSTEMS MULTI-CONDUIT SYSTEMS OR APPROVED EQUAL OR APPROVED EQUAL C�®F STREET TYPICAL FIBER OPTIC ONLY TRENCH TYPICAL RCMU ELECTRIC ONN C/L TRENCH ONLY TRE CH NO SCALE NO SCALE Y ICAL STREET S HAVEN AVENUE TA 23-4- 75 O STA 54+ 00 TRENCH AND REPAIR PAVEMENT PER CITY STANDARD 120 N. T. S. TRENCH AND REPAIR PAVEMENT PER CITY STANDARD 120 TRACE WIRE C.A.B, #10 S❑LID WEST EAST o COPPER TRACE 3" WARNING TAPE R/W R/W WIRE (GREEN OR BARE) 3" z TRACE WIRE o P a C.A.B..04 I VARIES #10 SOLID CD COPPER TRACE p 3" WARNING TAPE VARIES VARIES WIRE (GREEN )E X S F.O.i TUB-4" CONDUITS low 10` OR BARE) o 3" a, L k1l X DUCT SPACING SYSTEM - CARL❑N SNAP-LOC OR I + „ APPROVED EQUAL F.0. 4-4" CONDUITS + + VIKIMATIC p X 4-4" CONDUITS MULTI-CONDUIT SYSTEMS C/L TRENCH (�OF STREET X INSTALL -{- �} � Op MAIN LINE OR APPROVED EQUAL 3-1.25" INNERDUCT IN X INSTALL BOTTOM 4" CONDUIT + + 3-1,25" INNERDUCT IN +T E-N LURR-Y TYPICAL ECTI -I- + " 2.2 SACK CEMENT ENCASEMENT BOTTOM 4" CONDUIT RCMU 6 CONDUITS A V AVENUE _ � � )K� RCMU 6" CONDUITS STUB + ". STA 10 + 00 TO STA- _ 23+ 75 N. DUCT SPACING SYSTEM - CARLON SNAP-LOC OR X RCMU 6" CONDUITS APPROVED EQUAL MAIN LINE SOUTH NORTH VIKIMATICMULTI-C❑NDUIT SYSTEMS R/W R/W OR APPROVED EQUAL TYPICAL FIBER OPTIC/RCMU ELECTRIC TRENCH TYPICAL FIBER OPTIC/RCMU ELECTRIC TRENCH VARIES NO SCALE NO SCALE VARIES VARIES 3 7' ----------- q_OF STREET C/L TRENCH --Z'l TYPICAL STREET SE FOOTHILL ILL O UL, VA.RD TRENCH OFFSET FROM C/ N. T. S. Ea CITY OF RANCHO CUCAMONGA PHASE 2: FOOTHILL BLVD & HAVEN AVE ELECTRIC AND FIBER OPTIC SUBSTRUCTURE PLAN BUTSKO n mn / . $:•in4 \ 4: ill x Underground Service f APPROVED BY: DATE: CITY ENGINEER RCE: 24953 F>�F O R ro Call. TOLL FREE DESIGN PIAN PREPARED BY: RECO MENDE Z_\ CB D 1800-- DRAWN CO 10500 CIVIC CENTER DRIVE 1 11 2 RANCHO CUCAMONGA, CA 91730 s Eof 15 422-4133 CITY CHECKED R.C.E. No DRAWING No. TWO WORKING DAYS BEFORE YOU DIG NODESCRIPTION OF REVISION DATE APPROVED: DATE 04-Z O /O 7 FILE No 2157 i � I f - I 6 p I I � LL-1 I 14, EXIST FIBER VAULT 1005 c � 4`X6'6"X7' CONCRETE I g I Lj_1 0113- I � k ! 270' V0205 TO B0206 t 1/G 2 AL JCN t ' _ - _ t LLJ ( °°Ism.______.16+00 �» _ FOOTHILL BOULEVARD f V l"` 1_00 10+00 .4 / 3 1 18 44+ZIJ . � �>7 I 3 3 3 38,5' 3 3 j i I 6 W ES '> g w_ .. ----------- r p Q a N REMOVEL �m . EXIST FIBERV U LT ! RCE0205 NOTE= U f INSTALL 3-1.25' s n ' i c, k V0204 TO V0205 m �g ' WITH 4X6 6X7 CONCRETE g{ 5 x10 6x7 VAULT INNERDUCTS a IN 4 4 9 , 1 -1/c 1000 JCN-12KVGROUND ASSEMBLY HOOKS AND RACKS BOTTOM 4' CONDUIT 350' 4 6" 5— 600A ELBOW ! • V1009 TO V1010 1000' --; I 1 1 +25 V 1— 600A ELBOW /200A TAP v o T v 7 NOTE= -' ;' FIBER ULT 100 1— 200A D.B. ELBOW o2 s o 020 k 3-1/C 1000 JCN—'12KV INSTALL 3-1.25 $ " INNERDUCTS IN 4 4 -; 12' I 4X6 6X7 CONCRETE / I BOTTOM 4' CONDUIT 224 ; I i E V1004 TO V�t09 I ! 10= l �' 204 EXIST FIB V ULT /1003 !! E F5x10,6"CE x7' I d � � � P VAULT � 4'X6'6"X7' CONCRETE, g GROUND ASSEMBLY HOOKS AND RACKS t 6— 600A ELBOW I l I i 4 4 p (J) i 640' EX. V1002 TO EX. V1003 i NOTE= ` INSTALL 3-1.25' INNERDUCTS IN 4 4 BOTTOM 4 CONDUIT -t. V0203 TO V0204 , 3--1/G 1000 JCN--12KV I� I V1008 TO EX. V1004 � �y( �i; MATCHLINE I SEE SHEET 2 CITY OF RANCHO CUCAMONGA PHASE f 4 a , r ® FOOTHILL SCALE 1"= 40' ELECTRIC AND FIBER OPTICSUBSTRUCTURE PLAN BUTt ........... Underground Service I UTILITY� ,y oaLva*�a£� YORE rp APPROVED BY: DATE:41 G� Call: TOLL FREE CITY ENGINEER RCE: 24953 DESIGN PLAN PREPARED BY: RECOMMENDED 1 -800422-4133 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SFEET TWO WORKING DAYS BEFORE YOU DIG B 3 OF 15 CITY CHECKED R.C.E. NO DRAWING NO. NO. DESCRIPTION OF REVISION DATE APPROVED; DATE 04ZO 6Z07 FLEE NO 2157 f i L0 c f I 1� f } 1 I � Lij I � I c I- 0'")L L I , I 3f ...,..,w...._. i �_ ki t. "�..'"m--_».. 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I _ ._ E — __ _ _ j'¢ '�F0#- 4 g* 4 4 NOTE: ` 1 3' }- 4 6" 4 4 NOTE= cv c•l INSTALL 3-1.25 U Q ® 1025 350 INNERDUCTS IN • REF REF REF INSTALL 3-1,25 , 1 3 INNERDUCTS INE ; ; BOTTOM 4 CONDUIT V0207 TO V0209 V1010 TO REF V0205 T® 64206 V0205 TO V0207 V1009 TO BOTTOM 4 CONDUIT t i 3-1/C 1000 JCN-12KV V1011 V 1010 1/C 12 JCN 1 3' 3-1/C 1400 JCN-12KV � � V0207 TO 60208 RCE 10 � 207 1/C #2 JCN BURR TO PED 5'x10'6"x7' VAULT RCE 0200 3/C 2-1/0 & 1-#2 AL CLP GROUND ASSEMBLY HOOKS AND RACKS I 5- 600A ELBOW 4'x4' BURR ENCLOSURE 1- 600A ELBOW W/200A TAP 1- 50KVA 120-240/6.9KV SURD , 1- 200A D.B. ELBOW 1- 200A ELBOW FIBER VAULT 1010 4'x6'6"x7' CONCRETE f er d CITY OR RANCHO CUCAMUINGA PHASE 2: FOOTHILL BLVD & HAVEN AVE SCALE 1"= 40' ' ELECTRIC FIBER OPT SUBSTRUCTURE PLAN K 0 BUT ' UTILITY DESIGN, INC. 4;4 ti Underground ServiceAlert APPROVED BY , +' DATE: CITY ENGINEER RCE: 24953 QEF°R e rQ - DESIGN PLAN PREPARED BY: RECOMM LADED Call: TOLL FREE U � CB CITY OF RANCHO CUCAMONGA .... 1 -800DRAWN 10500 CIVIC CENTER DRIVE SHE !!!! RANCHO CUCAMONGA, CA 91730 422-4133 B 4 OF 15 CITY CHECKED R.C.E. NO DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG LA0. DESCRIPTION OF REVISION QATE APPRavED: .� DATE 0 4 O 6,Z0 7 FILE No 2157 I Ij t ^ I I � I i I 1 d ° I I_t_.1 (J� LLJ Li f 01") ( �("�{�?iXV� 1 4✓ _ "01 00THILL-B-0 AR i _')11. ,t k� 1 s' , " + CI�a C tJ Q 09 , 00 100 11+00 UU 111tt r— f'r.`"� /1 f:a..,Ft\`.' b'`•^�f'�y yP°l'•ry .._ a� ,v' ^.� a`�`"�/.•'f 4 ( �'+� `�4/'r"`, ''v^^`J •,(�' 7�" «'�' # °>�P—',' F"�".`.`-- t' "�.. �, ^'lv -m_.__�__ ..__�_______--�--�---_"^•___.,.... .__.� -- ,.,.,... ..,�..__...... t Vvp LLJ r 34 38.5' 3 4 a 1 ° { r ' �„.e i iii {.�..„ ---.....�................m�..�....,...�....�..--+.«...._,...._.,_....«_ ...,.�«.�.�,,....«......,..�....,...�«.«m..«...........__,. ........,...,.«.,...�....m....M......._._.W.�.e.......�..�....m........,..... » �.,.. ......W.« ....«.... ...s.... .« .. ..v..� ..m—.. v...... ,..,...vm � ».... e....«......m ...e.�.. .......,«. ��.._.._......__.. «_.........�«......_..._.... —.....„„m..,m.a � ^w.w.-�.—.mn+�, N �.. ,.....„..r '� + • Ln CNV_� 975° 1600' 1 <, + 4 6 4 4 NOTEi + 1 V1011 TO V1012 455' REF REF INSTALL 3-1,25' 00 V0209 T4 V0211 NOTE, I INNERDUCTS IN V0207 TO B0208 V020TO V0209 V1010 TO BOTTOM 4' CONDUIT 3-1/C taaa JCN-12KV 7 INSTALL 3-1,25" I INNERDUCTS IN 1/C 2 JCN 3-1/C 1000 JCN-12KV V1011 i [ ` BOTTOM 4' CONDUIT BURQ TO PSD ' FIBER VAULT 1011 3/c 2-1/0 1—#2 AL CLP � # � { a ° R i 1 {p 0 0 t 4'x6 6"x7' CONCRETE 5'x10'6"x7' VAULT C 20 ;, GROUND ASSEMBLY HOOKS AND RACKS k 6— 6o0A ELBOW I 4'x4' BURD ENCLOSURE €� 1— 50KVA/120-240/6.9KV B U RD 1— 200A ELBOW E r I { f f { t � s e f ° g w { CITY OF RANCHO CUCAMONGA PHASE 2: FOOTHILL BLVD & HAVEN AVE SCALE 9 1140' ELECTRIC AND FIBER OPTIC SUBSTRUCTURE PLAN KO B U T UTILITY DESIGN, INC. P APPROVED BY: DATE: ServiceUnderground I CITY ENGINEER , RCE: 24953 ORE rQG DESIGN PLAN PREPARED BY: RECO M 'ENDED Call: TOLL FREE BCITY OF RANCHO CUCAMONGA 1 10500 CIVIC CENTER DRIVE 1141 DRAWN RANCHO CUCAMONGA, CA 91730 SH 422-4133 1013 OF 15 CITY CHECKED R.C.E. NO DRAWING NO. NO. DESCRIPTION OF REVISION DATE : TWO WORKING DAYS BEFORE YOU DIG APPROVED: DATE 04Z 06 07 FILE NO 2157 f E II f Ln Lj Lj Ld Cn i l ! jj Lij Cn LijISS A 1R �r (1 O"�b1� __�_.� _ 1 }"$J, _ —� {1 Q" _ _ _ _ . __ _ __ — — {1 C f% � —____—__._ U F0 _ .v '� � �..,�-"�, tin s�fi�-*,� .,n, .�X a.J'.a �„R,1-q A.,4,� �. "^-t� wre"�'U ,�R-� ..�,h•h a n.,t n..� '`�M t��-t a. .AJ'"�r' '.v *.ram T e.nr�'-'ut °`�'l,t s.�..r'� ;��*,.;� _Y._�_..,_,._,.. --....._,._.� _.._�___�--�-- w..,..m.....�._. �,�. 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ELBOW 44' BURD ENCLOSURE 1- 200A ELBOW } CUCAA u"I'lY OF RANUO"'HO AMA 0 N G"A PHASE 2: FOOTHILL BLVD & HAVEN AVE 4. { R SCALE ?"= 40' ELEU1KIk`;' AND FIBER OPTIC SUBSTRUCTURE PLAN BUTSKO A �1TILITY DESIGN, APPROVED BY: DATE: I Underground Service lCITY ENGINEER RCE: 24953 DESIGN PIAN PREPARED BY: REC0 LADED q �o Call: TOLL FREE CB CITY OF RANCHO CUCAMONGA10500 CIVIC CENTER DRIVE 1"4 DRAWN RANCHO CUCAMONGA, CA 91730 SH 422-4133 CB 6 OF 15 CITY CHECKED R.C.E. NO DRAWING NO. N®. DESCRIPTION OF REVISION DATE . TWO WORKING DAYS BEFORE YOU DIG APPROVED: DATE 04 06/U7 FILE NO I i i 44 { E I I I I (-0 00 ? � P I i LLJ LLJ (J� Lj LLJ V) Lj I ff I c (,n Li . _ 0 6 _ � LIJ FOOTHILL � BOULEVARD Li w d " v •`-.._�-�.�-.... _._..�_ `?"~'� `�`~--��.-.. 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I 1— 660A ELBOW/ /200A TAP V1013 � , ,� � 3-1/C 100 JCN-12KV 200A D.B. ELBOW R ER VAUL.F 1012 - f 4'x6'6"x7' C014CRETE V0213 TO B0214 ° BURD TCY PED f 3/C —1/0,d'c 1- 2 AL CLP/ k " , 1/C2 JCN F ( I ^4, yet, �* RCE 0214 f 184 4'x4' BURD ENCLOSURE ' V0213 TO CAR 4 4 1-- 50KVA/120--240/6.9KV BURD ss' 1-- 200A ELBOW ` CAP LT TO 0%1-ry 0"%F RAL 1 C CUU`AMU`&N1GAi N HU PHASE 2: FOOTHILL BLVD & HAVEN AVE SCALE 7"= 40ELECTRIC AND FIBER OPTIC ' SUBSTRUCTURE PLAN BUTSKO ......... a ..... UTILITY DESIGN, INC. APPROVED BY: DATE: Underground Service Alert CITY ENGINEERox RCE: 24953 ORC DESIGN PLAN PREPARED BY; RECtJ MENDED Call: TOLL FREE CB CITY OF RANCHO CUCAMONGA 1 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SH ET 422-4133 CB 7 OF 15 _ CITY CHECKED R.C.E. Na DRAWING Na. NO. DESCRIPTION OF REVISION DATE APPROVED: O4ZO6�7 TWO WORKING DAYS BEFORE YOU DIG DATE FILE Na 2157 r, E I E 1 e =257' 9 0215 TO CAP Lij LLJ LLJ ,E r',,. r4P� � E 20D' / E CAP V1013 TO .� CE -{- E E � E U� Lj_j as q" {Citi` m j1 Y (10"Y w 0 }'w , LLJ `4d` M FOOTHILL BOULEVARD 3 7`"o .._ b.J 4( +00 42—t-00 4,3 t0 }4 -t %., `'C "i..l y'"`- ,""�` ''+`✓ S hart/v R� 1E Y :7j U - _ -- 35 4 r U a 1 1I 4 4 4 NOTE - , REF REF INSTALL 3-1.259 Ern V0213 TO V0215 INNERDUCTS IN + 3-1/C 1 JCN-12KV VI013 TO BOTTOM 4' CONDUIT + XLn c� P 4 * NOTE: $ 1 ' INSTALL 3-1.25" ' P t INNERDU TS IN CE 021 " V1014 T❑ ; , j v1o14 v0215 TO v0217 R i � BOTTOM ,4 CONDUIT 3-1/C 1000 JCN-12KV 1 3 1 3 5'x10'6'x7' VAULT i 10` 229' GROUND ASSEMBLY NOOKS AND RACKS FIBER VAULT 1013 BURR TO PED V0217 TO B0216 6- 600A ELBOW 3/C 2-1/0 SSG 1-#2 AL CLP 1/C #2 JCN ' I 4'x6'6"x7' CONCRETE j E RCE 0216 44' BURR ENCLOSURE I ' 1- 50KVA/120-240/6.9KV BURR I 4 x f 1— 200A ELBOW I d jp (D CITY OF RANCHO U'UCAMONGA PHASE 2.- FOOTHILL BLVD & HAVEN AVE t M i i V j f t of t t , � h bii Q SCALE 1"= 40' ELECTRIC B U _K 0 SUBSTR UCTURE PLAN .""' UTILITY DESIGN, INC. ServiceUnderground Alert APPROVED BY: DATE: ��Ilell e7 CITY ENGINEER RCE: 24053 ORE �® RECOM ENDED DESIGN PIAN PREPARED BY: q G� Call: TOLL FREE U � CBCITY OF RANCHO CUCAMONGA 7T 1 -800 DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 SH 422-4133 Z_\ CB 8 OF 15 CITY CHECKED R.C.E. NO DRAWING N0. ` TWO WORKING DAYS BEFORE YOU DIG �O- DESCRIPTION OF REVISION DATE APPROVED: DATE 04/06/07 FILE NO 2157 } _ � f 200' V0218 TO CAP 44 234' V1014 T CAP ® I r I i Ste.. E LL1 LIJ i 00 Ld ( / d 01V FOOTHILL BOULEVARND LI-i Ij .,, '"[_...,._e „�' {�W,�� C »--i •__.. �.k� - ... _'�✓ s,�..„,........_w-«^_"'"_"......--_^^"""'._ E .._...... ......._......,._.. ,,._..... ____...,.,«..,_ -..._......._.._.__.e..._...... _. ..s.._...._..e....._ ._....,....,.... _.....a .__..---..- -d..�..._.....m...._. -- ."`" ..-»...._._ t_l 3.et ........�. .. 54+00 d._ ._..—. ....»...,.,._.. _....._...�.. .,_...._,_..._....-c, _ .x.F._... i `"�ry _ d .__.t_ '�` _..»v,...,.. ._»_.. »...... _ ......_.. ._____,-._»..._._. .. ..,.......e..---"'-...»-,.......____5 5+_..k ___.__....._........ .m ---..... .._..... 56 0mLt�...._«......._........_._. S,7 c .,».. o .�».. _ I I 4 , 3 ,L=1 o . 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HILITY DESIGN,, INC. z Underground Service C' APPROVED BY: DATE: �FORE 1- CITY ENGINEER RCE: 24953 y � o Call: TOLL FREE DESIGN PIAN PREPARED BY: RECOMMENDED CB CITY OF RANCHO CUCAMONGA 1 -800���► DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 SH 422-4133 CB OF 15 CITY CHECKED R.C.E. NO DRAWING N0, TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED, DATE _ O 4/06/07 FILE NO 2157 i i p f j I I f Lij 3 6' 179' � � V0221 TO CAP c I e U� � 4 f4 f 214' lLij r V1015 TOCAP �t! e 2 _ 0f 0 t Y M' 9 o E g w ^---- �............._._ ...... _.._. _ . �g FOOTHILL BOULE 0 BURD TO PED 3/C 2-1/0 & 1—#2 AL CLP u ----------- =✓J�,� � ° ....{� �..°.f f^'"�`' _,,.,_._...,_._._..._ _:: ,.. ...._ M_....m .,.._ .,.. :-'-^..:., __�__�___...-._�M .»,._.....�..�.�."..»i, f �` _�..., pr^"*',6P'.. 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KV BURD C 0220 I 1— 200A ELBOW j I I 44' BURD ENCLOSURE I 1— 50KVA 120-240/6.9KV BURD f R E 1— 200A ELBOW ( f ; I I E I 1 p g 3 FIE 1015 1w tlpR € 1 4 P RCE 021 5'x10'6"x7' VAULT _ p } 4'x6'6 W CONCRETE f 5'x10'6"x7' VAULT GROUND ASSEMBLY HOOKS AN RACKS w BURD TO PED GROUND ASSEMBLY HOOKS AND RACKS 3/C 2-1/0 & 1-#Z AL CLP 5- 600A ELBOW I aRCE 0222 600A ELBOW W/200A TAP 1— 200A D.B. ELBOW { 5'x10'6"x7' .VAULT 4 6' R GROUND ASSEMBLY HOOKS AND RACKS 5— 600A ELBOW REFI i 1— 600A ELBOW W/200A TAP V0218 TO x0219 f j f 1— 200A D.B. ELBOW — /C 1000 JCN-12KV I if CITY OF RANCHO CUCAMONGA PHASE 2: FOOTHILL BLVD & HAVEN AVE r t r (( SCALE 1"= 40' ELECTRIC AND FIBER OPTIC SUBSTRUCTURE PLAN BUTSKO "' UTILITY DESIGN, INC. Underground Service Alert APPROVED BY: DATE: CITY ENGINEER RCE: 24 ORE ra 53 �© Call: TOLL FREE DESIGN PLAN PREPARED BY: REC `MENDED v CgCITY OF RANCHO CUCAMONGA 1 10500 CIVIC CENTER DRIVE 1111 /%-800DRAWN RANCHO CUCAMONGA, CA 91730 SFEET 422-4133 CB 10 OF 15 CITY CHECKED R.C.E. NO DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: t� DATE O 4 0 O 7 FILE NO 2157 t {i(II ( 111,( I � I I € I Lij ALIN �Z_ IT _.. Fu >r LL BOULEVARD f — 1. ...,..,.,. .».,..»_.....m,. .. .,.»..,..«.��..,......,m.. �.......... __ _ p } - ,......________ _._._a____...__.,.... _. I i I S I I Uz- ."�"" ^,.^'^ ......._.. Y� � _ �� .��_ e R ��n� �. �' ,q 9�..n-... "'""`..� ro•^w-+-..-...e...._,., ..,....._..�-ro°`.er.w-.^TMS.._..'�.'__".„._� i� �^.^.X�...�.." »®.» ....... t '^"m. � •__.___n._._....,.......M»».__m�__....._......_.....___`"__...,. .._.a __»_�_...,e.___.__w,..,..w.,..,....._......._._.m.,,.,..».,.e..,. �____,....._._ V 111111 �` , Td/ u 4 r T `�,;I ( I k C} • `� :C � I I w - / f f ,f ( REF Ir NOTES h _ I Ii P i 28+92 4 4 INSTALL 1-1.25 PICK—UP POINT I ( E d .." INNERDUCTS IN TO V0222 _ } c 5'X10 g"X7' VAULT `df REF BOTTOM 40! CONDUIT 3-1/C 1000 JCN-12KV PICK—UP POINT TO V1015 � I PICK-UP POINT A EXIST 4-6" 287' PME0224 TO CAP ( I i V EXIST 4--4ft 154" V1016 TO CAP SEE SHEET 3 OF 14 PLAN#2156 i_ EXISTING FIBER VAULT 1016 a a �, I4 � r� I 4 x6 fi x7 CONCRETE t. � � t I } E-4 27�5O 4 d @ t µ1 Q ,+ Jf EXISTINGI ; tI PME 0224 i I ( IN ON ROCHESTER AVE PLAN 2156 I I r I .5' CITY OF RANCHO CUCAMONGA PHASE e� • FOOTHILL BLVD & HAVEN AVE SCALE 1"= 40' ELECTRIC SUBSTRUCTURE PLAN K 0 BUTkI MUTILITY DESIGN, INC. APPROVED BY: a DATE: Underground Service Alert CITY ENGINEER RCE: 24953 - FO E ro Caf I: TOLL FREE DESIGN PLAN PREPARED BY: RECO ENDED q U� U � CB CITY OF RANCHO CUCAMONGA 1 -800DRAWN 10500 CIVIC CENTER DRIVE !!!! RANCHO CUCAMONGA, CA 91730 SH ET 422-41343 C-B 11 QF —15 CITY CHECKED R.C.E. NO DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: DATE C}LI-/06ZQ 7 FILE NO 2157 MATCHLINE I " SEE SHEET 3 C i I fCD C> C E I I ` C C fi EXISTING y I 44 REP i VAULT TO VAULT I � C _ 44 I 65oa V1008 TO EX. V1004 I E I I ......................................................... if i C 10 I I 116+;Q(J C = t +CD N CSV0203 TO V0204 I I C 3-1/C 1000 JCN-12Kv !(p I I 4 FIBER VAULT 1008 a a n e 4X6 6X7 CONCRETE C 1 I I = I I C j I s I 1 I T I ' ..................................._ _... �w........,.._. I ° $ j 175' l� 0202 338' I I = PME0202 TO V0203 5'x10'6'x7a P E PME0202 TO SLAB BOX i 10 I e 3-1/C 1000 JCN-12Kv GROUND ASSEMBLY HOOKS AND RACKS 3-1/C 1/0 JCN-12KV CE 020 � ', PME-11 CL ! I 3- 600A ELBOW 5'x10'6"x7' VAULT I j 3- 600A ELBOW W1200A TAP GROUND ASSEMBLY HOOKS AND RACKS 6— 200A ELBOW........................... w�...ww,.....4 �.. .. 12- 600A ELBOW C _..._.�.. ................................................ 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DESCRIPTION OF REVISION DATE APPROVED: DATE 041 06/07 FILE NO 2157 11 V11 SEE SHEET 12 M AT C H L I K SEE BELOW LEFT )1 11 MATCHLINE EXISTINGe 4 4 REF V1002 TO V1003 r I I I . F t : 4 " ; REF 6 F V REF V0203 TO V0242 I FIBER VAULT 1007 3-1/C 1000 JCN-12KVI V0242 TO V0241 R I E 4'x6'6�x7' CONCRETE 3-1/C 1000 JCN-12KV ` I 4 4 FIBER VAULT 1000 REF CD 4x6 6x7 CONCRETE A 007 TO V1 j 1 f ; 546' EXISTING i F E V0242 TO CAP FIBER VAULT 1002 4 r ! i . NOTE ° 57, I 10' G 4 4 INSTALL 3-1.25" 4 4 & ! 2 x3 x3 CONCRETE a+50 1 i INNERDUCTS IN i tt I ' 444' BOTTOM 4" CONDUIT 20' +50: V1006 T4 V1007 VI 006 TO CAP EXISTING E .:..._...» ...,... �. .... ::.�::__............... ....n �. .�...,...........::::. . ....... �::.:...»......... ... .�..� _ ._ » e E I _4 4 — 55 _.�....�.__.�.....,._... REF V1002 TO CAP 120' " V0242 TO CAP RCE 0241 »»_�M. __.w_...._.. ; 5'x10'6Ax7' VAULT aw...nn...vn.,rwxsw.! 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Service I APPROVED BY: DATE: Underground CITY ENGINEER RCE: 24953 QEF a R E ro DESIGN CB PLAN PREPARED BY: RECOM ENDED CITY OF, RANCHO CUCAMONGA Call: TOLL FREE ffi 10500 CIVIC CENTER DRIVE 800DRAWN RANCHO CUCAMONGA, CA 91730 SH ET 422-4133 CB 1%3 OF 15 CITY CHECKED R.C.E. NO DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: DATE 041Z06,/07 FILE NO t S l a MATCHLINE MATCHLINE L2'--- SEE - SHEET 13 LEFT CID CD 4 z E c ` j �. 39+50 ; Q I -57 /tz V0241 TO V024Q3•-1 C 1404 JCN-12KV/ R 0240 i 'x10'6Ax7' ULT Ca CD l i I� GROUND SSEMBLY HO S AND RA S e 6— 600 ELBOW IT 4 6 • _ REF �z _ y 4 V0241 TO V0240 �3-1/G 1000 JCN-12KV `>e 3 F NOTES F Ftp I 4 4 t t INSTALL. 3-1.25' 3 REF INNERDUCTS IN 3 BOTTOM 4' CONDUIT I a I I f V1030 TO V1031 3 _J CA 3 + k +l 3 ». ...................,..,.®..,..,,....,. ..................,,.............. .,., ,.,,... ....,..,.„.,,,,.,.........,,,.....»"'"S it k `�.`................»»......«.............,....,».,...........« I ............................................................,. { s 3 V+6 2 ................. 3 f r is 's _ ` I 414w\ (f ( I V1030 TO CAP ARROW _. - _ _ 6 s NOTES _ 3 q q ROUTE INSTALL 3-1,25` _ REF INNERDUCTS IN I BOTTOM 4” CONDUIT —75' r___.._...........»...... .....»..»..,.....,.�.,..,_ _ V1029 T4 V1030 36+90 55 � r C I �, 1197' V0240 TO GAP _ V0240 TO V0239 3-1/C 1000 JCN-12KV 37+7,,aE 59` i � 3 i i '�•, `,� E 3 FIE L 1 3 I fF 3 4'x6'6"x7' CONCRET 3 t 3 55,-----i E ' NOTES `' 3 ? 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HOOKS AND RACKS • � � ;€ � ' 12- 600A ELBOW I i 4 � CITY OF RANCHO CUCAMONGA 5� +so' I 227 I RCE 023 v0239 TO PME0238 : ` 3-1/C 1000 JCN-12KV 0' € 5'x10'6"x7' CONCRETE PHASE 2: FOOTHI-ILL BLVD & HAVEN AVE 39+25. µ I MREF GROUND ASSEMBLY HOOKS AND RACKS ELECTRIC AND FIBER OPTIC PME-10 CL 5 . 6-- 600A ELBOWS x 0 PICSUBSTRUCTURE PLAN K—UP V0239NT 3-1LC 1000 JCN-12KVBUT E ......I a1 79 a:.a UTILITY DESIGN, INC. MATCHLINE 0 r ABOVE RIGHT APPROVED BY: DATE: Underground Service CITY ENGINEER RCE: 24953 ORE r0 DESIGN PLAN PREPARED BY: RECOM ENDED U� Call: TOLL FREE _Zn� CB CITY OF RANCHO CUCAMONGAU 10500 CIVIC CENTER DRIVE 4t111 -800 DRAWN RANCHO CUCAMONGA, CA 91730Z__\ S 422-4133 C OF 15 CITY CHECKED ' R.C.E. NO DRAWING NO. No. DESCRIPTION OF REVISION DATE APPROVED: FILE NO • TWO WORKING DAYS BEFORE YOU DIG DATE Q�C}6,�07 2157