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HomeMy WebLinkAbout2060 GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS Unless otherwise specified on the working drawing whfct forms a port of the specification, the Contractor/Dtvetoper GENERAL NOTES FOR STREET LIGHTING LAYOUT 1.UNLESS OTHERWISE NOTED ALL WORK SHALL BE DONE IN ACCORDANCE shall furnish the following items at no cost to the City of Rancho Cucamonga. BASELINE RD WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, The engineer has attempted to correctly show all existing utilities and substructures CURRENT EDLION WITH ALL CURRENT SUPPLEMENTS PUBLISHED BY - �-Sze OF COMMIT 1. CONTRACTOR TO REFER TO THE CITY OF RANCHO CUCAMONGA FINAL STREET LIGHT LAYOUT FOR BUILDOG NEWS INC., LOCATED AT 1612 S. CLEMENTINE 5114EET, ANAHEIM CA. in the vicinity of the work, but does not guarantee there are no other substructures in the area. N0. COMMIT REob. APPROVED STREET LIGHT SIZES AND LOCATIONS. AND APPROPRIATE STANDARD DRAWINGS. Failure of the engineer to show all substructures in their correct location will not be a basis for a claim for extra work, .0 -uENaTM OF dpi 2. A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10' ONLY TO AVOID AN OBSTRUCTION 2, PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMT and the contractor shall be resposible for all dom ogm to substructures whether shown or not. RUN NO. SUCH AS A DRIVEWAY, CATCH BASIN ETC. ANY DEVIATION EXCEEDING 10' SHALL HAVE PRIOR FROM THE CITY OF RANCHO CUCAMONGA. OFFICE AT APPROVAL OF THE CITY OF RANCHO CUCAMONGA. 909-477-2740 x4018 TYPE OF FACILITY TRENCH 3. A REVISED STREET UGHTING LAYOUT SHALL BE REQUESTED FOR ANY CHANGES IN THE MAPS 3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY (CIC OR DO.) SUCH AS STREET ALIGNMENT, LOT OR PARCEL SIZES, BOUNDARIES, ETC. ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS 1. CONDUIT: IN ADVANCE AT Wn-477-2740 x4018 i is 30' below gutter rade unless noted otherwise. a. Minimum cover in street or 4. ON STREET WHERE SIDEWALKS ARE FIVE FEET OR LESS IN WIDTH AND ARE ADJACENT TO THE * g d flENC1H OF 1RENCH CURB, THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED 4.48-HOURS PRIOR TO ANY WORK THECONTRACTOR SHALL CALL b. Minimum cover of private property a ed below finished grade, unless noted otherwise. RUN NO.�� THE UNDERGROUNDS CE ALERT AT 1 800 422-4133 AND OBTAIN c. Contractor la to furnish and Install approved conduit to City specficotons per OGS-100.1, 110 AND 120. OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED. SERVICE ) AN INQUIRY IDENTIFICATION NUMBER. d. For the type of conduit for this job, ase City specifications. STRUCTURE 5. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE STATION UNLESS OTHERWISE SPECIFIED. 5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE f. Cop all mainline conduits and service conduits per City specifications. CHURCH ST WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC g, Install blank conduit plugs In all conduits terminating into Vaults, Manhole's, PMH's, SOE's R all cap locations, STA. Z 8. ALL STREET LIGHT WIRING SHALL BE UNDERGROUND. WORKS CONSTRUCTION. per City specifications. el xl STATION NUMBER J h. Install pun rope in an conduit runs. Pull rope to be 3/16' polypropylene or polyethylene rope, braided 7. EXISTING STREET LIGATING SYSTEM SHALL REMAIN IN OPERATION DURING ANY MODIFICATION. 6.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND or twisted. ANY PROPOSED TEMPORARY STREET LIGHTING SYSTEM MUST BE APPROVED BY THE IMPROVEMENTS AS PER SECTION 5-1, 5-2 AND 7-9 OF THE STANDARD i. All conduit must be mendroned with a City approved meMrell. STREET LIGHT CO CITY OF RANCHO CUCAMONGA SPECIFICATIONS FOR PUBLIC WORKS CdNSTRUC110N. Q 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL 2. CONDUIT RADIUS REQUIREMENTS: 9ZE Or COMMIT j UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT TO PROTECT a: The minimum radius for bends are: NO. OF CONDUIT REab. a THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOifAL EXPENSE CULTURAL CENTER DRIVE 3s• for conduits 3• in diameter or smaller OF REPAIR OR REPLACEMENT CSF SAID UTILITIES DAMAGED BY OPERATIONS �O -�-uENarN OF coNDur RUN IN CONNECTION WITH THE PROSECUTION OF THE WORK. 48' for conduits 4' and 5' in diameter RUN No. 60' for 6' diameter conduit b: The minimum radius for oil ewe" of an moinilne conduits Is 12'-6' (unto" noted otherwise). A / !. { STREET LIGHT N. MAIN M a UTILITY OWNERS: 3. EXCAVATION AND BACKFILL: TRENCH ►++ %% % a. Work area stroll be cleared and roe to within four inches of final a or to instellotion of t tlra mad prior ROBERT LEMON FACILITY Cit conduit or structures. TYPE F Q CITY of RANCHO ER DR CUCAMONGA City W W '/ � b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), •~TRLENGTH OF ADDITIONAL S MAIN 10500 CIVIC CENTER DR E CH REO'D �-, z ►Yi W W � RANCHO CUCAMONGA, CA 91729 City specifications, and an governing local ordinances. RUN No. � (/� W 5�2 F- p /j/ 909-477-2740 x4018 c. Each trench to be a uniform depth below final grade prior to Installation of City conduit or structures. m Z W ac d. Backfill shall be provided by the Contractor for oil excavations and shall include crushed rock, concrete, STREET LIGHT W N O W /� and/or Imported bockfill, when required. STATION U VV m VERSAILLES :2 Y / e. Backfill with a MINIMUM of one sack per yard tend cement slurry around and over vaults and manholes and around PMH's within one foot of finished grade. STA. O f. Backfill, per Agency specifications, shall immediately follow substructure Installation. At no time IRxF A / -srAnoN NUMlrER /� stroll cable left exposed over 24 hours. 7 ; ,� ; / i ; / / q. No rocks aro allowed within 12 inches of direct-buried cables or any conduit without concrete eneotement. Native backfill capable of ^i through a one-half inch mesh screen shall be considered to be 'rock free", P� Da" n9 9 %; ** WEST R/W EAST R/W ** K existing backfill does not pass through a 1/2" screen, place imported send 3' below and 12" above City MO. COMMIT REab.-� �yTZE OF CONDUIT TEMPORARY OFFSITE PORARY OFFSITE �a�• Atter this lit, no rocks larger than 12' diameter are permitted. '� . L� 15 GRADING EASEMENT 109 MIN do VARIES GRADING EASEMENT point, �e _ DENon s coNDulr RUN coNTRUAnoN SEE PLAN h. AI backfill shall be compacted to meet or exceed local ordinances or other regi. rements• It shall be placed REFERENCE RUN NO. MEMO ~F0, CONSTRUCTION INFORMATION Qti ,W SEE PLAN 25' 60 47' 25' in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or FOOTHI BLVD `Z�1 Q structures. 36' ' 4. PAVING: STREET LIGHT 1' 13' 36' 13' 1 n JOB SITE � Repaving. where required, shall be pieced in such a manner that Interference with traffic, including �..-gRE pr CONDUir A EXIST. GROUND WIDENS 0 RT. TURN LANE EXIST, GROUND pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving occeptabte NO. Or COMMIT REWD. 0.5' 6' 6.5' GRADE LINE AS 3' 4' iv GRADE LINE AS 6.5' 6' 0.5' to the Municipality, County, or other authority having jurisdiction and which is occeptible to City. MEMO DENOTES CONWT Rut CONTINUATION SHOWN IN PROFILE o SHOWN IN PROFILE REFERENCE RUN No. -� !--FOR coNSTRUCTION INFORMATION 5. STRUCTURES: rte, 0.72' 0,55' 5' sj a. AI substructures shall be constructed or installed to City specifications. �� 0,29' TO 0.11' 1/e FT b. Install protection barriers when required in areas exposed to traffic, per City Inspeetor. STRSTAnO T W 1 4" 0.11 LEVEL ,t L LINE c. AI conduit lines and concrete floored substructures shall bo water tight. ¢1 O d. AI rounding materials shall be furnished and installed by the Contractor. STA. �'= % s. Contractor to provide substructure enclosure wail details to City Inspector for approval prior to Installation. r1ElIE STATION NUMPER �Q' •. 1 3 6. RETAINING WALLS: 3 When required, retaining walls shall be provided by the Contractor. Wens are required wherever grade rites O more than 18 inches above the structure or 24' above the pod surface at a distance of 5 feet from the acme, ARROW RD 1 6. 5 GRADE 6" 5 1 or in areas subject to erosion. Design and installation must comply with local building ordinances. T.1. = 9.0 R = 72 * 6" \C/L UTILITY TRENCH Refer to City Inspector for typical space requirements. AULT 5x10'6 xT 7. PERMITS: TYPICALSECTION EE SECTION e AND NOTE TO RIGHT AI permits necessary for excavation shall be provided by the Contractor. S. ACCESS: STA. 44+75.97 TO STA. 46+55.00 Heavy thick access than be maintained to equlpment locations. Structures must be Clear of oll appurtenances & STA. 63+56.99 TO STA. 65+21 .18 that would obstruct the looding or unloading of equipment. NOT TO SCALE 9. SERIES: FULL ENCASEMENT IS REQUIRED FOR a. Meters and services shall comply wlth City Services Requirements. ALL MAINLINE (DISTRIBUTION) CONDUITS. b, Wiring must be in accordance with applicable local ordinances and approved by local inspection AvthatNes. 10. LOCATION: a. The kTcotlarl of excavations and structures for City "I be os shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the City Inspector. ** WEST R/W EAST R/W ** b, Actual location of obstructions, storm drains, and/or other foreign utilities ities to be the responsibility of the -E_ ow LM TEMPORARY OFFSITE 98 AND VARIES / TEMPORARY OFFSITE Contractor. -SL- E7aSr. STREET uctr ELECT tslE GRADING EASEMENT GRADING D G EASEM ENT LOW SEE PLAN 25' 49' AND VARIES 49' TO 60' 25' SEE PLAN 11. Contractor is to verify location and widths of an sldewaNs and driveways prior to street light installation. -rs-- E'asr' TRVMRA"r LOOPVMAntcr' NE the approved street improvement plans, approved street right plana and the actual field conditions. -n- ate' TEL LI tooP ELECT LINE -r- Exrsr. TEL LINE 36' TO 47' 1Y, SURVEY: e- Exisr. ca Lw 1' 13' AND VAR. 36' TO 41 WIDENS 0 RT. TURN LANE 13' 1' Surveying of street improvements shall be performed by wmbaetor, property comers, lot Ines, finished grade, etc., necessary for the -w- Er WMW LOVE EXIST. GROUND i D installation of underground facilities must be completed and markers or stakes placed prior to the start of the in- -P'- Exisr vwwAre owrim mrrR Lott GRADE LINE AS 4' 3' EXIST. GROUND g inspection by Exp STO M 0"LIME 0.5' stallotion. In addition, Contractor shall rrafrrtain the markers dw;n the installation and 6' 6 5 SHOWN IN N GRADE LINE AS 6.5' 6' 0.5 Agency. Grade and property line stokes must show any attest meosuromente. PROFILE o SHOWN IN PROFILE -s_Exm• SEWER LME �i 0.55' 0 72 5' 13. COORDINATION AND SUPERVISION: 0.11' TO 0.11' TO sj� The Contractor shall provide svpervislon over and coordination among the various cofthm4onr working within tiro L0.19' , 0,29' 4"SFT WHERE development in order to prevent damage to City facilities. He is responsible for the cost of repairs, ro- WHERE OCCURS hUNE OCCURS placement, relocation, or other corrections to City facilities made necessary by his failure to provide 6 e � � supervision or to otherwise comply with these specificationa. EXIST. GROUND 3 13 EXIST. GROUND 2 14. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for thy, job may also cover the facilities to be Installed for the telephone company 6" 1 5 6" 5 and/or other utility. Arty questions concerning details of their installation should be referred to the company 6" 1 concerned. �GRADE 6" CAUTILITY TRENCH AULT 5x10'6"x7' 16. WARRANTY: EE SECTION 2 AND NOTE TO RIGHT Contractor expressly rep esent and worront "tat all work performed and an material used in meeting Controctor s obrigations herein are free from defects in workmanship and are In conformity with Agency requirements. This warranty shall commence upon receipt by Contractor of City's final acceptance T.I. = 9.0 R = 72 w and shall expire one year from that date. Contractor roes to t correct to the City's satisfaction xp o y aq promptly y TYPICAL SECTION and that of any governmental agency having jurisdiction tion and at Contractor's expense Cry breach of this warranty which may become apparent through inspection or operation of underground electric system by City during this warranty period. STA. 49+67.00 TO STA. 50+87.39 17. INSPECTION: & STA. 65+96.79 TO STA. 68+75.27 Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the City of Rancho Cucamonga. Phone:909-477-2740 x4018 SAMPLE O F VENDORS: NOT TO SCALE 18. AS-GUILTS: Contractor responsible to maintain as-built drawings which ars to be updated daily. CONCRETE PRODUCTS Contractors shell keep and maintain two copies of the os-bunts. One set is for the contractor Precast concrete Item complete with necking,cover,and and the second est is for the City Inspector. inserts may be obtained from any of the following WEST R/W EAST R/W approved manufacturers. ** TEMPORARY OFFSITE 8' MIN. do VAR. --TEMPORARY OFFSITE GRADING EASEMENT GRADING EASEMENT JENSEN PRECAST SEE PLAN SEE PLAN 25' 49' 49' 25' 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 1' 1 do YAR. 36' 36' 13' 1' EXIST. GROUND WIDENS 0 RT. TURN LANE UTILITY VAULT CO. 0.5' .5' EXIST. GROUND 10850 Hemlock Ave., Fontana, Cdif. 92335 6' 6.5' GRADE LINE AS 1 GRADE LINE AS 6.5' 6' Phone: (909) 350-2675 SHOWN IN PROFILE SHOWN IN PROFILE (909) 428-3700 7' 7' 5' \ J•7 1 4" 0.11 0.55 VAR. VAR 0.55 0.11' 1/4./FT LEVEL LINE 3 �. %' DETAIL "C" 6.2 DETAIL N 13' GUTTER GRADE 6" 1 6" 5 ,GRADE 5 6" 1 6" �C/L UTILITY TRENCH GUTTER GRADE AULT 5x10'6"x7' a _ SEE SECTIONe / NOTE TO RIGHT - ✓,.. C.A.B. 2 < C.A.B.C,A.B. AAS- BACKFILL ACCEPTABLE)VE T.1. = 9.0, R = 72* " " My�jS- DETAIL A o �j (PARKWAY AREAS- NATIVE _ GUTTER GRADE z / BACKFILL ACCEPTABLE) Z j E 16160 y TYPICAL SECTION UNDERGROUND SERVICE ALERT �, _ / . . 3• / 3' STA. 46+85.00 TO STA. 49+67.00 . C.A.D. .� . % & STA. 53+46.00 TO STA. 62+66.99 - r� �7 - CITY OF RANCHO CU CAM ON CSA (PARKWAY AREAS- NATIVE ' / i hYt -�oo�����2600 / 3• f3. r: BACKFILL ACCEPTABLE) / .. z Call USA APPR VED BY., ; � NOT TO SCALE = y i _ I c _ T- TT -F-COMMUNICATIONS For Unde7ound Locating J F - 3'-a 3' 7 O COMMUNICATIONS -_ -_.. SAND 2 Working Days Before You Dig WILL J. 0 N iL R.C.E 24953 Cl TY ENGINEER UA 7E j - �-- � � _ _- �- 7SHADE .= --SAND - No. DATE REVISIONS CK. e VICTORIA GARDENS LANE BACKBONE - - SHADE CONCRETE ENCASEMENT `O CONDUIT SHOULD BE CENTERED 0., L { I: I_ FOR SINGLE CONDUIT CONCRETE ENCASEMENT BUTSKO APPLICATIONS, SAND -� �_ ,' . E +- E +V SAND / SHADE 1' SAND CUSHION I SAND CUSHION CCUSHION ' FUTILITY DESIGN, INC. ELECTRICAL DISTRIBUTION TYPICAL CHNDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION FINAL SYSTEM 12KV SH❑WING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR FOR CONSTRUCTION FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS 2 CONDUITS MAX, 2 CONDUITS MAX. PLOT DATE: OF STREET LIGHT CONDUIT DESIGN BY: !)uttko Utility IHe4pn Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 JOB NO.: 003-0002S SHEET 1 0 Fcj C'y�� _RCE H 65 RCE H059 RCE H061 RCE H063 13 x24 x24 CONCRETE 13"x24'x24' CONCRETE 3- 4W BAR 3- 4W BAR 13'x24'x24' CONCRETE 3- 4W BAR 3- BARx4W xCONCRETE 1 47 1 49 12' 3 12' 7 12 1 ' RCE SL 1 45 12 HH TO SL RCE H057 HH TO SL 13 x24'x24' CONCRETE HH TO SL RCE SL HH TO SL RCE SL 3- 4W BAR RCE SL RCE SL RCE SL 1 3 1 3 1 1 51 47 45' 9 12' 1 5' 1 71-517 HH TO HH t 3 3 157' 1 3 39 132' 1 43 154, H H TO H H HH TO SL31 40' SOE TO CAP 35 60' 3 5' 1 5' 41 130' 1 5' RCE SL HH TO SL 5 178' 8 178' HH TO SL C11 178' HH TO HH HH TO HH PME TO CAP PME TO CAP SL TO SL SOE TO CAP �.-- . I. LLJ W i I I I 32 I i l r n I 1 I I I'.t J. -,- - I ) I 13oi • �E l 1. I ' % 141 ' '.i - � - --- j � - -. .. .. .-.�.... =!a�s•�._ ',a.�++r��..r.-«��+.r��at-:cc,�r.:ar.��ra'�1-+os:� ,� i �I � i ' - 1 I + IIS A / i - ---____-_-___---..___.- - . W 4 5' + 1 _.. 1 I :-_\A - - I PME TO PME 5- W - - _ - _ - - Flu L I 1 225' 1 3 � I I - ! - - -- - — -- -- - - -- - - -- -- - - w.�r. TO --- -- ----- - - -_ -- -- -- ------- - - ' � VIC11110 'IA GARDENT __ -- --------- --- --- -- - - - --- ..._- 7 - --- — _—__----- ----- ----—___ -- --- - - - - --- ---- -- -�--�----- 1--- `F ,��,''`-�` ,� ----____--------- - -' ---tai "�-- —,�-------- - - -._ � --- -e- �� --- —- ------------ -- -------- ----___._..-------------- ---- ---------� --t� . . J I A. . 18, _ A iL` i W + i } L _ �y z IBV I I I I � i t21 A 15. BLDG. 3 PME TO 3719BLDG. 5 BLDG. 1BLDG. 41 (FUTURE) 3 PME TO CAPACITOR - - -- IiI Z U HH TO SOE 32 74' 4 5 42 1 5' EXIST s t2' t2' SOE TO HH 2 5" 4 540' 1 1 1 1 SOE TO PME 130' HH TO SOE SOE TO CAP Q RCE 0009Z 6135' 4 5' 5'xt0'6'x7' PME-10CL HH TO SL 77' HH TO SL 9 448' HH TO SL SIDE TO SL P� TO CAP PME TO SOE RCE H058 RCE SL RCE SL 13'x24'x24' CONCRETE 4 5" 674' 3- 4W BAR RCE 0017 SOE TO PME PICK—UP POINT "A" RCE SL RCE SL 5'xto'6"x7' PME-09CL RCE 0019 RCE H062 112' EXIST 4-5" 94' PME TO CAP 72'X94- CAPACITOR PAD 13"x24'x24' CONCRETE RCE 0020 1800 KVAR SW CAPACITOR 3- 4W BAR RCE 0016 RCE SL HH TO SL 1 5'xs'6'x5' SOE 5'x10'8'x7' FUTURE PME COYER RCE SL 1 RCE 0018 "IV 46 49' 11 4 12' 5'x10'6"x7' PME-11CL HH TO SL HH TO SL HH TO SL RCE SL RCE SL 1 3' NOTE : RCE H060 48 177' ALL STREETLIGHT HANDHOLES SHALL BE 13"x24"x24- CONCRETE SOE TO HH 3- 4W BAR 13 X24 X24 CONCRETE E 1616 " RCE " ON LIDS " CITY OF RANCHO CUCAMONGA APPROVE BY SCALE 1 i "= 50' ALL STREETLIGHT STANDARDS SHALL BE 32 WILLIAM 4. O'NEIL R.C.E.24953 CITY LNGINEER DATE ALL STREETLIGHT HEADS SHALL BE N0. DATE REVISIONS CK. BIrH-'% U IT S K 0 VICTORIA GARDENS LANE BACKBONE 16000 HIGH PRESSURE SODIUM VAPOR FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION COBRA- HEAD , REGULAR CUT - OFF FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0002S SHEET 2 OF 4 DESIGN BY: Sut*a UtPlty DMgn Inc. DRAWN BY:CHRIs DENAN 07/30/03 C:P b 6 RCE H075 731 3 55' 13"x24"x24" CONCRETE 3- 4W BAR HH TO HH t 71 12' HH TO SL » RCE SL MATCHLINE B SEE SHEET 5 Lill1ui I ` ' I _ J — -- -- RCE-H07 ' N ! i 3 --- _ __ 1x23'x24" 4 ONCRETE 1131111 - - 3- 4W _ - 16 '1 / i j / \�_ L� // 1059' / SOE TO PM LLJ ze_- ,. _ -r,-TN-.. .Y., _ .-.- ---- _�• .F- - - _ - /' //n ' _ xi 87 12' W -- �J �_. --- --- --- -- --- -- -- - - // H071 t 3 _ -- HH TO S ~ c� ----- --- } — - -- ---- - -- --- -- I I y HH TO HH Q44 14 —__ -- - -- HH TO HH RCE4 204?c CONCRETE - �, _. _ c dt 1 ' �. _—_ _ _ 3— 4W BAR — - -- _— --- - - -- _ - a T2- H TO SL Z 2' i X� � 0 � � � t 3 j/ , / HH TO SL --- — 1 70 123 E SL ' RCE SL RC � ' — j �, 3 37- i i / SOE TO HH / I HH L t 1 Q _- - -_ I� � s � _ � / � / /; � j � RCE H072 -- --- - }{ — N! / x/ '�/ / 1 /�// 13"x24"x24' CONCRETE / 3- 4W BAR / Wo PME TO SOE Sol; TO SL _ � , 'gym , — RCE H06 �, 230' / i' i Y` b 3" 13 x24 x24_._ 3- 4W BARHH TO SL HH SOE RCE SLXY RCE 13"x24"x24" CONCRETE - - / % / RCE 0023 , 3- 4W BAR --_... _ ' x 185 53 12' 55 HH TO � HH TO SL HH` I rHl - ��- / : - ` /� / _- i- /� CE S �� � /-� RCE SL 12' RCE SL ! M H070 d0 1,2' 13N24'x24 CONCRETE 4W BAR ---- ==-_ =- �r _� /� , / HH TO SL NOTE . 58 405' Rc H068 ALL STREETLIGHT HANDHOLES SHALL BE HH TO S'• w w w / 13 x24 x24 CONCRETE 3- 4W eAR 13 ))X24 ))X24 )) CONCRETE _ = RCE SL / )) �) g " RCE "RCE ON LIDS SOE TO PME11V ='' ,/ � ' HH TO SL �J ALL STREETLIGHT STANDARDS SHALL BE 32 RCE SL 13 "x . CONCRETE 4W BA 3- 4W BAR ALL STREETLIGHT HEADS SHALL BE 50 12 RCE 0022 16000 HIGH PRESSURE SODIUM VAPOR HH TO SL 72'X94" CAPACITOR PAD RCE H064 RCE 0021 1800 KVAR SW CAPACITOR COBRA- HEAD , REGULAR CUT - OFF 13"x24"x24" CONCRETE 3- 4W BAR 5'Xt0'8"x7' PME-9CL � rt 1 5 s! •1r r 52 PME TO CAPACITOR - '. Lu HH TO PME ..E 16160 `s 1 3" a CITY 0 � RANCHO CU CAM ON GA # z , .. PME TO HH A PPRP YED BY' WILLIAM J. O'NEIL R.C.E.24953 CITY ENGINEER DATE OREM N0. DATE REVISIONS CK. B , VICTORIA GARDENS LANE BACKBONE BUTSKO =` FUTILITY DESIGN, INC. ELECTRIC DISTRIBTJTION FINAL SYSTEM FOR CONSTRUCTION SCALE 1"= 50' PLOT DATE: DESIGN BY: Sutoko utimy DMgn Inc. DRAWN BY:CHRtS BUMAN 07/30/03 JOB NO.: 03-0002S SHEET 3 �F 4 1 87 12' 1 3 T 15' HH TO SL o ,2' RCE SL HH TO CAP 1 3 RCE SL HH TO SL 0 15' HH TO CAP 1 1 3" 0 12' 89 95' RIGHT SOE TO HH HH TO SL MATCHLINE C SEE (; ► I I ►I �� I I RCE H088 08.00 RCE 'H083 I ' --- II !i► + I I � I I j i, 3-4w BAR CONCRETE 134+OS.00 �,� + 1 13"x24"x24" CONCRETE _-. _ i 1 ' 140+97.001 i1 i i ;} j' I 1 3- 3— 4W BAR , j l I I I i _ I I it j t•I III ( j ii I( i i 0 112 1 , I , T ! � RCE H080 RCE SL PME TO HH 1 i III 13"x24"x24" CONCRETE 1 I ,2' 3- 4w eAR RCE H090 I �i I1 ; ► ( � 1 IIllil I , I � lillll � I j 14 13 x24 x24 CONCRETE I I j! I I j ; ; l I 0 12 RCE •H081 ^NIH TO SL I i I 3- 4W BAR 13'x24 x24 CONCRETE I 3- 4W BAR i -- i , I i 12' I I; I , ', j': i it ' 1 ; HH TO SL --- 271 I I I ' ! i ( I �I I RCE SL 1 3 i — 0 1 I 1 wi �� i I HH TO SL + d I RCE H086 1 3 13'x24"x24" CONCRETE I 27', I ! I - I r 88 95' RCE SL HH TO HH 3- 4W BAR IlllliilIII � � i II � j I � � ' RCE SL r I - I j , HH TO HH H07R RCE H089 1 1 3 .. • • w ' ! III I 13 x24 x24" CONCRETE 13"x24 x24" CONCRETE 153 3- 4W BAR 3- 4W BAR HH TO SL t I I PME TO HH RCE SL 112' f l 3 ` ; o eo „i i HH TO SL -- HH TO SL RCE SL HH TO HH RCE SL tl 1 t x i t. RCE H084 ( I i f 13'x24"x24" CONCRETE l i t 3- 4W BAR � I 1 i - 4 .. _ _ .. .- - - - � J I Y r' �:''{• .i t it 1 ; t� +,I�I .+.I w ->t 1 1 3 i 11. 1 ! Q! , QI' r `I 1231 99 ' '2� RCE SL PME TO HH i I a_ 11 ]slim � I �22 HH TO SL I E12 3 _-_ j I;j HH TO SL 84 143' , i I 3 I 11, 97 95' 1 C I { I22 I 1. I ' ; I f /I , �- HH TO SL RCE H087 I / 1 '' 13"x24"x24" CONCRETE 78 RCE H082 i \ I X137+25,00 3- 4W BAR HH TO HH 13"x24"x24' CONCRETE 23 I I I � r J ✓'' 1 / l �' ------- ' � , , I 3- 4W BAR i l i ' ' = I I I I I 1 ! 1 3' 81 155 %; / /. � �; RCE H085 , ( j I 13"x24"x24" CONCRETE -- ! j I 93 88 2 5' ► �iH SLI 3- 4w BAR 1 _ i ( ( ij j 155' 1211 ; * _ 1 HH TO HH PME TO CAP � /� 95 12' �,� I I I I !20! HH TO SL I( I 1 eo3, RCE H079 ; I I I9 12: 13'x24'x24' CONCRETE f I / l 3- 4W BAR \ / i t f % i' 1 f I I I HH TO SL / ; ;'�; //, /i PME TO HH RCE SL 11-71 RCE SL 150' / I 70 ;/ I % PME TO CAP (F'�'; �� PME TO CAP I f 1 fi j I I i I t %/ 02 175' I RCE SL /;11 X39 /% /, /1'% �►;// / ;/ j/ HH SL --- RCE H077 12 13"x24"x24' CONCRETE — ,� � f� , ,, RCE 0024 3 4W BAR 1 3 / i/ �� / - j // i I " �� j / { - - �? --� -It ri 5'x10'6 x7' PME- 1 i i I �% 77 30' ��� / / , / i / 4 5" �� — ��r_ I; I; 50KVA 120-2 6.9KV ' � ��' �� �-- 75 12 HH TO HH BURG O.E. SW FUSED SOE TO PME ( _ / V / / /// ,i/ /% w HH TO SL / j - - f- - - / i j /,' J' 4 5 /- `\` / � � � �, _� � II ;; i' � I MEMO RCE SL SOE TO PME f�CE RCE H07 13"x24"x24' CONCRETE I 3- 4W BAR HH TO SL >> 7 > > > > MATCHLINE C SEE LEE MATCHLINE B SEE SHEET 4 _T71 3' NOTE : � . �. , -�� PME TO HH ALL STREETLIGHT HANDHOLES SHALL BE HH TO HH ; _�E16160 ` . 13 "X24 "X24 " CONCRETE �r� ���`'` CITY OF RANCHO CU CAM ON GA " RCE " ON LIDS " APPR VED BY. - W LIAM J. 0 NEIL R.C.E. 4953 CITY ENGINEER DATE NO. DATE REVISIONS CK. 8 , VICTORIA GARDENS LANE BACKBONE �ALL STREETLIGHT STANDARDS SHALL BE 32UTSKO FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION ALL STREETLIGHT HEADS SHALL BE FINAL SYSTEM 16000 HIGH PRESSURE SODIUM VAPOR SCALE I"= 50' FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0002S SHEET 4 OF 4 COBRA- HEAD , REGULAR CUT- OFF DESIGN BY: B�e.�o Utility � i�c. DRAWN BY: c►+R+s eE��N 07/30/03 ��D LEGEND OF CONDUIT SYMBOLS GENERAL NOTES FOR STREET LIGHTING LAYOUT GENERAL NOTES CONSTRUCTION NOTESNo. OOlialgT REObll//^^y',,�'mm' l�If�� .-'�U_ SRE Of CONat11t 1. CONTRACTOR TO REFER TO THE CITY OF RANCHO CUCAMONGA FINAL STREET LIGHT LAYOUT FOR 1.UNLESS OTHERWISE NOTED. ALL WORK SHthe ALL BE DONE IN ACCORDANCE Unless otherwise specified on the working drawing which forms a port of specification, the Contractor/Developer _LENGTH OF TRE" BASELINE RD APPROVED STREET LIGHT SIZES AND LOCATIONS. WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, shag furnish the following items at no cost to the City of Rancho Cucamonga. tttm No.-�� 2. A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10' ONLY TO AVOID AN OBSTRUCTION CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS, PUBLISHED BY The engineer has attempted to correctly show oil existing utilities and substructures BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA in the vicinity of the work, but does not guarantee there ore no other substructures in the area. SUCH AS A DRIVEWAY, CATCH BASIN ETC. ANY DEVIATION EXCEEDING 10' SHALL HAVE PRIOR AND APPROPRIATE STANDARD DRAWINGS. y 9u APPROVAL OF THE CITY OF RANCHO CUCAMONGA. Failure of the engineer to show all substructures in their correct location will TYPE be a basis (or a claim for extra work, TOF FATTY _ TRENCH 2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SWVl OBTAIN A PERMIT and the contractor shall be resposlble for all damages to substructures whether shown or not. (0C OR DB.) 3. A REVISED STREET LIGHTING LAYOUT SHALL BE REQUESTED FOR ANY CHANGES IN THE MAPS FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT SUCH AS STREET ALIGNMENT, LOT OR PARCEL SIZES. BOUNDARIES, ETC. 909-477-2740 x4018 RUN NO _moi i "NGTH Of TRENCH 4. ON STREET WHERE SIDEWALKS ARE FIVE FEET OR LESS IN WIDTH AND ARE ADJACENT TO THE 3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY CURB. THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED ENGINEER, REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS OIN ADVANCE AT 909-477-2740 x4018 1. CONDUIT: STRUCTURE OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED. o. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. STATION 5. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE 4.48-HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. UNLESS OTHERWISE SPECIFIED. THE UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN c. Contractor is to fumish and install approved conduit to City specifications per UGS-100.1, 110 AND 120. STA. AN INQUIRY IDENTIFICATION NUMBER, d. For the type of conduit for this job, see City specifications. ww STATION NUMBER CHURCH S 6. ALL STREET LIGHT WIRING SHALL BE UNDERGROUND. 5. ALL MANHOLES SHALL BE ADJUSTED To FINISHED GRADE IN ACCORDANCE DURING ANY MODIFICATION. WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC I. Cop all mainline conduits and service conduits per City specifications. 7. EXISTING STREET LIGHTING SYSTEM SHALL REMAIN IN OPERATIONAPPROVED BY THE WORKS CONSTRUCTION, g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMi's, SOE's & all cap locations, ANY PROPOSED TEMPORARY STREET LIGHTING SYSTEM MUST Z per City specifications. CITY OF RANCHO CUCAMONGA J 6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND h. lostoN pull rope in dl conduit runs. Poll rope to be 3/16" polypropylene or polyethylene rope, braided IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD or twisted. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. i. NI conduit must be mandrelled with a City approved mandreg. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT 2. CONDUIT RADIUS REOURNT EMES: CULTURAL CENTER Q DRIVE THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE o: The minimum radius for bends oro: W IN REPAIR OR CONNECTION WITH THEENT OF PROSECUT ON UTILITIES DAMAGED DWORK D BY OPERATIONS 36' for conduits 3" in diameter or smaller r� l 48" for conduits 4" and 5 in diameter Q a { 1 8 CONTRACTOR LECT RICO SERVI�CONDUITSIBLE TO �REQU REQUIREMENTS WITFIRM ELECTRIC H OWCE NER AND CITY EL SIZE AND 60' for 6" Biometer conduit � N. MAIN b: The minimum radius for all sweeps of all matrons conduits is 12'-6" (unless noted otherwise). M OF RANCHO CUCAMONGA ELECTRIC UTILITY PRIOR TO SERVICE CONDUIT W INSTALLATION. 3. EXCAVATION AND BACKFILL: aU t i a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of W WCity conduit or structures. S. 4AIN b. All excavations shag be in accordance with the Colifornia State Construction Safety Orders (when applicable), City specifications, and oil governing local ordinances. UTILITY OWNERS: c. Each trench to be a uniform depth below final grade prior to installation of City conduit or strictures. W (aa U m 3 d. Bocklill shah be provided by the Controclor for all excavations and shoo include crushed rock, concrete, ►r� W j ROBERT LEMON and/or imported bockfig, when required. w a' fAI LE8 CITY OF RANCHO CUCAMONGA U U 10500 CMC CENTER DR }+ I e. Backfill with a MINIMUM of one sock per yard sand cement slurry around and over vaults and manholes `-- �i ' � RANCHO CUCAMONGA, CA 91729 and around PMH's within one foot of finished grade. a (� _ 909-477-2740 x4018 I. BockfiW, per Agency specifications, shoo immediately follow substructure insta"atbn. At no time Q / {` shall cable be left exposed over 24 hours. i g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. Q O �_t;,A �� Native bockfill capable of passing through a one-boll inch mesh screen shag be considered to be "rock free". 15 N existing backfill does not pass through a 1/2" screen, place imported sond 3" below and 12" above City tcables. After this point, no rocks larger than 12" diameter are permitted. h. NI bockfig sholl be compacted to meet or exceed local ordinances or other requirements. k shag be placed FOOTHI L BLVD �� Q in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or r structures. /TiE Q JOB S4. PAVING: A Repaving, where required, shoo be placed in such a mariner tfmot interference with traffic, including pedestrian traffic, will be kepi to o minimum. the Contractor shoo establish o program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is occeptible to City. 5. STRUCTURES: a. NI substructures shoo be constructed or installed to City specifications. OW b. Install protection barriers when required in areas exposed to traffic, per City Inspector. c. NI conduit lines and concrete floored substructures shoo be water tight. ��� e. C grounding materials shoo ct a cedesnished and til details by the Contractor. p DB CONDUIT WITHOUT ENCASEMENT IS e. Contractor to provide substructure enclosure wall details to Cit Inspector for approval to installation. 0 6. RETAINING WALLS: ACCEPTABLE FOR PORTIONS OF TRENCH O When required, retaining wogs shoo be provided by the Contractor. Woos ore required wherever grade risco WITH ONLY ONE OR TWO CONDUITS. more than 18 inches above the structure or 24" above the pod surface at o distance of 5 feet from the same. ARROW RD or in areas subject to erosion. Design and installation must comply with local building ordinances. SEMI-ENCASEMENT IS REQUIRED FOR Refer to City Inspector for typical space requirements. PORTIONS OF TRENCH WITH ONLY 7. PERMITS: THREE OR FOUR CONDUITS. AN permits necessary for excavation shall be provided by the Contractor. FULL ENCASEMENT IS REQUIRED FOR 8. ACCESS: MORE THAN FOUR CONDUITS. Heavy truck access shag be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the boding or unloading of equipment. 9. SERVICES: o. Meters and services shoo comply with City Services Requirements. 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 shag be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the City Inspector. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. 11. Contractor is to verity location and widths of all sidewalks and driveways prior to street fight installation. With the approved street improvement plans, approved street light plans and the actual field conditions. 12. SURVEY: Surveying of street improvements shall be performed by contractor, property comers, lot Ines. finished grade, etc., necessary for the RIW R/W instollalion of underground facilities must be completed and morkers or stakes placed prior to the start of the in- stallotion. In addition, Contractor shall maintain the markers during the installation and inspection by Agency. Grade and property line stakes must show any offset measurements. VARIES 13. COORDINATION AND SUPERVISION: The Contractor shall provide supervision over and coordination among the various contractors working within the VARIES VARIES 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 mode necessary by his failure to provide 31 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 irstooe l for the telephone compav y and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. B F STREET l 6 WContractor expressly represent and warrant that aI work performed and aI material used in meeting Contractors obligations herein are free from defects in workmanship and are in conformity with Agency C/L TRENCH requirements. This warranty shall commence upon receipt by Contractor of City's final acceptance and shall expire one year from that dote. Contractor agrees to promptly correct to the City's satisfaction TYPICAL STREET SECTION and that of any a apps ental agency hoping jurisdiction and at Contractor's round expense any breach of this g rranty this which may become apparent through inspection or operation of underground electric system by City during this warranty period. ONSITE STREETS 17. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction TRENCH OFFSET FROM CURB is required from the contractor to the City of Rancho Cucamonga. Phone:909-477-2740 x4018 18. AS-BUILTS: Contractor resporsibk to maintain as-bunk drawings which ore to be updated doily. N. T• C Contractors shall keep and maintain two copies of the as-builts. One set is for the contractor 1 S7 and the second set is for the City Inspector. Precast concrete Item complete with necking,cover,and inserts may be obtained from any of the following approved manufacturers. rt.!-;1.1 r r,r r n '':JJ� 14221 Son Bernardino Ave., Fontana, Calif. 92335 GQ[/ Phone: (909) 350-4111 E 16160 10650 Hemlock 'Ave., Fontana, Calif. 92335 Phone: (909) 350-2675 � � �� (909) 350-2675 �F CITY OF RANCHO CUCAMONGA 9� CTR\rl a�P �F CAL APPR VED BY yJa" - 2 3 WI L1 M J. O NE1L R.C. . 53 CITY ENGINEER DA TE NO. DATE REVISIONS CK. B' , VICTORIA GARDENS BU T S K 0 aX UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-000IS SHEET 1 OF 10 DESIGN BY: Butsko Utility Design inc. DRAWN BY: CHRIS BEEMAN 08/26/03 t , __ _._ .- - - - .. - - . ..- - - -- - - -- - - - - -17-1 1 � �• I -i 1 1 t5 i _1'_ .._ 1. 1 I .� 1. . � j L1" nely , ! 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I , xr I �� _ { �' '�, ;�i ! I I ! r __-_ _ .. __._.._____._----- _.__ .• ---.-_.. _....__._ a_.__ i �`� j 8'XS10' BOX , r I i c , � 642 SOE TO SM 1 1) 1200 F, LU- F i I I yx` /`. _ I g} I I ,I I I I ! 11 � � i ! ,� I -._.... i i i j 'I 1 I• I '� .<`{{}x'*�)j X a , I i �i 1 -- V- 1. ._ -.._� ' I ' I I i I i I , ,;i i t i + I I I 1 i "--'_€ i' t ( I .:r•YY�1::` _1}- ! F i .� ..,.�..,— .�_...+ .,.. I 1 , ,I 1 1 - I i 1i; . 111 111 j 1 ' i :�. _ ( ! I , I ( I. I , f� ; I 4 , I I ,� I I ►, I -� I _ I I; i 1 xx', 6OO I x � �� � � • �.�_—. _ £� __ ._ ____._ :-�_ _._-�-_ _.. .... r +i f J I �f ► fI '� / 1p�' ! 1 \ t1 84 i 1 3-5' 51, 1 , rs x SOE ® , t- .•��; 2' t� ;: ' �_� - -i � }. 4 ►{ ! ; �% ' I1II � ' �+ 1 � I i � � rt I f • . I' j i Ft.� i i 1� I ► �'__ I ! I' 1 1 2-4 114 I , I I �'. � tl `�'1 .-.._ i ,- • f, , ! w , , I , I I I I 1 , DEPARTM T STORE #2 , 1 + 1 !! - - - - - --- ] j – ! ! I I ! ! i E j ! 1 I 1 i67!BJ ' it 'i € ij� I I ILIA{i1 �. 1 II E I� 1 !f ! DEPARTMENT STORE #1 -. l _ - ' i , r } � 2 L�.�'{ ELS ' 'II I L..EVELS �, r-.+-ss-is4-gr • F , + I 11 I 108 S 11 C r_:S e/� 1� !w I i i I i jf t ' 1 i 1 5� 2 1 ' h I i ? Fx/� ?7 '�x✓t C X ' C' — €` 2-4 ' x 1 , Y. Y f it •, }k. kv'�YY � 3 t 55 • - BOX 2-3 232I1Xx PULLBOX TO SLAB C SEE SHEET 5 �, x�`( I i ► i jk� ; xy ?I I 1 I i i € I .,x �� II �j �' �3' X � x Nil, I>:� �� x � � i k �� , €� I I i i � j � I I �. � ; , . ,' '� � � ;y .t i I '�I f. .+ € f I 1 I RCE 0039 ,.i�=>:' € I w, � k���v � , , 1 ,;I { , i € , I if , ! � I i! ; �x 1 ; I ! r I II N € h� K 1 .x X'Ix > r { jj I , , i , I� i ! /_ , YE" � I,l i; I I i! x " lf^ 'F� = .. --' - --- •- ---� �.� 1 ;; ►1 1 i I f f ( ! 1 `. 1 ' .�.- i' !i ' ,, !�,' I I=f€ L,•. i f I °''.- 'C 4. ,< •<, I I + { . f ' i 2} I ,� .•. Pill__.._],•_ '! k ;�� i i I j CE 0042 ! „ L x 1 ; i ; it ,►, f 1 ,r f ;; ' ,� � . , .t '�' �; ';'., ; ,l �,' � �� ';I€' � XyE ��� � - � - I; � 'X,D soil - - ,. � � 8 SLAB { i i f f � , ! I 1 f i ! } , _t _ _e'�- ''I 1 I ,, i ,`'� I. ,i ,; a`• ', I i j ' ' � ill � I i ____ 1, �`± -{ ., � ' I I I'; , I ' I t� I ! I r ;� ;,r c- I I yr i � °�v'�' �Y•;�j-�\ )r �YX., t: i 1. , ,I� j _i, I J,Y/�� iT I li jl %! ' Lj I is • >> >> RCE 0000 3 5 1 5• MATCHLINE C SEE SHEET 5 _ 9 MEMO 5'x8'6'x5' SOE 1 5 SOE TO SOE RCE 0038 1 Mm MEMO SEE SHEET 5 RUN 9 ' S' 2'6'x4'x3'6' PULLBOX SOE TO PUUDOX HAEMO BARRIER POSTS SEE SHEET 5 SOE TO PAD REOUIRED RUN 11 SEE SHEET 5 � RUN 10 SHEET 6 x RUN 15 FES / 16160 1f CITY OF RANCHO CU CAM ON GA DFCA 1.� APPROVED BY.- .// WILLIAM J. 0' IL R.C.E.24 53 CITY ENGINEER A E NO. DATE REVISIONS CK. B , BUTSKO VICTORIA GARDENS . FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION SCALE I"= 50' PLOT DATE: DESIGN BY: Batsko Utility Design Inc. DRAWN BY:cHms BEEMAN 08/26/03 JOB No.: 03-0001S SHEET 7 OF 1 0 RCE 0053 WX 10' SLAB BOX 3 5* 1 fl5* 457 5. 425. SOE TO SOE Sm TO SIM wx MATCHLINE G SEE SHEET 10 3-5" 1 40 1200 1200 RCE 0049 !711 �4 S'XlO' SLAB BOX 177 1 1 5 3-50 -4- Wx- i I 11 12711 1 1 1 4 RCE 0050 BLDG. 38008 2.1 B*xlO' SLAB BOX 1 5" '2 7 Jo 4r T-- 42 L 581 SPACES PA(I's 1 II 400 r I T -,J, I M R E LL1 00t.K ,IT 7 7K P 4 ,jill 20 1200 RICE 0048 1 -T- I - I t- f I 5'xB'6'x5' SOE I CD Tl ► Q ' .. : _ 'rt-''''--a! .t ;Y �a f l ` ( 4 ' - _ ( J BDG. 17dO 1 3-5- 2 1 Cr 2-3w 252* RCE 0052 3000 _ � - f f f 1 , 4� 4 i f 8'00' SLAB Box I + I J). b J- Ld .1 1 M M fill T , I 1 12 3' 1 Nv.". T U) _. j- SCC` 27 DEPARTMENT STORE #3 12 13 2 LEVELS 11 rju A, LLJ , ; � i a.>...s ..— ( I I { j } I , j I I ! i { I , , j � r BLDG. I hOO FA RCE 0051 ► 1 1 1 121i I I I I I I / , �'//,/ /� C) WX8,6" SLAB BOX RCE 0047 -4 $'XIO' SLAB BOX J 4 TfIl U ► 0E . ISI I E ' � I � I � � tI t 2-3* 35' LILJ fl t cAMP L ®}d a, 171 800 -146 SPACES 400 I of, -103 -------- - hiy pp fil 9 4d L x x X x I'd I I 3 5* UtEMOJ 14 SIDE TO SOE SEE SHEET 6 i P, RUN 17III 'SOE TO SLAB 9= r SEE SHEET 6 x, x Ell! 7 7 -Btf),G. 5500 i� 7 E X/ -------- -5a r 3 17Ir 800 > X MATCHLINE D SEE SHEET 6 MElAAO SOE TO SLAB BOX SEE SHEET 6 RUN 28 Lu E 161$0 CITY OF RANCHO CUCAM ONGA CA APPROVED BY.- WILLIAM J O'bltIL'-`R.C.E.24953 CIrY ENGINEER ATE NO. DATE REVISIONS CK B BUTSKO VICTORIA GARDENS FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM SCALE 1"= 50' FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0001S SHEET 8 OF 10 DESIGN BY: Butsjo UtRity Do** Wtc. CHMS BEEMAN 08/26/03 i C�70 42 S To `II I "G„ PICK—UP POINT PICK—UP POINT "F" i I I EXIST 1-5 PME TO CAP { I I EXIST 6-5" VAULT TO CAP Ak -- - _ _ 1 L20 2 1-U t 1_l 3 + 1�JrA+t �1 X-!'. t3 �7 L ilei 1� 137 130 139 140 1 0 134 __._......_....,,__._..__.___ __._.___...� _ -�._ .,..-. ..._.,. ..._....... ...._. ... } ... .._...______ .._ �' -. -�— ..:'..�:...::.::._— _-- .:.._.�::e..._:�.. .. ...� - `,� / i� Y.a7w. �' 'r�—•p„ ...x.«w..++.,,....,.wL.6.ew...,.,,,.r...e»,.�.x«+«.»•. �__ .♦+}-..»_. .,--.. .......Katie.,s...w.e.,....,.....w.,,.+....,....w.,iri.em..w,a..,<.»....«...,,w..«......w.....st.w.,.,+,.M.«. ,.«e«.,..,.M.,,.:>dnr....«.,.. ". r t� .I• ar. .`~`.•,..__ li.,' ,' RCE 0000 I - – - I s 5" 5'x10'8"x7' VAULT I r -c 1 _:: P.U.PT G TO PME t I RCE 0057 , 5'X10'8"X7' PME-10CL . 1 5 a� 9 i .U.PT"F" TO SLAB BOK - x " 1600 306' 5 —! I-- ` I —b 155 I >„ RCE 0058 " ��` _.•�. _ t_ _ - I SOE TO PME 1[r 1r - j � 10"'X`1�2' SLABBOX Tl �� �� T�� wANCHO C� C �M H A CU fw 3 GRADE ONLy w iT PARKING STRUCTURE _ ,INI6. I � .� i MASS GRADE ONLYv-- - , , I I MA cl GRADE � I - _ �. I I RCE 0056 O 8•x10 SLABBOX O _ _ .., ., , � ;.• I : I 146' + RCE 0055 =.- 1 I5x8'6"x5' SOE 4-5" 84 , S©E TO SLAB BOX 2-3" 220' 4- 00 - i I ' " ' { \. .,c-�'=r ..-•r_.r-<�a•:c"�.a ., .• y.r-��"`..�[S 4"Yl �s-Y'" ml SERVICE i t rrTr r - _ 3-4" 287' � 1800 �. _ E W 2-4" 256' r I l boa f fl —FOOD HALL. t BLDG. 30001, I .I LiI + 30 BLDG. 3000 35 - J I 204' SOE TO SOE B . , I - --- --- —-- - a►, e, _ ' ,�.e,.. - •_"- ..._. ,.... -- ._. o" , I �x •--'--- ---cr -L ---� •pC�,J- - i Y'- J- - I 1 .. i• �_... .._ �-� �3^�P-�V ACES i t �r 2�, 2r - _ Ebli+ :t.-kid -ll i r-- dig: 1}-c f- r---t4--- 2,. - _..__— 14 '> Pr] I S _ `?,i..�i.S z,-1 f-(;-��S __. _. -1 — + - — 139 1t— � � - � � Ti� iv� 'e" - _. ._ ..• .. �, ten.,: IF ('kms-+ " - r _._. _ ^' _ �� ..a- �__._ _:�•,, .,. rl- __._._ _____ .._....._. ._...... ..._._. ._._._ ,...._.___...—_ -_____. � + :a � _ -• T `�- y,� •, _ DRt�F'OFF ► ten., , /'.r f^r:•''-_ _-' .�•7•- ri'�` ,�''��r_.... __ - �.`�_=.. - - ..-- -_ __ _ � •-•-- � _ _ ...._ ._..-__ _ _. _.... :��...� _ rz vr_~- J� �5 _ DRC7 QFI: -IV -- -- t' \ rte•- --} -! ------1�-1y_........._.._....._ ._.__ ..__.._...___.-_..._ __-----___._.. ...._ ___ --. __._-__._.__---- -•--,__. .,. T ..- ------ -- - ...._.._ .._....._ ._-._. -_ �,; .,..«...,.,........? ..-...._.�....__. - _..___._._._._.. ....__...._....... .-...,...-.. °. .._ - - -�_.. __ _ r,�;...� ! _ A A ��_'____' --- --p....._ ��m�:....•-=c= I u .__r �...__. �1•-�., I^ - (F°j---•--ec'—ra �a.-._ '�=JP� �'...�... /.... •�` ..:i _ `,,. �{� ��"�----�':-�....,.. I I , I� A �._-____•.. , � IBJ 1+ 'C..'.-`.'.. � ' .It �. 7(y�i[ , Y`1' ,_.,GJ'` "i r! �° Y <(, . RC , 054 ;I r n, 5 x8 x5 SOE B n I �\ I I __ ;r, _ _r. , . -� r � Y`` ` ��� �'�`� , � ,�'1�. } X,`,�,`•�`r�•�• � 1 � �1 � g I ]I r �7 BLDG -�__ � r :'; � .. I r I � '�'`' .�< '`>% '! '�`��, � �:�,:ri�y�`•��:.Y., y�`'� t '1 4 , 0 I 1i ( A;,A°�....�.' BLDG. 3200A I + _ ' ' �� \�� fi` .` �y '... ��•�� , ,� Y' � t Y,75:' v '��•� ''' �(i' ���rti' l� � �i I ,� � 1 3 �5 � � w r{ I f51 �14x7 i4l t 81 15! I I . ,•i ,� �. ,� 1 2-4 191 I 1 f � I • �• �, � � � � ,�\C '•� C 'C >'` � ` .� I .....,�,.�..a. a.m, ' ky, ` ``, SOE TO �0� ; 6 oa r r (y�( w .� , ti ✓ I SEE SHE - + _.___•- y�y! ' , {� , �:�c ��,>C �:?!'�,�} � � . �;��,•.c '�� �'`�� .�... , .RUN 21 I MATCHLINE E SEE SHEET 7 .r Lu � E16160 1 ��� CITY OF RANCHO CUCAMONGA cn�F��CC.f�`GRv tiQ' •.. . . APPROVED BY.• , WILLIA J. OMEICRAfE.24953 l ENGINEER TE NO. DATE REVISIONS CK. B BUTSKU VICTORIA GARDENS UTILITY • DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM SCALE 1"= 50' FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-000is SHEET 9 of 10 DESIGN BY: Buteko Utility Design Inc. DRAWN BY: CHRIS BEEMAN 08/26/03 C LQ c14 0 03 � OE TO SLAB BOX GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS Unless otherwise specified on the working drawfng which forms a part of the specification, the Contractor/Developer BASELINE RD GENERAL NOTES FOR STREET LIGHTING LAYOUT 1.UNLESS OTHERWISE NOTED ALL WORK SWi1L BE DONE IN ACCORDANCE stall furnish the following items at no cost to the city of Rancho Cucamonga. WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTI N CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS PUBLISHED BY The engineer has attempted to correctly show all existing utilities and substructures No. CONDUIT REo'D.-� �-SIZE OF CONDUIT1. CONTRACTOR TO REFER TO THE CIN OF RAOJCHO CUCAMONGA FINAL STREET LIGHT LAYOUT FOR BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA. in the vicinity of the work, but does not guarantee there ore no other substructures In the area. APPROVED STREET LIGHT SIZES AND LOCATIONS. AND APPROPRIATE STANDARD DRAWINGS. Failure of the engineer to show all substructures in their correct location will not be a basis for a claim for extra work f-LENGTH OF 1RENCN RUN NO.JOB SITE 2. A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10' ONLY TO AVOID AN OBSTRUCTION 2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT and the contractor shall be resposible for all damages to substructures whether shown or not. SUCH AS A DRIVEWAY, CATCH BASIN ETC. ANY DEVIATION EXCEEDING 10' SHALL HAVE PRIOR FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT APPROVAL OF THE CITY OF RANCHO CUCAMONGA. 909-477-2740 x4018TRENCH TYPE of FACILITY _ 3. A REVISED STREET LIGHTING LAYOUT SHALL BE REQUESTED FOR ANY CHANGES IN THE MAPS 3. ALL WORK COVERED BY THIS PUN SHALL BE INSPECTED BY THE CITY (CIC OR DO.) T SUCH AS STREET ALIGNMENT, LOT PARCEL SIZES, BOUNDARIES, ETC. ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS 1. CONDUIT: / IN ADVANCE AT 909-477-2740 x4018 / 4. ON STREET WHERE SIDEWALKS ARE FIVE FEET OR LESS IN WIDTH AND ARE ADJACENT TO THE o. Minimum cover in street or parkway is 30" below gutter grade, grad unless rated otherwise. RUN No. "'aTM � CURB, THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED 4.48-HOURS PRIOR TO ANY WORK TH CONTRACTOR SHALL CALL b. Minimum cover on private property is 30' below finished grade, unless noted otherwise. �� THE UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN c. Contractor is to furnish and install approved conduit to City specifications per UGS-100.1, 110 AND 120. OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED. / AN INQUIRY IDENTIFICATION NUMBER. d. For the type of conduit for this job, see City specifications. STRUCTURE CHURCH ST 5. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE STATION UNLESS OTHERWISE SPECIFIED. 5. ALL MANHOLES SWILL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE f. Cap oN malnlMe conduits and service conduits per City spedficotiorn. WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, Pk4Pe, SOE's & oN cap location, STA. S. ALL STREET LIGHT WIRING SHALL BE UNDERGROUND. WORKS CONSTRUCTION.Y per City specifications. stet -STATION twisted. 7, EXISTING STREET LIGHTING SYSTEM SHALL REMAIN IN OPERATION DURING ANY MODIFICATION. 6.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND h. or Instt pull rope in all conduit runs. Pull rope to be 3/16" polypropylene or polyethylene rope, braided ANY PROPOSED TEMPORARY STREET LIGHTING SYSTEM MUST BE APPROVED BY THE IMPROVEMENTS AS PER SECTION 5-1, 5-2 AND 7-9 OF THE STANDARD STREET LIGHT CITY OF RANCHO CUCAMONGA SPECIFICATIONS FOR PUBLIC WORKS c6NSTRUCTION. 1. NI conduit must be mandreffed with a City approved mandrell. ECT /�' 7. IT SHALL THE RESPONSIBILITY OF SHOWN THE CONTRACTOR NOT TO PROTALLL 2. CONDUIT RADIUS REQUIREMENTS: f-slzE or CONDUIT NO. OF CONDUIT REOb. 6F- IN ' THEM FROM DAMAGE. 111E CONTRACTOR Sf1ALL BEAR THE TONAL EXPENSE o: The minimum radius for bends arc: LENOTH aF CONDUt Rl1N OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS 36" for conduits 3' 1n diameter or smaller RVN NO.-��a CONNECTION WiTH THE PROSECUTION OF THE WORK. 48" for conduits V and 5' in diameter d N. MAIN 60" for 6' diameter oil conduit b: The minimum radius for oil sweeps of all mainline conduits is 12'-6" (unless rated otherwise). STREET LIGHT TRENCH U 3. EXCAVATION AND BACKFILL: a. Work area shall los cleared ored and rough graded to within four Incof final grade prior to Installation of TYPE OF FACILITY Q City conduit or structures. tENGTII OF ADDTTMAL C>a W zS. MAIN Z b. All excavations shall be In accordance with the California State Construction Safety Orders (when applicable), -_/ �--TRErrcH REa'D. E y U W RUN N0. � W a W City specifications, and all governing local ordinances. M W UTILITY OWNERS. c. Each trench to be a uniform depth below final grade prior to installation of City conduit or structures. W W U Z 3 d. Sockfill shall be provided by the Contractor for all excavations and shah include crushed rock, concrete, STREET LIGHT 'x a mO Y ROBERT LEMON and/or imported bockfill, when required. STATION U U VERSAILLES CITY OF RANCHO CUCAMONGA e. Backfill with a MINIMUM of one sock per yard sand cement slurry around and over you" Grid manholes STA. NCH 905 477-127 ENTER DR and around PMH's within one foot of finished grade. O RAO CUCAMONGA, CA 91729 f. Backfill, per Agency specifications, shall immediately (allow substructure installation. At no time � STATIM NUMBER 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. A CTORIA GARD S LN Native backfill capable of passing through a one-half inch mesh screen shall be considered to be 'rock fres". If existing backfill does not pass through a 1/2" screen, place imported send 3" below and 12' above City N0. CONDUIT REO'D. f-91 OF CONDUIT ,q�l cables. After this point, no rocks larger than 12' diameter are permitted. _ _ DENOTES CONDUIT RU14 CONTINUATION �j h. AII backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed REFERENCE RUN NO. MEMO MI FOR CONSTRUCTION INFORMATION in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or FOOTHIL BLVD structures. STREET UGHT Q 4. PAVING: Repaving, whoa required, shall be placed In such a manner that Interference with traffic, including NO, OF �D( S7ZE OF CONDUIT pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptableCONDUIT REgD. to the Munici al Coun or other authori havin urisdiction and which is occe able to Cit . MEMO NOTES CONDUIT RUN CONTINUATION Municipality, County, authority 9 1 P Y REFERENCE RUN No. -� FOR CONSTRUCTION INFORMATION 5. STRUCTURES: �¢ a. AII substructures shall be constructed or installed to City specifications. STREET UCHT O T W b. Install protection barriers when required in areas exposed to traffic, per City Inspector. STATION c. AII conduit lines and concrete floored substructures shall be water tight. STA. d. All grounding materials shall be fumished and installed by the Contractor. STATION NUMKR O� e. Contractor to provide substructure enclosure wall details to City Inspector for opprovol prior to installation.6. RETAINING WALLS: When required, retaining woos 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 of a distance of 5 feet from the some, ARROW RD or in areas subject to a »ion. Design and Installation must comply with local building ordinances. Refer to City Inspector for typical space requirements. 7. PERMITS: AN permits necessary for excavation shall be provided by the Contractor. 8. ACCESS: 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. FULL ENCASEMENT IS REQUIRED FOR 9. SERVICES: ALL MAINLINE (DISTRIBUTION) CONDUITS. a. Meters and services shall comply with City Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by Beal Inspection Authorities. 10. LOCATION: a. The location of excavations and structures for City sholl be as shown on the workb g dra". No deviation from the planned locations will be permitted unless approved by the City Inspector. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the -E- Fr3r.. EtECTRIC LINK Contractor. -SL- EXIST STREET LK44T ELEff UNE -$- EXIST. TRArrIC SIGNAL ELECT. LAK 11. Contractor is to verify location and widths of all sidewalks orad dAveweys prior to street light Installation. -TL- EXIST. TRAFFIC LOOP ELECT. UNE With the approved street improvement plans, approved street light plans and the actual field conditions, r- EXIST TEL LAK 0- EXIST cls ONE 12. SURVEY: -w- EXIST WWTER LMC Surveying of street improvements shall be performed by contractor, property comers, lot Imes, finished quoits, etc., necessary for the -PIN- EXIST PRNATE OWNED INITER LINE installation of underground facilities must be completed and markers or stakes placed prior to the start of the in- stollation. In addition, Contractor shall maintain the markers during the installation and Inspection by -So-- EXIST. STORM MIN LAE Agency. Grade and property One stakes must show any offset measurements. -s-EXIST, SEWER LATE 13. COORDINATION AND SUPERVISION: The Contractor shall provide supervision over and coordination among the various conbacle, working within the devefooment In order to prevent damage to City focfifties. He is responsible for the cost of repairs, re- placement, relocation, or other corrections to City facilities mode 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 compony and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 16. WARRANTY: Contractor expressly represent and worant that all work performed and all material used in meeting Conti-actor's obligations herein are free from defects in workmanship and ore in conformity with Agency requirements. This warranty shall commence upon receipt by Contractor of City's final acceptance and shall expire one year from that date. Contractor agrees to promptly correct to the City's satisfaction and that of any governmental agency having jurisdiction and at Contractors expense any breach of this warranty which may become apparent through Inspection or operation of underground electric system by City during this warranty period. 17. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction Is required from the contractor to the City of Rancho Cucamonga. Phone:909-477-2740 0018 SAMPLE OF VENDORS: 18. AS-f3UCont Contractor responsible to maintain os-twtlt drawings which are to be updated doily. Contractors shall keep and maintain two copies of the as-builts. One set is for the contractor CONCRETE PRODUCTS and the second set Is for the City nspec or. Precast concrete Item complete with necking,cover,ond inserts may be obtained from any of the following approved manu-facturers. JENSEN PRECAST 14221 Son Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Callf. 92335 Phone: (909) 350-2675 (909) 428-3700 DETAIL "C" D E TA I L 'B' GUTTER GRADE GRADE GUTTER I! SA I' 'may) C.A.B.C,A.B. i j j St / (PARKWAY AREAS- NATIVE / /. BACKFILL ACCEPTABLE) DETAIL "'A' / ��,,>�. C.A.B. � Y �r k T (PARKWAY AREAS- NATIVE C/ / GUTTER GRADE ? �-% BACKFILL ACCEPTABLE) // UJ E 16t6O �1 _ Far UNDERGROUND SERVICE ALERT 9� CTR1�v P CITY 0 i� A N C H 0 C U C A M 0 f�i U A V. % � �� `�� 1F P 3. 1 800 227-2600 c.A j / (PAR.s,KWAY AREAS- NATIVE 3• /�f3• APTROVED •pY: BACKFILL ACCEPTABLE) 11 Call USA For Underground Locating �� h - T _ �-COMMUNICATIONS2 "Ing Days Before You Dig W L!AM J. 0 NEIL R. .24953 CITY ENGINEER OA 7 0 3' I T` -� 1 f COMMUNICATIONS I r SAND H DE NO. DATE REVISIONS CK. B 1tAt { CULTURAL CENTER DRIVE BACKBONE r SAND SHADE 0_1Q.t CONCRETE ENCASEMENT BUTSKO FORDUIT SINGLE❑CONDLD UIT CEAITERED f CONCRETE ENCASEMENT � E -- - 7APPLICATILINS. I E -�-1' SAND SAND - E rytr UTILITY DESIGN, INC . ELECTRICAL DISTRIBUTION SHADE -1-1' SAND 4 1' SAND CUSHION CUSHION CUSHION FINAL SYSTEM 12 KV TYPICAL CUNDUT BANK Sf .CTlON TYPICAL CC7NDU LANK �ECTIL7N TYPICAL CGNDUI HANK SECTIUN SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION C❑NDUIT FOR CONSTRUCTION SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTI❑N FOR SIMILAR CONSTRUCTION FOR FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS PLOT DATE: JOB NO.: 003 SHEET 1 OF DESIGN BY: Buteko Utility Design Inc. DRAWN BY:CHRIS BEEMAN 07/30 2 CONDUITS MAX. 2 CONDUITS MAX. -0003S 3 /03 OF STREET LIGHT CONDUIT RCE H059 RCE H061 RCE H063 RCE H065 RCE H067 RCE H069 RCE H071 RCE H073 24 13'x24"x24" CONCRETE 13"x24"x24' CONCRETE 13"x24"x24' CONCRETE 13'x24"x24" CONCRETE 13"x24x24" CONCRETE 13"x24'x24" CONCRETE 13'x24'x24' CONCRETE 13'x24 4W BA' CONCRETE 3- 4W BAR 3- 4W BAR 3- 4W BAR 3- 4W BAR 3- 4W BAR 3- 4W BAR 3- 4W BAR 3- 4W BAR 1 1 1 7 TW7 11 1 1 1 bil 27 12' 31 12' 35 12' 39 12' 43 12' 47 12' 51 12' 55 12' HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL D HH TO SL RCE SL RCE SL RCE SL RCE SL RCE SL RCE SL RCE SL RCE SL " " 6 1 3" 1 3' 1 3" 1 3" 1 3" 1 3' 1 3' PICK—UP POINT A 29 106' 33 109' 37 116' 41 100' 45 78' 49 111' S3 fl ' EXIST 3-5" VAULT TO CAP HH TO HH HH TO HH HH TO HH HH TO HH HH TO HH HH TO HH HH TO HH 2 5' ro w W i + + FTF59 U u , + + �' °+ °�° + MEMO v Io I ° co 655 i t ro +o o `" `0 SEE BELOW S SCAP M CAP - -- --'- o - - v I 8 I P.U. PT TO CAP r I j' c I' 31 132 133 134 ~ f r h (v� 'I - �lY'.- -'1 1( i 120 121- 130 _----— -- ------ - �.- +F - — — - ! - I -- -_ —. o - _ -- - — - - - - -— — — - 1 -----T - - - - - - - ---L - - - — _ 77 RCE 0000 , - - -- — -- - —� - - - --- - - -- -- ----- 1 I _ — 41b b. 5'x10'6"x7' PME-10CL j ' ' iii '�• - ___ _ __ - __ _._ ___..w._ F. I ! + A l! I I 1 i ! I! 11� r i. i r i I 1 + l N I i -1. _ I._ •.A r I 40 76 44 i 1 3 II 1 jj ; r ._ ,• I HH TO HHj HH TO HH HH TO HH HH TO H � I!• III I r I ; I r �r �'F � 5z 1 3' HH TO HH HH TO HH 46 RCE SL RCE H060 RCE SL RCE SL RCE H066 7e' 13•x24'x24' CONCRETE 13•x24•x24" CONCRETE RCE SL RCE SL 3— 4W BAR 3— 4W BAR HH TO HH 1 1 1 1 1 1 1 1 26 12' 30 12 34 12' 38 12' 42 12' 1 1 1 54 12' 58 12' HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL RCE H058 RCE SL RCE H062 RCE H064 RCE SL RCE H070 RCE H072 13'x24'x24" CONCRETE 13"x24"x24" CONCRETE 13"x24'x24" CONCRETE 3- 4W BAR 3- 4W BAR 3- 4W BAR 13"x24"x24' CONCRETE 13"x24"x24" CONCRETE PICK—UP POINT "B" 3- 4W BAR 3- 4W BAR EXIST 6-5" VAULT TO CAP RCE SL 1 3. 1 48 128' 50 12' PME TO HH HH TO SL RCE H068 13"x24"x24" CONCRETE EXIST 3- 4W BAR RCE 0056 5'x10'6"x7' PME SCALE 1'— 50 Lu E wd CITY OF RANCHO CUCAMONGA HALL BE 32 APPR V Q BY. ALL STREETLIGHT STANDARDS SLOA h & � ALL STREETLIGHT HEADS SHALL B E WILLIAM J. 0 NEIL R.C.E. 4953 Cl TY ENGINEER DATE NO. DATE REVISIONS CK. B CULTURAL CENTER DRIVE BACKBONE 416000 HIGH PRESSURE SODIUM VAPOR UTSKO COBRA- HEAD , REGULAR CUT - OFF .Y3 FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0003S SHEET 2 OF 3 DESIGN BY: %tsko Utnity DavIgn Inc. DRAWN BY:CHRIS REEMAN 07/30/03 D RCE H077 RCE M079 RCE H081 ------- I �z` RCE H075 13"X24"x24" CONCRETE 13"x24"x24" CONCRETE 13"%24"X24" CONCRETE 3"x2N"x2�4" CONCRETE 3— 4W BAR 3— 4W BAR 3— 4w BAR I rH 1 HH TO HH59 83 12' 71 12 12' i 3" RCE SL _ RCE SL HH TO SL HH TO SL L HH TO SL 78 75' D RCE SL RCE SL RCE SL _ HH TO HH 93 12' `' e2 121 1 - ' RCE SL HH TO S HH TO SL RCE H089 RCE 44" C 1 3" 1 3" 1 3" �� >> *12-7 13"x24"x24" CONCRETE 13"x24"x24" CONCRETE 105+' 85 110 N g E E RIGHT 3— 4W BAR ,3+�r_.. u ,- IC HH TO HH HH TO HH HH TO HH 11013" ro 7 i HH TO SL 1 3» 1 3 RCE SL �,} RCE SL ���� r2 N ro 89 �7j' RICE H— 91 102 �1 �1 toe + .}. .j. I [ ... N .A 11 00 13"44"44" CONCRETE 1 1 8 g 4 HH TO HH , b 3— 4w OAR — 1An 1 ' HTO HH H 70 H 1 ' HH T SL ' HH TO SL D - - - _ _ _ t I RCE Ho90 _1�1.I1�iLLC; _ _ a3� _ P = �-- -- RCE H087 — _ �:>✓�:s� >�o _ _ `�"-�-� :� I _' �: � " » ' ' 13"x24"x24" CONCRETE _ �.___ _ _ _ - _ _ ._^___ _ . _ -►-- ---_- _ - _ �. - 13 x24 x24 CONC ETE + 3 4W BAR 3- 4W BAR + ' + RCE SL _ _ __ _...___ -..•.__ _ - - 4 ., - RCE SL )i tlCE �< �, o HTO HH �' � ; HH TO H X11 -- - --- -- -- +• - u 1 3" - - - MHT SL E �. p HH 70 SL ( � , I 'v ,•� RCE H088 ^� .I RCE H085 / . 13"x24"x24' CONCRETE 1 NC ETE 3— 4W HM TO HH 13"x24"X24" CO 3- 4W BAR �, G+72. BAR _ I (—�—� _ 84 81 713-7 74 775' b+AQ F - 1 3" HH TO HH HH TO HH 74 130' m eo 12e' HH TO HH CAP�e v RCE SL RCE SL 1 t 5" HH TO HH RCE H082 96 I e 98' 1 1 i HH TO HH RCE HO74 74 141' 3—x44 gA CONCRETE 1 ' 84 12' of 3_44*444" CONCRETE CAP TO CAP RCE SL et 1 HH TO HH HH TO H NE SL RCE SL HH T SL HH TO SL 4W BAR RC 1 t I 5" i 1 t 1 t 75 12' RCE HO83 RCE H086 74 " 82 12' 1 1 1 73 12' 13"x24"x24" CONIC ETE ~' + 3— 4W BAR 13"x24"x24" CONCRETE In ABUVE HH 70 SL 88 12' 7D 1x HH TO SL FIM TO SL 3— 4w BAR + RCE SL HH To SL HH TO SL RCE H080 RCE H07 RCE H078 13x24x2RCE SL" " 4" CONCRETE MATCHINE B SELEFT 3- 4W BAR 13744"x24" CONCRETE 133x24"x24" CONCRETE 3- 4W BAR BAR f 1a !/fir . SCALE 1"= 50' lu 2 i 16160 CITY OF RANCHO CU CAM ON GA�..� APPR 012LZ�l 4w' �r(ti 1 M J. O'NEIL R,C. .24953 CITY ENGINEER DATE MI i STANDARDS SHALL B E 3 � ' ANDAR N0. DATE REVISIONS CK e CULTURAL CENTER DRIVE BACKBONE. ALL STREETLIGHT ST / BUT. SKU ALL STREETLIGHT HEADS SHALL BE UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION 16000 HIGH PRESSURE SODIUM VAPOR FINAL SYSTEM i FOR CONSTRUCTION COBRA-- HEAD , REGULAR CUT -- Oh PLOT DATE: JOB No.: 03-0003s SHEET 3 OF 3 DESIGN BY:.Buteko Utility Design Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS BASELINE RD Unless otherwise specified on the working droving which forma a part of the specification, the Contraetor/Devetoper GENERAL NOTES FOR STREET LIGHTING LAYOUT 1.UNLESS OTHERWISE NOTED ALL WORK SMALL BE DONE ft ACCORDANCE shall furnish the following items at no cost to the City of Rancho Cucamonga. WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, The engineer has attempted to correctly show oil existing utilities and substructures CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS PUBLISHED BY in the vicinit of the work, but does not uarantee there ore no other substructures in the area. No. CONDUIT REOD.-� -97EoIA OF CONT 1. CONTRACTOR TO REFER TO THE CITY OF RANCHO CUCAMONGA FINAL STREET LIGHT LAYOUT FOR BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STAEET, ANAHEIM CA. y 9 / APPROVED STREET LIGHT SIZES AND LOCATIONS. AND APPROPRIATE STANDARD DRAWINGS. Foilure of the engineer to show all substructures in their correct location will not be a basis for a claim for extra work, f-tJ<NGTH OF TRENCH 2. ALIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10ONLY TO AVOID AN OBSTRUCTION and the contractor shall be resposible for all damages to substructures whether shown or not SUCH AS A DRIVEWAY, CATCH BASIN ETC. ANY DEVIATION EXCEEDING 10' SHALL HAVE PRIOR 2• PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT APPROVAL OF THE CITY OF RANCHO CUCAMONGA. FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT 909-477-2740 x4018 TRENCH / 3. A REVISED STREET LIGHTING LAYOUT SHALL BE REQUESTED FOR ANY CHANGES IN THE MAPS 3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CiTY 1. CONDUIT: (ac art OB.) TYPE OF FACILITY - SUCH AS STREET ALIGNMENT, LOT OR PARCEL SIZES, BOUNDARIES, ETC. ENGINEER. REQUEST FOR INSPECTION SERVICE SWILL BE MADE 24-HOURS IN ADVANCE AT 909-477-2740 x4018 a. Minimum cover in street or porkwoy is 30" below gutter grade, unless noted otherwise. OF TRENCH 4. ON STREET WHERE SIDEWALKS ARE FIVE FEET OR LESS IN WIDTH AND ARE ADJACENT TO THE b. Minimum cover on private property is 30' below finished grade, unless noted otherwise. RUN No. BOTH CURB, THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED 4.48-HOURS PRIOR TO Al.,' WORK, THE CONTRACTOR SHALL CALL c. Contractor is to furnish and install approved conduit to City specifications per UGS-100.1, 110 AND 120. OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED. THE UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN d. For the type of conduit for this job, see City specifications. AN INQUIRY IDENTIFICATION NUMBER. STRUCTURE CHURCH 1 5. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACEsTATlai UNLESS OTHERWISE SPECIFIED. 5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE f. Cop all mainline conduits and service conduits per City specifications. WIT}i SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC g. Install blank conduit plugs in all conduits terminatirg into Vaults, Manhole's, PMH's, SOE's & all cop locations, STA, 6. ALL STREET LIGHT WIRING SHALL BE UNDERGROUND. WORKS CONSTRUCTION. per City specifications. WW __0_ -3TATION NUMBER h. Install pull rope in all conduit runs. Pull rope to be 3/16' polypropylene or polyethylene rope, braided 7. EXISTING STREET LIGHTING SYSTEM SHALL REMAIN IN OPERATION DURING ANY MODIFICATION. 6.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND or twisted. 0 ANY PROPOSED TEMPORARY STREET LIGHTING SYSTEM MUST BE APPROVED BY THE IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD i. All conduit must be mondrelled with o City approved mandrell. STREET LIGHT m CITY OF RANCHO CUCAMONGA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. W 7. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL 2. CONDUIT RADIUS REQUIREMENTS: fSZE OF CONDUIT W CULTURAL a CENTER DRIVE NO. OF CONDUIT REO•D. UTILITIES OF EVERY NATURE, N1IETHER SHOWN HEREON OR NOT TO PROTECT o: The minimum radius for Denis oro: THEM FROM DAMAGE. THE CONTRACTOR SttALL BEAR THE TOTAL EXPENSE 36' for conduits 3' in diameter or smaller OF REPAIR OR PFF"LACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS 48' for conduits 4' and 5' in diameter RUN No. LENGTH Or CONDUIT RUN N. MAIN Z IN CONNECTION nITH TI4E PROSECUTION OF THE WORK. 60' for 6' diameter conduit 6�Q � b: The minimum radius for all sweeps of all mainline conduits Is 12'-6" (unless noted othexwise). STREET LIGHT a U 3. EXCAVATION AND BACKFILL: TRENCH Q a. Work area shall be cleared and rough graded to within four inches of Final grade prior to installation of S. MAIN City conduit or structures. TYPE OF FACILrtY W W b. All excavations shall be in accordance with the California Construction Safety Orders (when opplicoble), LENGTH OF ADDITIONAL F- i U City specifications, and of governing local ordinances. �TRErICH REOV w �] ca Z 3 w c. Each trench to be a uniform depth below final grade prior to installation of City conduit or structures. RUNNO. x 0° VERSAILLES O LAJ Y UTILITY OWNERS: d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, V V ROBERT LEMON and/or Imported backfill, when required. STREET LIGHT C) CITY OF RANCHO CUCAMONGA e. Bockfill with a MINIMUM of one sock per yard sand cement slurry around and over vaults and manholes STATION (� 10500 CIVIC CENTER DR and around P16111's within one foot of finished grade. STA. RANCHO CUCAMONGA, CA 91729 f. Backfill, per Agency specifications, shall immediately follow substructure installation. At no time INN A 909-477-2740 x4018 shall cable be left exposed over 24 hours. Wf-nAnaH KtlwleErt CTORIA GARD S LN g. No rocks ore allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. / 1 Native backfill capable of passing through Done-half inch mesh screen ,hall be considered to be "rock free*. \�Q 15 If existing backfill does not pass through a 1/2' screen, place imported sand 3' below and 12' above City NO. CONDUIT REOD.-� cables. After this point, no rocks larger than 12' diameter ore permitted. �� OF CONDInT / �� h. NI backfill shall be compacted to meet or exceed local ordinances or other requirements. f shall be laced DENOTES CONDUIT RUN CONTINUATION Po ► P WERENCE RUN NO.� MEMO ~FOR CONSTRUCTION INFORMAnON FOOTHILL BLVD Q a a manner that win not damage the conduit or substructure or arrow future subsidence of the trench or structures. 4. PAVING: STREET LIGHT Z Repaving, where required, short be placed in such a manner that interference with traffic, including f-aZE OF CONDUIT pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable NO. OF CONDUIT REQ-1J. to the Municipality, County, or other authority having jurisdiction and which is occeptible to City. MEMO DEINU NOTES CONDUIT RUN CONTATION REFERENCE RUN ND. -� s�OR CONSTRUCTION INFORMATION 4 ►-+ 5. STRUCTURES: E" o. All substructures shall be constructed or inetafed to City specifications. JOB I E Q w b. Install protection barriers when required in areas exposed to traffic, per City Inspector. STREET LIGHT c. All conduit lines and concrete floored substructures shall be water tight. STATION d. All grounding materials shall be furnished and installed by the Contractor. STA. e. Contractor to provide substructure enclosure wall details to City Inspector for approval prior to installation. MW -*-STATION NUMBER O 6. RETAINING WALLS: When required, retaining walls shall be provided by the Contractor. Wafts are required wherever grade rices ARROW RD more than 18 inches above the structure or 24' above the pod surface at a distance of 5 feet from the some, or In areas subject to erosion. Design and installation must comply with loco) building ordinances. Refer to City Inspector for typical space requirements. 7. PERMITS: _zz All permits neeessoiy for excavation shalt be provided by the Contractor. a. ACCESS: Heavy truck access ahaf be naintoirred to equipment locations. Structures must be clear of of eppvrteranese that would obstruct the loading or unloading of equipment. 9. SERVICES: FULL ENCASEMENT IS REQUIRED FOR a. Meters and services 0a11 compy wfM City Services Requirements. ALL MAINLINE (DISTRIBUTION) CONDUITS. b. Wiring must be in accordance with applicable local ordinances and approved by load !I speetfon Authorities. 9. LOCATION: a. The locatlon of a teavotions and strveturse for City shot be os shown on tiro working drawing- No deviation from the planned locations wfl be permitted unless approved by the City Inspector. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the resportslblfty of the TEMPORARY OFF-SI E1T RN MY OFF-SITE Contractor. -E- oar ELEc�►Iec LINE GRADING EASEMENT V'LY RN VARIES 165' TO 147' GRADING EASEMENT _ Elm STREET Log ELE" LINE SEE PLANSEE PLAN 11. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. -T$- EMT. TT�� sxxw. ELEcr. LOW 35' VARIES 81' TO 64' VARIES 84' TO 72' �35Z' With the approved street improvement plane, approved street light plans and the actual field conditions. -TL- V"l TRArM Loop EUrT. LINE 1' 13' VARIES 68' TO 51' I VARIES 59' TO 47' 25' i 1' I -'- oast. tEt. L^r 12. SURVEY: c- Vast W UNE 14' I I Surveying of stremMal et improveents be performed by contractor, propertyfNir comers, lat Ones, shed 9rode, eete., necesso y for the ast-w- oWro UNE installation of underground facilities must be completed and markers or stakes placed prior to the start of the in- -pill- VW MArr owl m WV*LMC I I stollation. In addition, Contractor shall maintain the markers during the installation and inspection by TORM DftVh 7' 7' 12 I I Agency. Grade and property line stakes must show any offset measurements. _�� xa sEu L LINEI 10, I '� 13. COORDINATION AND SUPERVISION: 2, The Contractor shall provide supervision over and coordlnatlon among the various cont,octal weld g vithin the I devefopment in wider to prevent damage to City facilities. He is responsible for the cost of repoirs, re- 1 21 I placement, relocation, or other corrections to City facilities made necessary by his fafure to provide I ✓� I supervision or to otherwise comply with these specifiations. 2y 17� L�f7% I 14. TELEPIfONE 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 compmw t:• „ I I concerned. I 0 -J-- _ I 16. WARRANTY: --------------------------------- Contractor sxprwealy .@present and wemont that oll v xk pen tor, and of meteillo used in meeting Contractor's O O I obligations herein are free from defects in workmanship and ore in conformity with Agency requirements. This warranty Mali commence upon receipt by Contractor of City's final acceptance STREETLIGHT I 0 MANHOLE r and shall expire one year from that dote. Contractor agrees to promptly correct to the City's satisfaction HANDHOLE ( `J X10 6 X7 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 TRENCH „ DAY CREEK BLVD warranty period. SEE DETAIL A TRENCH M 17. INSPECTION:dfo„ Is required during the construction period. A 48 hour advance notice of intent to start construction TYPICAL STREET S E C T I ❑ N SEE DETAIL C is required from the contractor to the City of Rancho Cucamonga. Phone:909-477-2740 x4018 16. AS-GUILTS: ( VIEW L ❑KING NORTH) Contractor responsible to maintain ors-built drawings whish we to be updated doily. Contractors shall keep and maintain two copies of the as-buffts. One set is for the Contractor and the second set Is for the City Inspector. SAMPLE OF VENDORS: CONCRETE PRODUCTS Precast concrete Item complete with necking,eover,ond Inserts may be obtained from any of the following approved manufacturers. JENSEN FRECAST 14221 Son Bernardino Ave., Fontana, Colif. 92335 Phone: (909) 350-4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Cd)f. 92335 Phone: (909) 350-2675 (909) 428-3700 DETAIL 'C' DETAIL 'B' GUTTER GRADE GUTTER GRADE 77 s % (PARKWAY AREAS- VE A / DETAIL AN i ), c.A.B BACK ILL ACCEPTABLE) �� (PARKWAY AREAS- NATIVE ,., �. .•/,� GUTTER GRADE z / BACKFILL ACCEPTABLE) Z UNDERGROUND SERVICE ALERT _ � //i 3• -- �3- e� F CITY 0 RANCHO CUCAMONGA C.A.B. ;: , . 1 -800-227-2600 �FcrR�cP i (PARKWAY AREAS NATIVE , �OF CA1� BACKFILL ACCEPTABLE) 3 -'�! ' !�F3 �t V� FOD BY• • � I ;u i _ I For Underground Locating COMMUNICATIONS zo 2 Working Days Before You Dig WILLIAM J. 0 NEIL R. .424953 24953 CITY ENGINEER DATE ro 3' i 3' T �-COMMUNICATIONS SAND J SHADE SAND NO. DATE REVISIONS CK. B DAY CREEK BOULEVARD / - -CONCRETE ENCASEMENT CONDUIT SHOULD BE CENTERED I - = SHADE E 1 BUTSKO FOR SINGLE CONDUIT CONCRETE ENCASEMENT fJ� 1 APPLICATIONS, SANDx=1 FUTILITY DESIGN, INC. ELECTRICAL DISTRIBUTION SHADE -�1' SAND F 1 SAND CUSHION f 1' SAND CUSHION CUSHION TYPICAL C[INDUIT BANK SECTIGN TYPICAL CON �U DANK �c CT [IN TYPICAL._ CONDUIT BANK SECTION FINAL SYSTEM 12KV SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT FOR CONSTRUCTION SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS PLOT DATE: 2 CONDUITS MAX. 2 CONDUITS MAX, JOB NO.: 003-0001S SHEET 1 OF 4 OF STREET LIGHT CONDUIT DESIGN BY: Buteko Utility Design Inc. DRAWN BY:CHRIs BEEMAN 07/30/03 ��0 SEE RIGHT 42 'x" MATCHLINE---MATCHLINE A _ HH TO HH - ' _ 4 MEMO 41 EMins+rmna I -- -- RCE H034 P"�I �R:IIT I 1 ' RCE r; RCE ' 1 1 , I 13 x24 x24 CONCRETE 13`4404e CONCRETE 81 20' 60 20 3- 4W BAR HH TO hrl I I + ( I _ I -j 3- 4w MR SOE TO SL - -- 'w • I RCE H033 ' I __ I HM TO SL 13"x24"x24" CONCRETE , I I 3— 4W BAR ' 1 1 RCE SL I f t � 40 20 I RCE SL 39 I I 3, J.. I SOE TO SL HH TO SL I — �. RCE SL '�_- � ;;,•�--- RCE SL ' I r 1 3" I A�� - __ vme" -TV �t� � i _ _ "' 3s 55' I , M45' � I 4 MEMO -._.__._.-.__ ::� _ I �j 15" _ _ PME TO HH - 5' PTI�HLT — _ _ `__ F ul�.�_ X35 _ BJ_A G A R D E N S LANE I ' �_ 'I_ S . MAIN S T. 7 565' _ � VAULT TO CAP " 0009 '' r 3 94' RCE ____ .._ _ �_^._ ___-� I 5'X1O'8"x7' PME-10CL ~ = - PME TO CAP RCE 0008 59 350' ' ' '' { 5'x10'8"x7' PME-10CL HH TO HH " 4 5" I I / I I , VAULT TO VAULT 2 20' PME TO PME I I II :;;:' I + , � •- II I �,� RCE SL I I ..• 10foog.0 I I � ,_ • 1.D G ' 1 1' i tobodFUTUF + I I w I I _ II 1 3" � ,y SOE To SL RCE H042 HH TO HH I^Lz= - _ __ 38 85 4 �, i I I ` , 13"x24"x24" CONCRETE RCE SL PME TO HH RCE SL I I I I + 3- 4w BAR — RCE H032 I I . it-•-•-• 13"x24"x24" CONCRETE 1 1 t� + i 'D ^�0` 6 I fl (_- 3- 4W BAR 56 20' I 57 148' + � , i I I I t 1 I HH TO MH HH TO SL ( I - ' I I it (FU 34 20' HH TO SL 3b20 jw I I RCE H041 1 I E TO SL 13"x24"x24" CONCRETE I RCE SL RCE SL 3- 4w BAR I I I RCE H031 \ 1 3" 3" ! I I 1 i 13"x24'x24" CONCRETE , 1 3— 4W BAR - :• 5g 20' y� HM TO HH I I I HH To HH ��•----I�., I I`-'f' soE T SL RCE H040 P.U.PT."A" TO PME HH TO HH I ~ '_ _ RCE SL I 113+ ,pp 33"4W"BAR CONCRETE p + '/ c RCE H030 I' :I I 338 " 24*x2A4R" CONCRETE 1 1 j ' , I I 54 155' I 1 5" RCE H029 ' _, II HH TO HH 5 113 13"x24"x24" CONCRETE I I I - �- i I I VAULT TO CAP I • ,111 E t 1 HH TO SL I 3 4w BAR ,. � (FUTURE I I RCE SL RCE H039 it �I SOE TO SL 13"x24"x24" CONCRETE HH TO SL 4Ji III 3— 4W BAR _ 1 LJ I I _ RCE SL F._p. J j. RCE SL I I �; �!-�"I r . I--I--- � __. __ �� _, 52 20 ]' -Jc i ( - 49 157' _ - �- - SOE To SL RCE H038 1 3" I I _� . 1 3" ------ _---�,`; 13'X24"x24" CONCRETE 5 150• f� � 3- 4w BAR 9 152' I I I ' HH TO HH I % 1 3" HH TO HH I I' HH TO HH RCE SL 48 10' i + ' RCE H028 13"x24"x24" CONCRETE I VAULT TO HH I I I iI Wrl 3- 4W BAR I I oe RCE H027 I I I —{ _ - Jw ,�- , , — NOTE : 13 x24"x24" CONCRETE I I I _— — _ 3- 4W BAR .. �_ -,�---_=: _ - _-�� #� .— II 47 �� �- 5p 15 � ; ALL STREETLIGHT HANDHOLES SHALL BE 1 I I.. La HH TO SL I I RCE 0010 20, /,.___- - - .f__ _ _ i i : I III UT( RCE H037 H T M - 4 5" 5'x10'6"x7' VAULT 3 "X24 "X24 " CONCRETE HH TO SL ' I f. \ j `� 1 11 13"x24"x24" CONCRETE ' i 4 524 �7 f! !! RCE SL - .� 6 20' 3- 4W BAR " RCE "RCE ON LID S I � �•\ �.—_.. I PM�EE LFT LT SOE TO SL 71 T37 � •-' I , •� ``,.. `' 45 140' I 48 132' '10,000 ` Y 1 RCE SL HH To HH ( + 4.4. VAULT TO HH 25 tis L RCE H035 I I -� ( _ RCE H036 ALL STREETLIGHT STANDARDS SHALL BE 32 ' 0 CAP ` ( Ham, t 3"x24"x24" CONCRETE i ,: . 13"x24 x24" CdNCRETE' FUTURHH T , , ;-�. 3— 4w I I -I- -' � � _ „� 3- 4W �,R ALL STREETLIGHT HEADS SHALL BE E TRAFFIC � `.�_-�--:,•4---�.•� :.. t 4� 1� < �• ?. � 1 1 CONTROL PEDESTAL _ __-- - _ _ I I -_- --. 4.3 20' I ' I � 20' SOE TO SL 16000 HIGH PRESSURE SODIUM VAPOR a_ , _ -i . T� �_____ I HH TO SL I -- PICK-5m POINT "A" -- RCE SL COBRA-HEAD , REGULAR CUT— OFF ' `�� I � C�7� —I--~ _ EXIST 6-b" VAULT TO CAP 414' RCE, SL F 0 — It L-- L�✓ FTuIL � -- — __ —__ --I— ` _ +) >,. Al -- - - --- -�h ;:— -- - ; - HH TO HH >> >> HH TO HH E,s,so I�} CITY OF RANCHO C U C A M 0 N G A MATCHLINE A SEE LEFT �n� 3� _ APPROV DY.• - � WILL M J. 0NEIL 'R.C.E. 053 CITY ENGINEER DATE NO. DATE REVISIONS CK. B ��__..�T« _ _-� __ I -•-- ;, �. _� _ ® UTSKu DAY. CREEK BOULEVARD UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION ?L -W SCALE 1 50' PLOT DATE: JOB NO.: 03-0001s SHEET 2 OF 4 DESIGN BY: But.ko Ullllty Deelyn Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 04,W6(E ORtelz >> » RCE H056 >> >> n T I 13"x24"x24" CONCRETE MATCHLINE D SEE SHEET 4 HLINE C SEE RIGHT 3- 4W _ RCE SL -i28+44.09lI �ao if Pt3+3287 20' . I 1 3" HH TO SL / ! c ( VAULT TO SIDE I 86 141' RCE SL HH TO SL I I ; if - ---�-- HH TO HH ! - - - _. -t j I 1 RCE H055 81 132' 113"x24"04* CONCRETE I r ?; ! I I, ! I ! 84 20 2 5" 3- 4W BAR I y -- - -- '- - - --- t _ --- _- I I !! I I iI ! 1 ; I I RCE H054 I f— ' — — ---- ---- — - I � � � . 775 HH TO HH I 'i I I i - RCE SL � I � I �•. HH TO SL 13'x24'x24" CONCRETE ! � _ - -_~_-_ - l Ia; I I i ' ( 3- 4W BAR 1 I ! ! I 1 ! -. SIDE TO SOE 02 70' 1 + ! i i 't� j i RCE SL ( ( \ 11I I ! I i Ai HH TO SL' 7920' + I � ! I I ( ' � l RCE SL a HH TO SL N 4 I RCE H053 8 128' 13"x24"x24' CONCRETE 3- 4W MR HH TO HH 1 i :s RCE SL HH TO HH RCE SL { = a ; 3 5w RCE 0012 1 f 1 l' i 1 j i ; _ 5' -{ -+ -- 'J I II` --- ---- - - 5'x10'8"x7' VAULT 77 20 l; J I 1' t t t 9 I I 111 — + i VAULT TO CAP I { I !' RCE H051 HH TO SL 13"x24"x24" CONCRETE 1E5+32.00 ! i I I —�—* 12 +52.00 78 70' 3 4W BAR 1 3" ; ! III ( I ••I �;I ( � I I i 75 145' I ; I i Ij 'i I HH TO SL , RCE H052 --- ! HH TO HH I I)j i �►) ) + 13'xz4'x24" CONCRETE RCE SL ) I )i if ? 3- 4W BAR 1141 rlIf ,I �- + 1 3" a I l ; I i i !1 78 �� nl -- HH TO SL , !f I 1 j +{ i ) VAULT TO HH ! `II ( ( ly ' i co` - w + 11 + 1 3 + ? i 'il 1 i' I 11 I RCE 0011 + f �I I 8 125 5'x10'8"x7' VAULT 1 3 !I ; 11 ,. ) i I HH TO HH 74 I I i , 1 I I I I I:f , 1! I I� I RCE H049 r ,! I I t ( III i iII f I i 1 � VAULT TO H H ---------- 13 x24 x24 CONCRETE i ' I ' ) I 3— 4W BAR 71 120' ? j i!( 1' ' ! 1{ it J ) j jl RCE H050 111 I j i i f 2 5" 13"x24"x24" CONCRETE 3- 4W BAR ! III If jl j''' ! i I /I VAULT TO 90E 1 HH TO SL i � ,� { •{ i i)I J i ' j ,I I •`;.' � 1 t' - i :�I I � �! r I I ) ! / I I � I _ I I � rP ir 20 RCE SL I I 1 . I !.i . HH TO SL I i i I I I ! i I 1 - I 70 147 I Ir I - -•� W I RCE SL 87 143' ij? ! I �r! � HH TO HH I_f I HH TO HH I�Y 1 �U 1 ,i 1 I iI I 't' !iz +oo,00 RCE H048 . ;I, I►; I ! I� I I 'is ;i f? •I� I ( I I 13'x24"x24" CONCRETE / I 4 11 �I 4! 1 I _ � I a. I, , 3 4W BAR 1 II I II ,II {4) 1 1 fi ! i I ! f Ii Ii 1 i i r J i ( I RCE H047 ! i _--- 13"x24"x24" CONCRETE 1 i I ) ' )' 1 ! I' i I H TO SL �-- H 3 4W BAR ( I•{ I r , r I i, f i I t' 11 —_ -- —— — ---- ----------. - _. — — -- —-- --_i RCE SL HH TO SL RCE SL j — ) � �4 7 384' i VAULT TO CM I I H S --- - -- --- ' � ; c-v f, �I� � ! 1 , I 11 � � �'r_'= �—� � r_-r---•n- _-a'rI��M- �a�Q"*� , i I N . MAIN S T: _ 1 13w/ RCE H057 t - j�°^) ,✓ RCE SL i I i ' ' I �� I 13'x24wx24" CONCRETE y I 3- 4W BAR -J� `+� � HH TO HH \ �.' I i i i RCE SL w 4 5 1 1 I � •f _ � ! � �.I � ) I i i 8 MEMO I ( i I Ij•- � � ' I � �'M��S 83 20' I I J i I i i ! ' ? ! I VAULT TO VAULT 1 135' I .. 8b E 1611 i , I I I 88 20' 71 RCE "H045 HH TO SL ; I ? ��I ! ( I i i — I I I ! I I 133 x24/x224R" CONCRETE I ,' ,.{ )� I i; J ? i -- ' RCE H046 HH TO SL ' �; I � i , ( ( HH TO SL II 1 III RCE SL 9� !, -_-- 13 x24 x24 CONCRETE OF CA�� + 3- 4W BAR -- _..-- -------------.-- ----- -- --------- - - - - w + .0 11 44.00_ i; I j l; I I I i i j ; i j I !I 4 i I 1 3 ! 'r i it II I I �i I i i I � � I ! 1 1 I I I � I 1 3" I , I I 81 152' ! i I I i !; i i ! J� j I( i I , I �. 87 145' CITY OF RANCHO CU CAM ON CA HH TO HH IJ FNI f I � ( ; ( t r r J II j'i I 62 145 ! ._ 84 20' I r HH TO HH APPROV D Y. ! )� �� q ;HH' TO HH { HH TO SL MATCHLINE C SEE LEFT /'y -w3 " ! , IiI ' - r 3• WILLIA J. ONEIL R.C.E. 953 CITY ENGINEER DATE I i — -- RCE SL N0. DATE REVISIONS CK. B ---- ® 4 DAY CREEK BOULEVARD if ! IIS ' Ij !+ BUTSKO RCOE H043 i 13"x24"x24" CONCRETE FUTILITY DESIGN, INC ELECTRIC DISTRIBUTION 3— 4W BAR + III I I �, I _ , 3" FINAL SYSTEM QO 155' MATCHLINE B SEE SHEET 2 - FOR CONSTRUCTION HH TO HH SCALE 1"- 50' PLOT DATE: DESIGN BY: But.ko Utmty D"gn Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 JOB NO.: 03-0001 S SHEET 'J OF BASELINE RD GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS GENERAL NOTES FOR STREET LIGHTING LAYOUT 1.UNLESS OTHERWISE NOTED ALL WORK SWILL BE DONE IN ACCORDANCE Unless otherwise specified on the working drawing which forms a port of the specification, the Contactor/Developer WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, shall furnish the following Items at no cost to the City of Rancho Cucamonga, 1. CONTRACTOR TO REFER TO THE CITY OF RANCHO CUCAMONGA FINAL STREET LIGHT LAYOUT FOR CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS PUBLISHED BY The engineer has attemped to correctly show all existing utilities and substructures _.� BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE SWET, ANAHEIM CA tNO. CONDUIT REOD. SZE OF CONDUIT APPROVED STREET LIGHT SIZES AND LOCATIONS. AND APPROPRIATE STANDARD DRAWINGS. in the vicinity of the work, but does not guarantee there ars no other eubstructuroe in the area. 2. A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10' ONLY TO AVOID AN OBSTRUCTION Failure of the engineer to show oil substructures in their correct location will not be a basis for a claim for extra work, �� wLENOW OF TRENM M' SUCH AS A DRIVEWAY, CATCH BASIN ETC. ANY DEVIATION EXCEEDING 10' SHALL HAVE PRIOR 2• PRIOR TO BEGINNING AWORK, THE CONTRACTOR Stall OBTAIN A PERMIT and the contractor shall be resposible for all damages to substructures whether shown or not. NUN NO. APPROVAL OF THE CITY OF RANCHO CUCAMONGA. FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT 909-477-2740 x4018 3. A REVISED STREET LIGHTING LAYOUT SHALL BE REQUESTED FOR ANY CHANGES IN THE MAPS 3. ALL WORK COVERED BY THIS RAN SFWl BE INSPECTED BY THE CiTY TYPE OF FACILITY TRENCH SUCH AS STREET ALIGNMENT, LOT OR PARCEL SIZES, BOUNDARIES, ETC. ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS (CIC OR DS•) 7::�H IN ADVANCE AT 909-477-2740 x4018 1. CONDUIT: CHURCH ST 4. ON STREET WHERE SIDEWALKS ARE FIVE FEET OR LESS IN WIDTH AND ARE ADJACENT TO THE a. Minimum cover in street or parkway is 30' below gutter grade, unless noted otherwise. �--tENGTN OF TRENCH CURB, THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED 4.48-HOURS PRIOR TO ANY WORK Ili CONTRACTOR SHALL CALL RUN No.-�� OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED. THE UNDERGROUND SERVICE ALERT AY 1 1800) 422-4133 AND OBTAIN b. Minimum cover on private property is 30' below finished grade, unless noted otherwise. AN INQUIRY IDENTIFICATION NUMBER. c. Contractor is to furnish and install approved conduit to City specifications per UGS-100.1, 110 AND 120. ? S. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE d. For the type of conduit for this job, sss City specifications. STRUCTURE STATION UNLESS OTHERWISE SPECIFIED. . ALL MANHOLES SHALL BE ADJUSTED TO FIN1SilED GRADE IN ACCORDANCE p per City specifications. WITH SECTION 301-1.6 OF 1tIE STANDARD SPECIFICATIONS FOR PUBUC f. Ca ole moinline conduits and service conduits STA. S. ALL STREET LIGHT WIRING SHALL BE UNDERGROUND. WORKS CONSTRUCTION. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhofe's, PMH's, SOEs & all cap locatiuns, ** STATIM til»eeErt a Q 7, EXISTING STREET LIGHTING SYSTEM SHALL REMAIN IN OPERATION DURING ANY MODIFICATION. per City specifications. CULTURAL CENTER DRIVE AfNY PROPOSED TEMPORARY STREET LIGHTING SYSTEM MUST BE APPROVED BY THE 6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND h. Install pull rope in all conduit runs. Pull rope to be 3/16" polypropylene or polyethylene rope, braided W CITY OF RANCHO CUCAMONGA IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD or twisted. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. STREET LIGHT I. NI conduit must be mondrelfed with a City approved mandreg. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SIZE OF CONDUIT 14 UTILITIES OF EVERY NATURE, WIETIiER SHOWN HEREON OR NOT TO PROTECT 2. CONDUIT RADIUS REQUIREMENTS: NO. OF CONDUIT REWD. N. MAIN THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE T&k EXPENSE a: The minimum radius for bends are: W U W w Of ONNE IO REPLACEMENT OF SAID UTILITIESTHE DAMAGED BY OPERATIONS 36' for conduits 3" in diameter or smaller LENGTH OF CONDUIT RUN > IN CONNECTION WITH THE PROSECUTION OF THE WORK. RUN No.-�� 57-- S. Q 4B" for conduits 4' and 5' in diameterE, W z MAIN z 60" for 6' diameter conduit 52 F- DUEL b: The minimum radius for all sweeps of all mainline conduits is 12'-6' (unless noted otherwise). S�ENCHGHT W W U M z 3 W 3. EXCAVATION AND BACKFILL Q a. Work ashall be cleared and rough graded to within four inches of foot grade prior to Installation of TYPE OF FACUTY Q NC rea U M VERSAILLES Y City conduit or structures. LENGTH OF ADDITIONAL U ,�+ O b. NI excovations shag be in accordance with the CalMomia State Construction Safety Orders (when oppgcoble), TRENCH REO'D. Qi City specifications, and all governing local ordinances. RUN NO. UTILITY OWNERS. c. Each trench to be a uniform depth below final grade prior to installation of City conduit or structures. AROBERT LEMON d. Backfill shag be provided by tiro Contractor for all excavations and shag include crushed rock, concrete, STREET LIGHT CTORIA GARDEItqS LN CiTY OF RANCHO CUCAMONGA and/or imported ball, when required. STATION 10500 CiVIC CENTER DR e. Backfill with a MINIMUM of one sack per yard Bond cement slurry around and over vaults and manholes STA. 15 RANCHO CUCAMONGA, CA 91729 and around PMH's within one foot of finished grade. 909-477-2740 x4018W!s f. Backfill, per Agency specifications, Mag Immediately follow substructure installation. At no time STATION NUN8E1t shall cable be left exposed over 24 hours. 9. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shell be considered to be 'rock free". No. CONDUIT REOD.-� y� CONDUIT If existing backfill does not / //' // /�' / �� g pass through a 1/Y screen, place imported land 3' below and 12' above City / Lt!! / 1��11 LIL�_t�GLLl�/1.._.l��t Ll 11/C11� �i cables. After this point. no rocks larger than 12' diameter are permitted. RE1tPENCE RUN NO. MEMO DENOTES CONDUIT RUN CONTINUATION A h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. it shag be placed ~tort CONSTRUCTION INFO+MATON In o manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. / Q STREET LIGHT ! (� 4. PAVING: JO SITE �4 H Repaving, where required, shag be placed In such a manner that interference with traffic, including NO. OF CONDUIT READ. -SIZE OF CONDUIT pedestrian traffic, will be kept to a minimum. The Contractor shag establish a program of repaving occeptobh MEMO DENOTES CONDUIT RUN CONTINUATION ��O to the Municipality, County, or other authority having jurisdiction and which h occeptlble to City. REFERENCE RUN N0. - - fTOR CONSTRUCnON INrORUAnoN �NSe" S. STRUCTURES:. Allsubitmetures shoes be constructed or Installed to City specifications. STREET LIGHT U b. Install protection barriers when required in areas exposed to traffic, per City Inspector. STATION ARROW RD c. All conduit lines and concrete floored substructures shall be water tight. STA. d. All grounding materials shall be furnished and installed by the Contractor. ON STATION MuweER e. Contractor to provide substructure enclosure wall details to City Inspector for approval prior to installation. 6. RETAINING WALLS: When required, retaining wogs shag be provided by the Contractor. Wage ars required wherever grade fists more than 18 inches above the structure or 24' above the pad surface at a distance of 5 feet from the some, 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: AN permits necessary for excavation shag be provided by the Contractor. 8. ACCESS: Heavy truck access sholl be maintained to equlpment locations. Structures must be clear of oil appurtenance that would obstruct the boding or unloading of equipment. 9. SERVICES: FULL ENCASEMENT IS REQUIRED FOR a. Meters and cervices shag campy with City Services Requirements. ALL MAINLINE (DISTRIBUTION) CONDUITS. b. Wiring must be in accordance with oppficoble local ordinances and approved by local Inspection Authorities. 10. LOCATION: a. The location of excavations and structures for City shaff be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the City Inspector. b. Actual location of obstructions, storm drains, and/or other fore utilities to be the -E- OW. ELECTRIC LINE / 9n responsibility of the Contractor. -St.- DZr STREET Uafr ELECT UIE -Ts- Doer. TMVM Saw Eezr. UNE 11. Contractor is to verify local n and widths of all sidewalk. and driveways prior to street light Nrotagotkm. -n- DOST. TRArrrc LOOP ELECT, LINE With the approved street improvement plans, approved street light plans and the actual field conditions. -I- oast TEL UNE G- DOST. arts UNE 12. SURVEY: -w- Dw. RRTER UWE Surveying of street improvtmer, shall be performed by controctor, property comers, lot Anes, finished grads etc., necessary for the -vw- Dasr pwwrF owwo RRTErr LINE installation of underground facilities must be completed and morkers or stakes placed prior to the start of the in- stollation. In addition, Contractor shall maintain the markers during the installation and Inspection by - DfrST STDRM dvwl LINE Agency. Grade and property Ane stakes must show any offset measurements. -S-OW.. SENErr UNE 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, To- plocenent, relocation, or other corrections to City facilities made necessary by his failure to provide supervision or to otherwise comply with the.. specifications. 14. TELEPHONE AND OTHER UTiLITY REQUIREMENTS: The drawing prepared for this job may also cover the facigNes to be Install for the tekphone camp" and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 16. WARRANTi': Contractor expressly represent and wer►ant that all work pofornrad and all wteilvt used In meeting Contractor's obligations herein are free from defects In workmanship and ore in conformity with Agency requirements. This warranty shall commence upon receipt by Contractor of City's final acceptance and shall expire one year from that date. Contractor agrees to promptly correct to the City's satisfaction and that of any governmental ogency laving jurisdiction and at Contractor's eypemee any breach of this warranty which may become apparent through inspection or operation of underground electric system by City during this warranty period. 17. INSPECTION: Inspection is required during the construction period. A 48 hour odvance notice of Intent to start construction SAMPLE OF VENDORS- is required from the contractor to the City of Rancho Cucamongo. Phone:909-477-2740 x401 18. AS-BUILTS: CONCRETE PR0DUCTS Contractor responsible to maintain as-built draw" which are to be updated daily. Contractors shall keep and maintain two copies of the as-builts. One set is for the contractor Precast concrete Item complete with neckMg,cover,Ond and the second set Is for the City Inspector. inserts may be obtained from any of the following approved manufacturers. JENSEN PRECAST 14221 San Bernardfno Ave., Fontana, Calif, 92335 Phone: (909) 350-4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 350-2675 (909) 428-3700 DETAIL "C" DETAIL `13' GUTTER GRADE GUTTER GRADE (PARKWAY AREAS- NATIVE i DETAIL "A" C.A.B. BACKFILL ACCEPTABLE) (PARKWAY AREAS- NATIVE GUTTER GRADE i / !/ BACKFILL ACCEPTABLE) z ';� - UNDERGROUND SERVICE ALERT E 16150 i M / - C.A.B. o %/ 3' - �3• 1 -800-227-2600 - W y CI BACKFILL ACCEPTABLE) �Y 0F RANCHO CUCAMONGA (PARKWAY AREAS- NATIVE ro ,� j 1t/z Call USA APPR ED_BY. zo r For Underground Locatlny - T ,_� f COMMUNICATIONS i s v - - - 2 Woti(ing Da Before You Di - - WILLIAM J. 0 NEIL R.C.E. 4953 CI TY _ _ _ ENGINEER - T T " : -.�COMMUNICATIONS iu - -. f DA T .� - SAND E I � - ! _ _ - SHADE / - _ _ _ N0. DATE REVISIONS CK. B .._.._. . - SAND - R i - = - SHADE f� .r�1 CONCRETE ENCASEMENT FOOTHILL BOULEVARD BACKBONE CONDUIT SHOULD BE CENTERED FORSIA LE CONDUIT �-CONCRETE ENCASEMENT " E B UTSKO r SAND -� y --1' SAND UTILITY--1' SAND L TY DESIGN INC. ELECTRICAL DISTRIBUTION SHADE CUSHION --C SAND CUSHION , CUSHION TYPICAL CONDUIT BANK SECTION TYPICAL CONi)UI i� LAr1K _CTION TYPICAL_ CONDUIT HANK. SECTION FINAL I AL SYSTEM 12KV SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT FOR CONSTRUCTION SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS 2 CONDUITS MAX. OF STREET LIGHT CONDUIT 2 CONDUITS MAX. PLOT DATE: 6 DESIGN BY: 9uts►:o Utility Design Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 JOB NO.: 003-0004S SHEET 1 OF " "Al" SEE SHEET 3 MATCHLINE AA SEE RIGHT MATCHLINE A . o () o i C O C O 2 623 S VAULT TO VAULT f RCE 0001 r 7'04'x8' VAULT GROUND ASSEMBLY HOOKS AND RACKS / s 54 ° VAULT TO VAULT 17+77.DD f� O PROP. tO SUB ice,,,,,,,, i V �� ���ti-� 4 } _ (..>•�, � 1 195' ,�'�' 1 SUB TO VAULT RCE 0002 5'x10'6"x7' VAULT GROUND ASSEMBLY HOOKS AND RACKS 24+00.00 '' W - w 6 5' 2 MEMO J ( VAULT TO VAULT SEE LEFT t CF 0 r 1100, F li•• -� . w 10 CA1.� MATCHLINE AA SEE LEFT ... CITY OF RANCHO CUCAMONGA f APPRO V D E Y.� 0 WILLIAM J. O'NEIL R.C.E.24953 CITY ENGINEER DATE NO. DATE REVISIONS CK. g FOOTHILL BOULEVARD BACKBONE BUTSKU . UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION ' PLOT DATE: JOB NO.: 03-0004s SHEET. 2 OF 6 DESIGN BY: Butsko Uinity Design Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 +"�' ' "" - RCE H001 RCE H003 RCE F011 13"x24"x24" CONCRETE RCE H005 RCE H007 RCE xg C 3— 4W BAR 13"x24"x24" CONCRETE 13"x24"x24" CONCRETE 13"x24"xZ4" CONCRETE 13"x24"x4" CONCRETE 13"x24"x24" CONGRETE 3— 4W BAR 3— 4W BAR 3—.4W BAR 3— 4W tuvc 3— 4W OAR 1 1 1 1 1 1 27 12' 1 1 1 1 • .. 1 3, 12' 35 12' 39 12' 43 12' 47 . 12' HH TO SL HH TO SLHH TO SL K RCE SL HH TO SL MH TO SL MH TO SL RCE SL RCE SL RCE SL RCE SL RCE .SL 1 2" . � . 29 125' 1 2" fTOHHA 1 2" 1 2" 33 126' 37 41 154' 45 150' HH TO HH � 2" e HH TO HH HH HH TO HH HH TO HH W 49 ,13' WLq $ HH TO HH $ C2 / 80 - - 000 1;2m 3 J714 00 Lq 0000, " 1 2" 2" 42 150' 39 150 - -- 30 126' 34 127 48 330 " " E E HH TO HH HH TO HH 5 1Gro' SEE S HH TO HH HH TO HH HH TO HH VAULT TO VAULT MATCHLINE A e 5" 4 �1� �'�7 , 2" VAULT TO VAULT RCE SL RCE SL 46 110' RCE SL RCE SL RCE SL 6 5" RCE SL HH TO HH 3 MEMO 1 f 1 1 VAULT TO VAULT 1 1 1 14412' 1 1 28 12' 32 SEE SHEET 2 1 .36' 12' 40 12' . 12' 26 125' HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL RCE 008 RCE H010 RCE H002 RCE H004 RCE H006 3— .4"x24" CONCRETE CPO 3"x24"x24" CONCRETE 3—x4W xB24� CONCRETE 13"x24"x24" CONCRETE 3— 4W BAR 3— 4W BAR 3--x24 x�R CONCRETE 3— 4W BAR RCE 000'4 �,. 5'x10'ON0 VAULT RCE 0003 GROUND ASSEMBLY HOOKS AND RACKS 5'x10'6"x7' VAULT GROUND ASSEMBLY HOOKS AND RACKS Lu 161 CI TY OF ' R AN CH 0 CUCAMONGA � ,. APPROV 0 BYE • . (� WILW J. 0 NEIL R.C.E. 4953 CITY ENGINEER A TE DATE REVISIONS CK. B FOOTHILL BOULEVARD BACKBONE L BE 32 N0. . HALBUTSKO .sRDsALL STREETLIGHT STANDAIC DISTRIBUTION UTILITY DESIGN, INC. ' ELECTRIC ALL STREETLIGHT HEADS SHALL BE SYSTEM �+ VAPOR FINAL 6000 HIGH PRESSURE SODIUM FOR CONSTRUCTION � CUT — OFF r� � 0�� PLOT DATE: JOB NO.: 03-0004S SHEET 3 OF 6 COBRA-- HEAD , REGULAR07/30/03 73003 DESIGN BY: Butako Utility Design Inc.Ina DRAWN 6Y:CHRIS BEEMAN OR C? RCE H017 13"x24"x24" CONCRETE RCE H013 RCE H015 3- 4W BAR 13"x24"x24" CONCRETE 13 x4W x24 CONCRETE 3— 4W BAR . 1 1 BAR 1 1 81 12' 53 112' 57 12' HH TO SL HH TO SL HH TO RCE SL RCE SL RCE SL RCE SL RCE SL .__ 1 2'0 1 1 RCE SL59 1501 65 150' 1 1 1 2" K - 51 150` 55 167' HH.TO HH HH TO. SL HH TO SL HH TO HH 1 2e o 83 1.87' N 50 98' I + HH. 'TO HH 4 CD ILco + r ----- � _ I �"_ _._ -- ---}v-- -ter__ ___-- __ _ __ - A 93 94 +-- _.���__ —__ __� __ -_ s f 00 cc v ,�, t / ~—`T _ ......,......«sem-' " r-- - - -.._.. --- rn • • m - - a o O O - v C/) 0 C/) v 48 EM �"'(-I 2e I 1 HH THE HH 3 �� 54 125' . 1 z M SEE 133' 82 18T 86 185' m .--I HH TO SL HH TO HH HH TO HH PME TO HH f RCE SL RCE SL RCE H016 RCE S • 071 e 133x24 x2�4R" CONCRETE RCE SL RCE H012 . 5 5 13"x24"x24" CONCRETE . 5 MEMO RCE 561 1 3— 4W BAR VAULT TO VAULT 84 12' 1 1 S L SEE SHEET 3 80 12' 88 12' 1Ilk H TO SL HH TO SL HH TO SL HH TO SL _ 52 121 RCE H01,4' RCE SL CE H018 1_x HH TO SL 13"x24"x24" CON RETE 4W x CONCRETE AR 3- 4W BAR RCE 0005 45'x10'6"x7' VAULT KC C-7 zs GROUND ASSEMBLY HOOKS AND RACKS 3' x S' x`A' , rt. (a_ `'fA "15"1.44 F S /. Lu E16160t;. 7 .. Ca��p`' P ._ .� : � CITY OF RANCHO C UCAMONGA APPROVE BY.• ALL STREETLIGHT STANDARDS SHALL BE 32 ' wrr_uA rvElL .c.E.2 953 CITY ENGINEER DATE r 4 4 N0. DATE REVISIONS CK. e FOOTHILL BOULEVARD BACKBONE LIGHT HEADS SHALL I3E rRIJET T �° � O ALL � U. 16000 HIGH PRESSURE SODIUM VAPOR UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION COBRA HEAD , REGULAR CUT — OFF FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0004S SHEET. 4 OF 6 DESIGN BY: Buteko utmty Design Inc. DRAWN BY:CHRIS BEEMAN 07/30/03 RCE H019 13"x24"x24' CONCRETE RCE H021 RC H023 RCE H025 3— 4W BAR 133'x24 x24" CONCRETE 133^x2 4"x�2A4R" CONCRETE 13'x24'x24" CONCRETE 3— 4W BAR 1 1 RCE SL 69 12' 1 1 1 1 1 1 73 12' 77 12' 61 121 4' HH TO SL 11 1 ` E P 0 261' RCE SL RCE SL HH Ti SL HH TO SL HH TO SL 123' VAULT TO CAP RCE SL RCE SL RCE SL MH TO SL BLDG, 1 D, t� - _ ► �, s7 174' �4' � ,� f i ��,� I T 1141� I ! HH TO L_ - H '17.0 . HH T•- T 2 11 _ -__r_ - _ _ _ _ _ __ _ � ' - vQo __ .._-____-_.______ F U ISL i a� T _ _ _ _ ____ _ .— _ _ F U L l_ A1iDA ___(R0TJTE 66) uu 00 �_. --�1 102 103 104 - .-- __ �� 1___ + -- k M 101 - _ - '�' r �____- _ - _ _ �. ml _. ---------------- -ter.. :f•• - .�' V 76 1 B3 0 felco t 2» HH TO HH 1 2" t z' 72 a 184' HH TO HH HH TO HH MH TO MH I Z HH TO HH be RCE SL CE SL RCE SL RCE SL a� 123' 8 82' 2 b' RCE SL HH TO SL VAULT TO NME t0 390' 1 1 1 1 1 1 1 RCE SL VAULT TO SOE 1. 74 12' � 12 6'i' 121 6 b" 70 26' 5 MElNO HH TO L HH TO SL HH TO. SL HH TO SL VAULT TO VAULT HH TO SL SLE SHEET 3 RCE H020 RCE H022 RCE H024 RCE H026 3'x2 4"x224" CONCRETE BAR 3"x4 4"x� CONCRETE 130x24"x24" CONCRETE 13"x24"x24" CONCRETE 3— 4W BAR 3— 4W OAR 2 4' RCE 0006 �� � �'��. V Au�'r TU G p►? t SOE TO CAP 5'x10'6"x7' VAULT RCE 0007 GROUND ASSEMBLY HOOKS AND RACKS 5'x8'6"x5' SOE GROUND ASSEMBLY HOOKS AND RACKS �ca �b 1 : E 1616 CITY OF RANCHO CU CAM ON G.A APPROVED BY. _ WILLIA J. 0 NEIL R.C.E.24. 3 CITY ENGINEER DA'Z'E D S SHALL B E 3 2 ' N0. DATE REVISIONS CK. B ALL STREETLIGHT STANDAR �, � FOOTHILL BOULEVARD BACI�BONE L�.oc� ��. U T K0 STREETLIGHT HEADS SHALL BE z 1 'L di W -to ALL SIRE � �, �` ���� D� UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION PRESSURE SODIUM VAPOR FINAL SYSTEM 1600-0 HIGH PRE -� ► �� -��-� y�r� �� �� . � i ��`�`�J ���� �� � o'�. ���� FOR CONSTRUCTION- COBRA--HEAD , REGULAR CUT-- OFF 342` �� PLOT DATE: DESIGN BY: Buteko UtIlIty Deelyn Inc. DRAWN BY:OMIS BEEMAN 07/30/03 JOB NO.: 03-0004S SHEET 5 OF 6 "." 1 e�L.� I RID E IQ ' � a � � .�..- N'LY STY R/W VARIES 120' TO 144'- R/W 13' VARIES - 47' TO 60'- VARIES 47' TO 58'- 13' WILY S'LY VO RIES R/W VARIES 125.03' ANN. TO 144.51' MAX. R/W 0.1 4' VARIES VARIES 4' .5' 13' VARIES 53.53' TO 67.50' VARIES 45.50' TO 51.01' 13' 7' TO 12'- 7' TO 14.3'- * VARIES-SEE NOTE BELOW* EXIST. GROUND 1 16 SURVEY 16 VARIES 1 EXIST. GROUND EXIST. GROUND 16 CONSTRUCTION * 0.5' 4' 1 s 19 5 16 4 5' EXIST. GROUND 3'4Z env. 1 ?= VARiE 2 y� 1 .t 5 19 E� 3 JOIN EXIST. JOIN EXIST. . MIN 1 2'A 2 0 E.P. 0 E.P. :. t3'1G 9JE 3 2 5' �X I '' EXIST. PAVEMENT TO REMAIN �C/L UTILITY TRENCH JOIN EXIST. 0 E.P. _Z JOIN EXIST ULT 5x10'6"x7' EXIST. AC PAVEMENT O E.P. C/L UTILITY TRENCH FOOTHILL BOULEVARD A + N TO REMAIN ULT 5x10'6"x7' STA. 89 60 TO STA. 94+25N FOOTHILL BOULEVARD STA.75+12N TO STA. 79+00- N'LY S'LY R/W R/W VARIES - 134' TO 170' N'LY STY 13' VARIES - 61.5'- TO 72.0' VARIES - 59.5'- TO 72.0' 13' R/W VARIES - 91.50' TO 125.33' R/W ARIES 45.50' T 13' VARIES 47.00' TO 52.53' V 0 47.00' 13' g' 6 *' SURVEY CONSTRUCTION* EXIST. GROUND 0. ' 4' 16 4 .5' ARIES-SEE NOTE* 1 q, 1' VARIES ?zOx yAN. 1.1OX 1 EXIST. GROUND 'EXIST. GROUND 2.38 TO 10 VARIES 1• 442x 25gz 2x 0 .' 51 4' TO 7' 4' .5' _ 3 / IN EXIST. JOIN EXIST. I NE 2 19 5 16 y 1 1' I GROUND 2 0 E.P. 15 0 E.P. ? EXIST. G OU D 9 s3X 1'B�� 2% 4. 3 16 MEDIAN ?�4 M/ . ` t / = N. EXISTING PAVEMENT TO REMAIN C/L 111�iTY TRENCH 2 � �• : -JOIN EXIST. lo 0 E.P. VARIES JOIN EXIST. AULT 5x10'6"z7' 6.38' TO 11' 0 E.P. ' LEXIST. PAVEMENT TO REMAIN C/L UTILITY TRENCH FOOTHILL BOULEVARD AULT 5x10'6"x7' STA. 94+50N TO STA. 99+31- FOOTHILL 9+31-FOOTHILL BOULEVARD TYPICAL SECTION EAST OF DAY CREEK CHANNEL STA.79+50- TO STA. 84+00- & WEST OF DAY CREEK BLVD. N'LY S'LY R/W 120' R/W N'LY S,Ly 13' 47' 47' R/W VARIES - 173'- TO 174' R/W , *' SURVEY CONSTRUCTION* 13' 13' VARIES - 71'- TO 72' 76' 13' VARIES-SEE NOTE* VARIES VARIES 0.1 4' 7' 7' BELOW 4' .5' 0' TO 10' 8' TO 14'- EXIST. GROUND 19 5 16 EXIST. GROUND EXIST. GROUND 0. ' 4' 16 4' 5' 1' 16 29. VkX M1N 2 3 I ?x 1 1.55X 16 2 19 5 1 ??ygRj 3 �0 EIN .PST JOIN EXIST. • 4 3�3; �N, 1 EXIST. GROUND EXIST. CURB GUTTER 0 E.P. TO REMAIN EXIST. PAVEMENT TO REMAIN �C/L UTILITY TRENCH 2y. AULT 5x10'6'x7' I 2 EXIST. PAVEMENT TO REMAIN 3 FOOTHILL BOULEVARD 2 STA. 84+00.76 TO 86+75- FOOTHILL BOULEVARD �C/L UTILITY TRENCH NOTES: \C/L UTILITY TRENCH 100+55'N TO 103+20 * 1. SURVEY - USE FOR FIELD CROSS SECTIONS ONLY 2. CONSTRUCTION (R/W) ULTIMATE ' OF STREET 3. SURVEY BEARING 0 N89155'01"'# N'LY S'LY 4. CONSTRUCTION BEARING 0 N89155'DO'E R/W VARIES - 156' TO 170.8' R/W 5. OFFSET DISTANCE BETWEEN ' SURVEY AND ' CONSTRUCTION VARIES FROM 3.86' 0 ' INT. WITH ROCHESTER BLVD. (STA. 74+43.72) TO 0.00' O STA. 87+71.51 13' VARIES - 65' TO 69'- VARIES 65' TO 75.8'- 13' 54' TYPICAL SECTION WEST OF DAY CREEK CHANNEL VARIES VARIES EXIST. GROUND 0 4, 0' TO 10.75 7' TO 18' 16 VARIES I 1 1.23% ►NN' 2 3.16 3 2 JOIN EXIST. 5 19 *81; 4' 5 STREET k CROWN UNE r 0 E.P. 44� {��N 1, EXIST. GROUND �f JOIN EXIST. 1 2 LEFT TURN POCKET 0 E.P. �� EXISTING PAVEMENT TO REMAIN 3 MEDIAN VARIES VARIES 2 5LE PLAN 1.0' 1.5' MIN. •016 1 SAWCUt UNE TYPICAL AC OVERLAY FOR POSITIVE X-FALL FOOTHILL 8OULEVARD �c/L UTILITY TRENCH SAWCUT UNE 1 1 X MIN, 0 LEFT TURN POCKET i6 '•' STA. 103+50- TO STA. 110+54- EXIST. AC PAVEMENT 19 5 TYPICAL SECTION EAST OF DAY CREEK BLVD. & WEST OF FREE WA Y 15 . t �A SAWCU T DETAIL AND AC OVERLAY Y tt� E 16160` . © LEFT TURN POCKETS tt " CITY OF RANCHO CU CAM ON GA ` APPROVED BY.•- dc103 WILLIA J. O'NEIL R.C. .24953 CITY ENGINEER DA TE NO. DATE REVISIONS CK. 8 BUTSKO FOOTHILL BOULEVARD BACKBONE FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0004S SHEET 6 OF 6 DESIGN BY: eutsko UtNn «�pn y DInc. DRAWN BY:CHRIS BEEMAN 07/30/03 e;), 0& 1 3" 3 5' 2 4' 1 5" 0 178' 5 5" 1 4" 178' PME 17 TO CAP 6 20' 1 4' 8 20' PME TO CAP PME TO PME 20' I BURD TO PAD PME TO BUR 2 4- 2 5" 4 571' SIDE TO PME 2 4' 4 5" 2 4" 2 5" 11 455' 3 164' 5 591' PME TO SIDE PME TO PULLBOX SOE TO PME 1 4" 4 135' 2 5' PULL13OX TO CAP PME TO CAP 178' PME TO CAP 1 S" RCE SL a 178' RCE SL SIDE TO CAP RCE H067 13"x24"x24' CONCRETE RCE H061 RCE H063RCE H065 3- 4W BAR t1 13'x24'x24' CONCRETE 41 130' 3- 4W BAR 133"x24'x2�4" CONCRETE RCE SL 3-x4�- 4W BAR CONCRETE A 1 1 SL TO SL 49 12 11 RCE SL 2/C #8 AL CLP 33 12' 1 1� 37 12' 45 12' HH TO SL 2/C #8 AL CLP RCE H059 HH TO SL 1 1� HH TO SL 2/C 18 AL CLP HH TO SL RCE SL 38 130' 13 8 AL CLP RCE SL 24 BAR 2/C y8 AL CLP 2/C 13'x24"x24" CONCRETE RCE SLRCE SL 1 3" 1 3" RCE SL HH TO SL 1 47 45' S1 30' lip I C 18 AL CLP 1 1� T24 1 1� HH TO HH 29 12' 2 5" 40 12 1 1 HH TO 0 3/C2-1/0 & 1 3 3 157' 1 3 3g 132' 1 4' HH TO SL 43 154' 3 C 2-1/0 dt 1-�2 AL CLP HH TO SL 31 40' SOE TO CAP 3 5" 6 20' 7 20' 2/C #8 AL CLP 1/ �/2 AL CLP 2/C #8 AL CLP 35 60 RCE SL HTO HH 2/C�8 AL CLP 0 178' PME TO PME PME TO BURD HH TO SL 1 3 3 C 2-1/0 do HH TO HH PME 17 TO CAP 2/C 18 AL CLP 47 45' '�--- t t� AL CLPi� 3/C 2-1/0 At SCE TO H -- LLJ f-#2 AL CLP 72 ._ 13 4 32111 - 30 i 36 111 25 _ << w . + pLiJ .. W - J r --_- - - ---- - -- - ----- - -- / - +--y-ri---�- - r 5 7 - - -------- -- -------- -_ _ - - --- -- -- --- - -- - v J ` -_ __ - - r U _L „ , 225' 1 3" VIC'hU ZIA Ga DEQ LANE ----� --- -- P.U� M 27 OS' c-#— -'`._. _ --- -------- -------- ---- --- -- 77 _ _ o-- - ----- - -- -tfi� ---- -- ---- - - ------- - - - - - --- -------------115--- ---- ---- _ - - - - --— -- - — -- - — I- - - - - - - -� — - ------ ----- - - _- _--- - - - - -- __ --- --- - - -- _- r: -- - -- -- - - i - r r f —77 Lij w ro + 17 1 4' CD 1 3" 86 SPACES BLDG. '15 � BLDG. 3 5 3 = PME TO CAP - B DG UTURE) — e 19' (FUTURE) _ U n t nn A 1 4" HH TO SIDE 32 74' 3 C 2-4 A /CLP 1 1 7 30' ,,_� 1 1� SOE TO HH L 2 4" " 1 SOE TO CAP EXIST 26 12, -.A _. 30 12' 3/C 2-4/0 do 36 135 RCE 0009 T- 2 AL CLP 4 571' 2 5y 1 3 2 4" g 77 �., 2 4 42 50 RCE 0020 5'x10'6'x7' PME-10CL HH TO SL SOE TO PME 2 5" RCE 0018 TO CAP 1 4 1 4" 2/C #8 AL CLP 2/SCO58 SCLP 2/CB AL CLP 5 591' Nu 1a �� R�f PME TO 6PULLBOX 5 73' HH TO SOE 4 5 C Z�b Z 5'x8'6"x5' SOE • RCE H060 RCE SL SOE TO PME 4-5P TO BY ASS PULLBOX TO CAP 3/1-1/0 20-4 0 & 9 254' 13"x24"x24" CONCRETE RCE 0017 / CLP 3- 4W BAR SOE TO PARE PICK—UP POINT "A" ` ,RCE SL RCE SL 5'x1o's"x7' PME-09CL z 4' RCE SL s 164' EXIST 4-5' 94' PME TO CAP PULLBOX TO SIDE RCE 0016 RCE SL 4 5• , ,Ti 1 1 5'X10'6'x7' FUTURE PME COVER RCE 0018 t 1 455' RCE H064 'IV 46 49' PME TO SIDE 13"x24"x24" CONCRETE 5'x10'6"x7' PME-11CL 3- 4W BAR HH TO SL HH TO SL 34 12' 2/C #8 AL CLP 2/C 18 AL CLP RCE SL HH TO SL RCE 0091 2/C 18 AL CLP RCE 0086 3'x5'x4' PULLBOX 1 3" 48 177' RCE H062 4'x4' BURD SWITCH 13"x24'x24" CONCRETE 1 4" RCE 0019 E TO HH 3- 4W BAR 8 16' 72"X94" CAPACITOR PAD \ s 1-1� AL CLP BURD TO CAPACITOR 1800 KVAR SW CAPACITOR 1 4" 4 135' PULLBOX TO CAP CITY OF RANCHO CU CAM ON GA APPROVED BY.- SCALE 1 "= 50' WILLIAM J. O'NEIL R.C.E.24953 CI TY ENGINEER DA TE N0. DATE REVISIONS CK. B .I 1 4/21/04 SUBSTRUCTURES AND CONDUIT r: BUTSK u VICTORIA GARDENS LANE BACKBONE My: UTILITY DESIGN INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: JOB NO.: 03-0002C SHEET 2 OF 4 DESIGN BY: Butsko Utility Design Inc. DRAWN BY:CHRIS BEE)j- 06/18/04 ���7V RCE H075 ' 3 13'x24"x24" CONCRETE 73 55' 3- 4W BAR HH TO HH 1 13/C 2-1/0 & 71 12' 1-#2 AL CLP HH TO SL RCE SL 2'C "8CLIP MATCHLINE " B " SEE SHEET 4 N � Nll'uI RCE 73 W 13 13"x24 " CONCRETE g 1 4" 3- 4W z -- - ----- `� _�._ •- 4 � ��'S / 1059' SOE TO PME - ' — - 67 12' 281 1�179 IT- - __ _ HN TO SL 12 C - ! ��" 2/C LdI ; 'a E SL RCE L W ® (+ — — - V / ® - 7 ®IZZ79 RCE 071 e 9 13"x24"x 4 CONCRETE ' 3 ^ ® � 3- 4W ELAJZ15 1 ® 3/C -1 TO/o k RCE H076 1- AL CLA 14 n \; HH TO HH » " 19 18 -. 1r--- 3/C 2-1/0 dt 13 x24 x24 CONCRETE 24 22 i 1-12 AL CLP 3- 4W BAR W , ' ' ' 61 z t' H SL 76 12' t 2/C 8 AL CLPHH TO SL 5 i R 1 1� So 0 ' 3" 2/C #8 AL CLP Z CE SL 9 1�, / 2_ & 70 123 RCE SL 37 37 37 36 35 34 33 N SIDE TO HH HH TO SL 3/C 2-4/0 do 2/C #8 AL39LP or 1-1/0 AL CLP Q16 4:-� ----`-'�' r RCE H074 1 1 13"x24"x24" CONCRETE 68 30' 3- 4W BAR 16 3 5" a� ,�N 737' VF / PME TO SOE 0, T SL 1 230 o0 1 3" 2/� 8 AL CLP 72 12' 1 3PME TO 56 23' HH 8 AL CLP H SOE 2/C # 3/c -4/o RICE RCE SL RCE H069 2%C l oAL C P 1 /0}AL ICLP 13"x24"x24" CONCRETE 1 RCE SL 3- 4W BAR CE SL RCE 0023 1 1 1 3" 5'x8'6"x5' SOE 4 53 12' L ° 52 165' HH TO SL 2-1 HHTO H 1 3 2/C f8 AL CLP 32 3/C/C 51 EM 2 CLP r � HH TO HH RC L ----- --- - -- R SL -- �1% 2/H ASO C1P RCE SL C H07 ' 1 x24"x24" CONCRETE ---+i ° ✓ - 4W BAR HH TO SL " 2/C #8 CLP RC H070 HH TO HH _ _ + r HH TO H do 1 " 24"x24" CONCRETE 3/C 2- ' $ 1-# AL CLP - 4W BAR RCE SL 0 1 4" c 4 5" 19 MEMO - SOE TO PME - 56 12' RCE SL HH TO SL 2/C #8 AL CLP RCE H068 / 1 1� 13"x24"x24" CONCRETE 50 12' 3- 4W BAR RCE 0022 HH TO SL 2/C M8 AL CLP 72X94" CAPACITOR PAD RCE 0021 1800 KVAR SW CAPACITOR RCE H066 13"x24"x24" CONCRETE 5'x1o'6"x7' PME-9CL 3- 4W 1 4" 18' _...._ BAR _ 1 311114"1BURD TO CAPACITOR 52 85' 18' PME TO BURD PME 1 137 "' RCE 0087 CITY OF RANCHO CUCAMONGA 54 18 4'x4' BURD SWITCH - + ar APPROVED BY.• —9 At-CtP- WILLIAM J. O'NEIL R.C.E.24953 CITY ENGINEER DATE NO. DATE REVISIONS CK. B 1 4/21/04 SUBSTRUCTURES AND CONDUIT B U S K 0 AVICTORIA GARDENS LANE BACKBONE 1R FUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM SCALE I "= 50' FOR CONSTRUCTION Pt_OT DATE: JOB NO.: 03-00020 SHEET 3 OF 4 DESIGN BY: Butsko Unity Design Inc. DRAWN BY:Cw s BEEu,w 06/18/04 7-15T47 87 12' HH TO SL 2/C #8 AL CLP RCE SL 1 14 ' 3" o 15' 0 12' HH TO CAP 89 95' 1 3' ' 3' 2/C #HH 8 AL CLP ° 15 RCE SL HH TO CAP t t MATCHLIN " SOETO_MH o 12' E SE 3C2-40 & a E RIGHT 1-1 0 AL CLP HH TO SL 2 RCE H083 _ 134+0 . ^_ I / #8 L CLP 13"x24'x24" CONCRETE 34 05.0 I II , 3— 4w BAR - 4 +o .00 RCE H090 I Y 13"x24"x24" CONCRETE 27 RCE H082 4 97.00 140» 3- 4W BAR 13"x24"x24" CONCRETE 1 3" 3- 4W BAR 1 1 p 112' 27 as 12/ -- RCE SL PME TO HH RCE H081 N- 1 1� RCE H091 3/c 2-1/0 & 13'x24"x24" CONCRETE HH TO--SL j gp 12' 3"xaw"x224R" CONCRETE j 1—#2 AL CLP 1 t 3— 4W BAR 2/C #8 LP 0 12' LLLLJ27LL HH TO SL 2/C #8 AL CLP 13" 2/C 8 AL CLP i 1 3" RCE SL o 1 � H� TO SL 27 88 95' RCE SL I I I I j I HH TO HH RCE H088 3/C 2-1 0 & 9+ • 132+7 H TO HH / / 13'x24 x24 CONCRETE 3�C 2-1/0 & 1—#2 AL CLP 3— 4W BAR 1—#2 AL CLP RCE SL i 24 1.4 t I 1 1 3» 153' RCE H080 RCE H089 24 13"x24"x24" CONCRETE 3-x24"x2 4w BAR t 1'� L PME TO HH R L i 3- 4W BAR R CONCRETE p 12' 3/C2-1/0 & t 1 I 3- 1—#2 AL CLP t t HH TO SL 83 145' 86 12' 2/C #8 AL CLP � RCE SL 27 _ -- H 0 S J 2/C�8 AL CLP 10 1 60' 13 - _ 98 t 12' 1 26 I I I I I I RCE SL HH TO HH HH TO SL a RCE SL RCE SL 1/#2 AL 2-1/0 h 2/C #8 AL CLP ' '+as.°o RCE H086 f ® ® I + 0,00 23 133x24"x224R" CONCRETE 0 1 1 3` T22 ' � rt 99 12' 96 112' PME TO HH RCE SL ---+- - 'Z 73 +1 2/C #8HH 0 SL /C 3/#2 AL/CLP 1 1� 84 143' 22 91L 94 12' 2/C #8 AL CLP RCE "H087 H TO SL HH TO SL HH 2/C #8 AL CLP 23 133 x4W x AR CONCRETE 3/C 2 01/0 &HH 28 137+25,00 RCE H084 1-#2 AL CLP � � _. " 81 155' RCE SL 4W x� CONCRETE RCE H085 W 1 3' 93 13"x24"x24" CONCRETE / 3— 4W BAR 14 HH TO HH 2 5" \ ' t ss' RCE H079 20 ' ' � 'i e9*'800 95 12' 3/C 2-1/0 & 1-#2 AL CLP PME TO GAP 13"x24"x24" CONCRETE 79 112'1 I I /' 3— 4W BAR HH TO SL C�TO S P 2/C #8 AL CLP 2 1 3' 17 RCE SL sz 260' RCE SL ;j / 3 5" 16 PME TO HH 150' 3/C 2-4/0 & RCE SL 82 175' PME TO CAP ��� ,�, 1-1/0 AL CLP o ) 39 HH16 $L .. + 1 4" 12 25" /C AL CLP t + RCE H077 ,L i3"x24"x24' CONCRETE 70' 3- 4W BAR -- 36j - PME TO CAP i 1 77 30' � 75 12' " _ RCE 0024 HH TO H MEMO / SL SURD T 1 P 5'x10'6"x7' PME- 4H 2-1 J�0 i �' 50KVA 120-240 6.9KV �1 ri 1-#2 CL r,�` SOE TO PME � �;� ` � "' KURD D.E. SW/FUSED 2/C #8 AL CLP 1 F ,L SL �� - 1 4 r 6o CE RCE H078 MEMO 13'x24"x24" CONCRETE + 1 80 49' 3- 4W BAR SOE TO PME HH SL 2/C #8 AL CLP I MATCHSEE � SINE B SHEET � C SEE LEFT 1 3" 7 1 3" 78 120' --,._�xP (9j\5'/ rPME TO HH l HH TO HH 3/C 2-1/0 & 3/C 2-4/0 & 1—#2 AL CLP 1-1/0 AL CLP C 1 Y OF R AN CH U CU CAM ON GA APPROVED 8Y.' WILLIAM J. O'NEIL R.C.E.24953 Cl TY ENGINEER DATE N0. DATE REVISIONS CK. B ._ _ _ _ V 1 4/21/04 SUBSTRUCTURES AND CONDUIT B I' ICTORIA GARDENS LANE BACK13ONE T S �� - AMUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION SCALE r"- 50' FINAL SYSTEM FOR CONSTRUCTION PLOT DA IL DESIGN BY: sut.ko uaiuy o.. ��. DRAWN BY: CHRIS BEEMAN 06/18/04 JOB NO.: 03-0002C SHEET 4 OF 4 MATCHLINE "A " SEE RIGHTMATCHLINE "B SEE SHEET 3 11�+9a HH TO HH 4 5» 4 MEMO I I 41 EM I I PME TO VAULT 1 1 ipg+Ag.r)n HH TO HH _ - -- -- RCE H034 SEE RIGHT 61 20' 1 I RCE H044 13"x24 x24 CONCRETE ' RCE H033 I ~ « -- 3- 4W BAR 13"x24"x24" CONCRETE I I - - 113 2/C #8A L CLP I I I 3- aw BAR 13'x24'x24` CONCRETE ' , , 3- 4W BAR ' RCE SL 39 20' ' I HH TO SL i HH TO SL H TIS ' HH TO SL 2/C #8 AL CLP __ 2/C #8 AL CLP H TO SEa.V I CG 2/C #8 AL CLP W Ta T/5 r.aRVI3/r-E I RCE SL 1 3" 3� Z- 1/0 1 1 - # 2. 1 �j - ---- RCE SL /C RCE SL 1- 1/6 I*2. PME TO HH I ALF - - 4 5" '1 I I - 3/C 2-4/0 & - - 4MEMO - I UI L L 1-1/0 AL CLP I ,, I I 1 5" PA�JQ VAULT -- -- GARDENS LANE 1 ' Ott KIGHT - - - , 1 5" . - -I- - - 7 565' —I S . MAIN ST. 242' --_-- MATCHLINE " C " SEE RCE H056 " RIGHT 33"x�4�"x24 CONCRETE BAR MATCHLINE D SEE SHEETRCE SL e+44. /� T +32. I 87 20' I I I 83 20' 1 I I 2 5" I I HH TO SL I 8 ass' 500 2/C #8 AL CLP HH TO SL 00 I I VAULT TO SIDE 86 11413 l o 2/C 18 AL CLP I I I RCE SL I I + 1 3" RCE H055 I I HH TO HH I N 81 132' 13"x24"x24" CONCRETE I I 1 1' 3/C 2-1/0 & --t-- 3- -t--3- 4W BAR I I I I 1-#2 AL CLP HH TO HH ' 8a 20' -- - ------- - ----�— --- i --- -------- 3/C 2-1/0 & RCE SL I I I HH TO SL - - - -- 1-#2 AL CLP I , 2/C #8 AL CLP SOE T75 ` 126+94.00 0 SOE 1 1126+94.00I I r I' I I 79 20' + . I , I RCE "H054 13 x24 x24 CONCRETE I j HH TO SL _ I I RCE SL 3— 4W BAR i + I 2/C #8 AL CLP - 1 3` RCE H053 " I I I I 1 3 I 6 128 13`x24'x24" CONCRETE 'y I I 1f! - ', 80 150' I I I I I 3- 4W BAR ' HH TO HH t, ( - - - - - ,, j 3/C 2-1/0 & - U L TU R A L HH TO HH I I I 1—#2 AL CLP RCE SL ENTER D R . ����o-��P I ' 1 1 RCE SL I RCE 0012 1 O 5'x10'6"x7' VAULT 2/C HH #8 AL CLP II + s 95' I 1 I I I I I �i 125+52.00 VAULT TO CAP RCE H051 1f I 1 + 3- 4W 3 x "x CONCRETE BAR RCE H052 1 3" 78 I i , 13"x24'x24" CONCRETE 75 145' RCE SL I 4 I I 3- 4W BAR ,I j I I J HH TO SL ;I HH TO HH 71 Tri7i I ; 2/C #8 AL CLP d 3/C 2-4/0 & 1-1/0 AL CLP HH TO SL76 35' I �� o I 2/C #8 AL CLP 4+ I I ) I + i W Co 24+ I I VAULT TO HH j I 3/C 2-4/0 & I I I 1 3' I I � 1 3" 1-1/0 AL CLP I I 6 125 - 74 pr/ RCE 0011 5'x10'6'x7' VAULT HH TO HH VAULT TO HH I 3/C 2-1/0 & 1 4 I I I 3/C 2-4/0 & II ' 1-#2 AL CLP 7t 2ID' tq 1-1/0 AL CLP I I 2 5" RCE H049HH T I I I I 8 MEMO 0 SL I I I I I VAULT TO SOE 13"x24"x24" CONCRETE 2/C #8 AL CLP I I RCE H050 3- 4W BAR RCE SLI 13"x24'x24' CONCRETE I I 1 3- 4W BAR I I I I I ' 1 3" 71 1 ti I ' 1 3" I I I I I 70 147' 72 20' i I 67 143 + 2.00 ! II I * o.o I HH TO HH HH TO SL HH TO HH 3/C 2-1/0 & 2/C #8 AL CLP I 12 +00.00 3/C 2-1/0 & 1—#2 AL CLP I I I 1—#2 AL CLP I RCE SL ' / ` I / b � RCE H047I + RCE H048 - 13 x24'x24" CONCRETE 1 I 1 13"x24"x24" CONCRETE --- 3- 4W BAR �-� i —_ 65 20 I , 3- 4W BARKIM � TO SL -- - - F L L ; - - - - - -- To - - --- - --- 68 20' --- - - - - - -2/C #8 AL CLP � / NN Tc T SrPvlcrL I J _ I a o 1 t, I I 3 C 2.• 1/0 1 - !Z I2/C#8 AL CLP 4+ 00 RCE SL U CH T �� -- - - - _ - - - 1 5' _ -=3o�r=-- - - - 7 3 84' r - I I - �, - -- - -- - - �! - I F�' I - __—�_ VAULT TO CAP -___—__— ► — ----- N . MAIN ST. - _ 1 � '� ,�� � I � �► J 12)w J- - - - / � 1 3" I I I HH To HH RCE SL I RCE H057 ' I 3/C 2-1/0 & I I 33"x41 AR 4"x " CONCRETE I RCE SL 1-#2 AL CLP I I I 1 1� + ' .00 63 20' 6 MEMO I I + a VAULT TO VAULT RCE H045 II HH TO SL I _ 85 135' I I I 1 114 13"x24"x24" CONCRETE 2/C #8 AL CLP J ; 88 20' BA 3- 4W R ; , RCE H046 HH TO SL It3'x24' HH TO SLx24 CONCRETE 2/C #8 AL CLP —� +44.00 I 3- 4W BAR � I 2/C #8 AL CLP 1 3" ; 19t44_p -- }- — — — ----- - — RCE SL 61 152• HH TO H 3' H s2 3/C 2-1 0 & I t 45' t t 1—#2 AL CLP �- 64 20' f i 87 CITY OF RANCHO CU CAM ON GA I 'HH TO H HH TO HH I 3�/C �1/ 31 HH TO SL » )l 3/C 2-1/0 & APPROVED BY.- 1— C P' 2/C #8 AL CLP M ATC H Ll N E C SEE LEF T 1—#2 AL CLP I � I WILLIAM J. O'NEII R.C.E. 24953 CITY ENGINEER DATE NO. DATE REVISIONS RCE SL CK. B _ I RCE H043 � s DAY CREEK BOULEVARD I E ' 13"x24"x24" CONCRETE , 3- 4W BAR I 1 U T S K vi + o ' 3' - � UTILITY DESIGN „ „ - 60 2 HH 1TO 55' HH , INC. ELECTRIC DISTRIBUTION MATCHLINE B SEE SHEET FINAL SYSTEM 3/C 2-1/0 & SCALE 1"= 50' FOR CONSTRUCTION 1-#2 AL CLP PLOT DATE; DESIGN BY: But*o Utility Design Inc. DRAWN BY:CHRIS BEEUAtr 06/18/04 JOB NO.: 03— 0001 C SH E E 1 3 OF 4 "MATCHLINE E SEE RIGHT , MATCHLINE , ." F " SEE RIGHT _ 1 5" 1 I 1 273' SOE TO CAP I II150+73.00 I I I I ! I I I 2 5r 496' I ISOE TO SOE I � ' I CE 0013 ' S'x 10'6"x5' VAULT I I SOE TO SOE / I I / L41. i - - r I I -- — 15 I 11 163' T CAP SOE 0 I 142+25.00 _ n t I i I I 75 W I -- W I ,� - R D I > I � RCE 0014 ; �� 19 155' +--� _-- I I I 5'x10'6"x5' VAULT SO 1+ Q 47+ 9. 0 I I l o it jr 1 4 162' i I 1 5. I I 1 112' SOETO CAP 145 + ' I I SOE TO CAP I ' j SOE TO CAP " o 10 ' ` ~��- I � RCE 0015 5'x 10 6'x5' VAULT I -- - -- - � -- 153+95.00 - -- - .. I 15r t o I r 1 I 1 201' 1 + i 2 5 I I I SOE TO CAP,) 0 MEMO I I I I SOE TO SOE I ' ' I 2 5" 153+39.00 I I I I I MEMO SOE TO I I I I I I I I I I I I I 6 MEMO � I I SOE TO SOE 10 11 I I 1 + 'N I I I I I I I I ' •I I I , ' " MATCHLINE " F " SE E LEFT MATCHLINE D SEE SHEET 3 MATCHLINE E SEE LEFT i 5 s i SCALE 1"= 50' CITY OF RANCHO CU CAM ON GA APPROVED BY WILLIAM J. O'NEIL R.C.E. 24953 CITY ENGINEER DATE N0. DATE REVISIONS CK. Br I u DAY CREEK BOULEVARD B \/ S K UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION PLOT DATE: B NO.: 03-00010 SHEET 4 OF 4 DESIGN BY: B-19kcUtility aes;gnInc. DRAWN BY:CwRSaEE)J- 06/18/04 JO " SEE SHEETMATCHLINE AA SEE RIGHT MATCHLINE A3 i 1 1111 O 8 0 I O O s 5• lits O O C s �AULT TO VAULT I I I I I IoI it I p 1101, C E 0001 �I 7r '14'x8' VAULT I{�I I I rl G�OUND ASSEMBLY I'NOOKS AND RAC9 s 5' U � 3 782' ++ VAULT TO VAULT PME— o o c II II it I II I I 6-5' 7EXIST 8 I II II it 7.00 c— o �] P P. t 364TEE� �Ii i' O SUB TO VAULT o •wor,r C.,w U. 1` V6')d2.-, xT 71 RCE 0002 5'x10'6"x7' VAULT GROUND ASSEMBLY HOOKS AND RACKS I ' 24+00.00 Y — rU 7 —� � �-_—)("_ •—Win--.5�1��I HI' __ i S EXISTING MANHOLES 6 M 6'x12'x7' MANHOLE W � i 6 �• Q' 2 MEMO 1 II VAULT TO VAULT SEE LEFT I � mil iI i Uri LI O � i s • i� MATCHLINE AA SEE LEFT CITY OF RANCHO CU CAM ON GA APPROVED BY.• WILLIAM J. O'NEIL R.C.E.24953 CITY ENGINEER DATE NO. DATE REVISIONS CK. B FOOTHILL BOULEVARD BACKBONE BUTSKO E1111211"'I'alUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION SCALE 1 = 50' PLOT DATE: DESIGN BY: Butzko Utility Design Inc. DRAWN BY:CHRIS BEEww 06/25/04 JOB NO.: 03-0004C SHEET 2 OF 6 RCE H001 13"x24'x24' CONCRETE RCE H003 3— 4W BAR 13"x24"x24' CONCRETE RCE H005 RCE H007 3— 4W BAR 13"x24"x24" CONCRETE " " RCE H009 RCE F011 1 1 3— 4W BAR 13 x24 x24 CONCRETE 3— 4W BAR 13"x24'x24" CONCRETE 3— 4W BAR 13'x24'x24" CONCRETE 31 12' 1 1.4 3— 4W BAR , 1 2/CH#8ALTO SCLP HH TO SL 35 12 39 12' 43 tt2� 47 t12k 2/C #8AL CLP HH TO SL HH TO SL RCE SL 2/C #8AL CLP 2/C #8AL CLP 2/C #8AL SL HH TO SL RCE SL 2/C #8AL CLP RCE SL RCE SL 1 2' RCE SL RCE SL D 29 125' 71 2" 1 127 I HH TO HH 33 126 37 127' 1 2" 1 2" + 3/C 2-1/C & HH TO HIH 41 150' 45 'so' 1 2' 1-#2 AL CLP 3/C 2-1/0 & HH TO HH HH TO HH 49 11.3'* 1 3/C 2-1/0 & HH TO HH I-- -#2 AL CLP 14 1-#2 AL CLP 3/C 2-1/0 & 3/C 2-1/0 & I 1-#2 AL CLP + 1-#2 AL CLP + HH TO HH 3/C 2-4/0 & -- — — 1-1/0 AL CLP - - --- __ 24 71 — —_ _—- --- -- ----- --— -- '9 �0 14 14 OD + + + co + + m VC. + A cn Ln Li + O 7 1 2" , 2" i 2" 71 2`/' MATCHLINE A SEE SHEET 2 H '26' 127' 15°' 42 ,50' 2" 1 I HH TO HH HH TO HH 6 5' HH TO HH HH TO HH 48 330' 6 5' 3/C 2-1/0 & 3/C 2-1/0 & 4 693' 3/C 2-1/0 & 3/C 2-1/0 & s sar I 1-#2 AL CLP 1-#2 AL CLP VAULT TO VAULT 1-#2 AL CLP 1-#2 AL CLP VAULT TO HH VAULT TO VAULT 6 5' 3/C 2-4/0 & VAULT (� 3 TO VAULT — ..F�. ��-- RCE SL RCE SL RCE SL RCE SL RCE SL 46 ' "110"21 -1/0 AL CLP T e SEE SHEET 2 71-1747 '_7 TO VAULT 1 ,/2 1 1� 1 1 3/C 2-4/0 & 26 135' 28 ,2' 32 12' 36 12' 40 12' 44 12' 1-1/0 AL CLP HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL HH TO SL 2/C #8AL CLP 2/C #8AL CLP 2/C #8AL CLP 2/C #8AL CLP 2/C #8AL CLP RCE 0003 RCE H002 RCE H004 RCE H006 RCE H008 RCE H010 13"x24'x24" CONCRETE 13"x24"x24" CONCRETE 13'x24"x24" CONCRETE 13'x24"x24" CONCRETE 13'x24"x24" CONCRETE 5'X10'6"x7' VAULT 3— 4W BAR 3— 4W BAR 3— 4W BAR 3— 4W BAR 3— 4W BAR GROUND ASSEMBLY HOOKS AND RACKS RCE 0004 5'x10'6"x7' VAULT GROUND ASSEMBLY HOOKS AND RACKS r I i I CI -i Y Ur RANCHO CU CAM ON GA APPROVED BY.• WILLIAM J. O'NEIL R.C.E.24953 Cl TY ENGINEER DA TE NO. DATE REVISIONS CK. B _U FOOTHILL BOULEVARD BACKBONE T S gUTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM SCALE 7"= 50' FOR CONSTRUCTION PLO i DATE; DESIGN BY: a,tsko Utaty Daw DRAWN BY:CHRs BEEwAN 06/25/04 �B N0.: 03-0004C SH EE 1 3 OF b ��((�2� RCE H015 13"x24"x24• CONCRETE 3- 4W BAR RCE HO 17 RCE H013 13"x24"x24' CONCRETE 3- 4W BAR 13"x2 244 x" " CONCRETE t� 3- 4W BAR 1 57 12' 1 1 1 1 HH TO SL 61 12' 53 12' 2/C #8 AL CLP RCE SL HH TO SL 2/C #8 AL CLP 2/C H#8 ATO L CLP RCE SL RCE SL RCE SL 1 4• RCE SL 191' 1 2• NN Td SL PULLBOX TO CAP 59 141' THLP D 51 150' 1 2• HH TO HH 55 160. 3/C 2-1/0 & - 1-#2 AL CLP H � S2/- -- I � SO 88 {� L - w + < .-I 2/C L#8A L CLP -- 3 - - - ., - - u 0 A ro __ I - - - - ! _ - - -"A - -- - — - - z _ - - -- - - -- _ - -- - - -tip— �t ti D --- - = == - - -- - - - - _ - - - - - - - - -- - - - - - _ - -t- . - Cf) --�-_ 1 2" D FT]00v 4 ,L Lu 63 19 - - ------- - rn3 C 2-10 & V / --- - _ - - ---co 94 4- - --- --—------ v - -- - -- - -- - --_- _ - -- - - sw — ---- - —- --- v -- �. = � PUE3LIC -- — - T T - ---- --— ------ -- c/) � I v. / ti - S10 0 - — LA 00 48 EM ( I� 52 t - PULLBOX TO LSAR i * ' L, o ' i _ -- ' �'' i / 1 454 125' 1 2" 1 2" 1 2• • HH TO HH � 5e 150' 62 t 50' 365 66 165' I I SEE SHEET 3 T�SL SOE TO CAP 2 C H#8 #TO SL CLP C " Z/C s 5" / 3%C 2-1/0 & 3/C 2-1/0 & PME TO HH 1-#2 AL CLP 1-#2 AL CLP 3/1/0 4 0 P 5 ►IE110 RCE SL RCE SL RCE SL RCE H012 VASE VAULT RCE SL ( � 13"x24"x24" CONCRETE SHEET 3 R V � 3- 4W BAR CE SL C ' RCE SL 1 1� 56 12' 1 1 1 1 60 12' 64 12' 1 1.� HH TO SL 1 4. 68 12' y 2/C #8 AL CLP HH TO SL 2/C #8 AL CLP 2/C #8 AL C L 252' RCE H014 RCE H018 2LP PULLBOX TO SOE /C #8 AL CLP HH TO SL 6 5" 13"X24"x24• CONCRETE RCE H016 RCE CONCRETE 789' 3- 4W BAR 13"x24"x24• CONCRETE 13x24 243- 4W BAR 3- 4W BAR RCE 0089 VAULT TO VAULT RCE 0005 i 5'x10'6"x7' VAULT 5'x1006"x7' VAULT GROUND ASSEMBLY HOOKS AND RACKS RCE 0068 GROUND ASSEMBLY HOOKS AND RACKS 3'X5'X4' PULLBOX GROUND ASSEMBLY HOOKS AND RACKS s t Ci Y UF CU CAM ON GA APPROVED BY., 7, TITWILLIAM J. 0 NEIL R.C.E.24953 CITY ENGINEER DATE N0, DATE REVISIONS CK. B _ _ '�JTSX FOOTHILL BOULEVARD LVA 0 RD B ACKBONL L"x _--FUTILITY DESIC-N, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM SCALE 1"= 50' FOR CONSTRUCTION PLOT DAME: DESIGN BY: Butsko Utillt' [)ee4n lnC, DRAWN BY:CHRIS BEDPAN 06/25/04 JOB NO•: 03-0U04C SHEEJ 4 OF 6 TO CAP ON NORTH EAST SIDE OF DAYCREEK RCE 0006 RCE 0007 TO CAP ON SOUTH WEST SIDE OF DAYCREEK D ETAI L A " RCE H019 13"x24"x24" CONCRETE RCE H021 RCE H023 3- 4W RCE H025 W13"x24"x24" CONCRETE 13"x24"x24" CONCRETE 13"x24"x24" CONCRETE 3— 4W BAR 3— 4W BAR 3— 4W BAR 1 1 69 i 2' 1 1 1 1 1 1 73 12' 77 12' 81 12' HH TO SL RCE SL 9 414" RCE SL 2/C #8 AL CLP HH TO SL HH TO SL HH TO SL RCE 0006 TO CAP RCE SL 2/C #8 AL CLP 2/C #8 AL CLP 2/C #8 AL CLP RCE SL RCE SL RCE SL DAYCREEK V D ' 2" D1 14 _ 71 r' � 67 17 4' HH Tq =t �& + 3/C o #8` 000 o#2 A P H TO H T - - 3 C 0 T + / C� — L OPOSED R N - N#2 AL CLP 1'—#2 AL CLP o l,/ J - O � zWI - -- - - f-- — _ _er - 2 5 6 47' ---- -- - - -- -- - - - - --- PINE TO FUSE CAB C FULL - - ---- OO n� T HtL-- - - tit _ FULL 2 5' ` t r K�) 101 102 103 104 105 tt� 111 FUSE CAB TO VAULT a v _ -- ___ 01 �.Y Li ru 14 ca RCE 0067 - - _ - © � 163' T 1 2 11 - - 46"48" FUSE CABINET PAD --� � � ��rLj- -- _ _ I[�1CJLJC:J� � -- a, i TO Ht 2" S. o D — ❑ - C _2-1/0 & y CE 0006 TO C - - --- -#2 AL CLP If 9.1 � HH HH TO HH 0 _ 1— 2AL/0 1 ? 3�#2 AL/CLP 1 #2 L CLP 2 S 7$ 164 10 333' RCE SL 2 4' RCE SL RCE SL RCE 0007 TO CAP RCE SL 11 209' 3/HC 2 O1%o & SOE TO CAP 1-#2 AL CLP 2 5' 1 1 74 12' RCE SL 84 12' 86 12' 2 5' S YE 0 CAP ATO CAP 70 26 HH TO SL 1 ' 6 62' VAULT TO VAULT HH TO SL 2/C #8 AL CLP 80 12 2/C #8HH 0ALS CLP 2/C #8HH O L CLP SL VAULT TO PME SEE SHEET 3 2/C #8 AL CLP RCE H020 RCE H024 RCE H026 13"x24"x24" CONCRETE HH TO SL 13"x24"x24" CONCRETE 13"x24"x24" CONCRETE 3— 4W BAR 2/C #8 AL CLP 3— 4W BAR 3— 4W BAR RCE H022 13"x24"x24" CONCRETE 3— 4W BAR RCE 0006 RCE 0007 5'x10'6"x7' VAULT 5'x8'6"x5' SOE GROUND ASSEMBLY HOOKS AND RACKS GROUND ASSEMBLY HOOKS AND RACKS CI Y OF R AN CH C CU CAM UN GA APPROVED BY.- WILLIAM J. O'NEIL R.C.E.24953 Cl TY ENGINEER DATE NO. DATE REVISIONS CK. B uj- U T S 1K u FOOTHILL BOULEVARD BACKBONE x � UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION FINAL SYSTEM FOR CONSTRUCTION SCALE 1 = 50 PLOT DATE: DESIGN BY: Butsko Utility Design Inc. DRAWN BY:CHRIS BEEMAN 06/25/04 ��� N� �3-00�4C SHEE1 5 0F 6 ti t . 1 i i i II II 1 . 11 { I i RCE H093 RCE H095 RCE H097 13"x24"x24" CONCRETE RCE H099 3- 4W BAR 13"x24"x24" CONCRETE C RCE H101 _ 13"x24"x24" CONCRETE 3 4W BAR 3- 4W BAR 3-"x4W"x24"BAR CONCRETE 13"x24"x24" CONCRETE 3- 4W BAR 1 1 p 1 1 t 1� 26 12' 30 12' 1 1 34 12' 41 12' HH TO SL HH TO SL 2/C #8 AL CLP HH TO SL HH TO SL 2/C #8 AL CLP RCE SL 2/C #8 AL CLP D 2/C #8 AL CLP RCE SL 1 3" RCE SL " RCE SL 1 3 31 210' � 72' = r PICK—UP POINT "A" 7173-7 HH TO HH HH TO HH 1 3" 1 3" EXIST 3-5" VAULT TO CAP 95' 27 217' 1 3/C 2-1/0 & 3/C 2-1/0 & ao 11t' 42 0l' HH TO HH 1 -#2 AL CLP 1-#2 AL CLP Z 3/C 2-1/0 & HH TO HH HH TO HH N ry 1-#2 AL CLP A 3/C 2-1/0 & 3 I 3 5' o, 1 -#2 AL CLP m w 1/#2 AL/CLP S o I o CAP 0 1 655' o N a ci u o o a 0 k ........... .. _ �I Iz ;�; - 13�U-- 1----.---- ._ — ---- - - 1J 7 r i _ ..�.i _ _. �-- 1 I Ja ti 1 I, \ ) --.-- ti IS I _ - - - _ j � - - _ __- _L-1U1?1� , I .I1N_ 1 ER._ I:,I RCE 0000 I �- . ,01-- -- ,_--1z�w _ ---- ----- _ �. �._�_,� _. __ - 5'x10'6"x7' PME—tOCL --- —{ ' _ -- �4 ; f 1 _ 1 RCE SL I J I r I 1 3 1 3" I I l 29 y �3 C TO HH HH TO HH I I 1 3 / 2 1/0 & 3/C 2-4/0 & f, rn 1—#2 AL CLP 1-1/0 AL CLP r 39 208' 2 5" I ' I RCE H092 2 MEMO ----� i HH TO HH x24"x24" CONCRETE CAP TO CAP 3— RCE SL 1 3" 4w BAR 3/C 2-4/0 & SEE SHEET 3 3- - 0 AL CLP 36 78 11/ 1 1� 1 1HH TO HH �) 28 12' 32 12' 3/C 2-4/0 & 1-1/0 AL CLPHH TO t 1 2/C #80 SL L CLP HH TO SL 43 12' , 2/C #8 AL CLP HH TO SL 2/C #8 AL CLP RCE SL RCE H094 Y 13"x24"x24" CONCRETE n u 3- 4w BAR PICK—UP POINT B RCE H098 — " EXIST 6 5" VAULT TO GAP RCE SL 13 x24 x24" CONCRETE 3- 4W BAR i 31 126' PME TO HH HH TO SL 3/C 2-4/0 & 2/C #8 AL CLP 1-1/0 AL CLP EXIST RCE H096 RCE 0056 13"44%24" CONCRETE 5'x10'6"x7' PME 3— 4W BAR I i i 0 SCALE I "= 50' rn 0 0 CI l Y OF RANCHO CU CAM UN GA APPROVED BY: WILLIAM J. O NEIL R.C.F.24953 CITY FNCINFFR BATF N0. DATE REVISIONS CK. BY 1 3/9/04 STREET LIGHT CHANGES , r CENTER CULTURAL DRIVE I3ACI130NL N U UTILITY DESIGN, INC. i ]CLIJCTRIC DIS� RI� UIION FINAL SYSTEM FOR CONSTRUCTION I HLU i VA IL: 1 DESIGN BY: eowo utility,Design Inc, DRAWN BY:CHRs Summ 06/24/04 _ - JOB NO.: U,5--UUU SC SHEET 0� r; I I RCE H105 13"x24"x24" CONCRETE _..___ -— ,1 {, Gl 7, --- 3- 4W BAR - -- - _ 1 3" 1 1� ------- - I \ F u i_ (.- RCE H103 46 12' RCE H107 56 168' 13"x24"x24" CONCRETE 13"x24"x24" CONCRETE T. I gyp`, V-- 3- 4W BAR 3- 4W BAR HH TO HH HH TO SL 3/C 2-1/0 & 2/C #8 AL CLP 1-#2 AL CLP - 1 1 RCE SL 1 1 — r. -� , .- 45 12' S0 12' 1 3" 55 207' HH TO SL HH TO SL 2/C #8 AL CLP 1 D t 3" 2/C #8 AL CLP HH TO HH RCE SL - • — — - - __-______. , RCE SL ` RCE SL 4s 108' RCE SL 3/c 2-1/0 & '. ..:� --� 1-#2 AL CLP 1 1� - �1 �'t ' HH TO HH 62 12' - 1 1' 3/C 2-1/0 & RCE H104 , 61 12 1 3" TTO 1—#2 AL CLP " 3_x4w"x AR CONCRETE HH TO SL J ' HH TO SL 43 EM » 2/C #8 AL CLP 2/C #8 AL CLP 47 ATC H I B S I G HT 1 RCE H110 RCE H108 Z 2 314' S4 12' 13"x24"x24" CONCRETE ' HH TO HH �' 3- 4W BAR � t � 13"x24'x24" CONCRETE oCAP TO CAP 3/ & I' rn o SEE SHEET 2 1—#2 AL CLP N ru N w w II' HH TO SL r 3- 4W BAR 1 1 p + 1 ' o m r W 2/C #8 AL CLP " ° U 'v co w �o � f: r 1 3" 0 C) 1t RCE SL 1 3 i ss 102' I lS 60 190' *1 + 1 _� ... _.. �. _ —_ . l- - —� HH TO HH ---_ __ ; 4 _ is H H TO HH ' 3/C 2-1/0 & � - - L _ . _ . ..l _r I 3/C 2 1/0 & I 1/#2 ALCLP 137 l3[i 130 ! 1.10 41 hr 1 ml f _ _ — - _- -+- — - — -t — _ —#2 AL CLP I SL " !�5 1 . �b ._ .._ _...__._____. _ _...__._.� _ -- cf) - - --- - . _— .. _...... _ _ ... _ —7 J `--- - L CLP H L 11............... ..__....._. ,.._ � ' - I I RCE SL I._'I _ ._ __ ._.. .. _._ -.._I ; " row - pj r) 1Hc � — N J — � CE H 106 _ . R " e ,w-- - �� I 13"x24"x24" CONCRETE w I Nu � � -:, 3- 4W BAR V / I m v g T Jsj�...( ` Q 1 3 12 i \ W 7 53 " HH TO HH ( I I I =_, . _ HH TOS 2 5 _ 2/C #8 AL CLP 3 1 3" 1 3" 3 775' /#2 AL/CLP I j C) m 51 356' J' 44 246' CAP TO CAP �i I N HH TO HH HH TO HH 3/C 2-1/0 & 3/C 2-1/0 & RCE H 102 i 3" 1-#2 AL CLP 1-#2 AL CLP 13 x4W x24" CONCRETE 55 EM 1 BAR RCE SL RCE H109 HH TO HH 1 1 133"x24 x24 CONCRETE 4W BAR 1 3" 52 12' 1 A 56 EM e 46 12' HH TO SL 2/C #8 AL CLP HH TO HH HH TO SL i 2/C #8 AL CLP RCE SL MATCHLINE RCE H 100 B SEE r 13"x24"x24" CONCRETE t ti 3- 4W BAR r, 1! • 31 j �r rn SCALE I "= 50' 0 0 C1 l Y OF RAN CCH U CU CAM UN GA APPROVED BY. WILLIAM J. O'NFIL R.C.F_.24953 CITY FNGINFFR 0A It- NO. DATE REVISIONS CK. B pl 71g '71 S 1 3/9/04 STREET LIGHT CHANGESV�, s; ' r'! �' CULTURAL CENTER DRIVE BACKBONE0 UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION I FINAL SYSTEM FOR CONSTRUCTION DESIGN BY; ButsMo utility D.»I9n Inc, DRAWN BY;CNNIS SEEUAN 06/24/04 -- JOB NO.: 03-0005 C SH E 1 0F 3 H V P R E A IR CORPORATE OFFICE 7EMECULA OF FICF v ALEN C',A OFFICE y LWA7' 27122 A Pa EX..* 11530 Enerp� Cr SwFpu 27201 Tmsy RoW 11 E Mbia�e+menl S�02t Swu 201 Suns 123 D San Juan Capiatano CA 9267S T-Lda CA 97560 V.N--CA x1355 p 949 467 2566 p 409 296 04PA p 6a 1 160 3(16,5 f 949 467 13!0 f 90a.296 Dw f ft 260 1427 BEmaa design@Glpalnlar rd@MM open h r , �i M ll.l --_-_ -- ------ --- - _ 1 1 /2" C-3 #6 (CKT E31 -6 & E01 -8) ---_-- E01-6 + 1 #6 GND E01-8 ELECTRICAL OUTLET D _ - Q _ MOUNTING DETAIL (TYP) �-4 / - -�- - 1 " C-2 #8 CKT E02-1 _ - _- DAY CREEK BLVD. + 1 #8 ' GND 11 , . t �" E01-8 ----__— I21 ___-;----- - ��3 1 E02-1 E01-6 1 " C-2 #6 (CKT E01 8) -- -�- + 1 #6 GND EO —3 E02-1 E02-3 �J - \ _ Q - --- -- I = Q O I- J Ll 1 /4" C-3 #8 CKT E02-1 & E02-3 r E ELECTRICAL OUTLET POWER' + 1 #S GND O ZEO-4 DISTRIBUTION PANEL W � z LLJN SCALE: 1"=40' CITY i DESCRIPTION OF REVISION DATE APPROVED 4 CITY OF RANCHO CUCAMONGA MEDIAN TREE LIGHTING PLAN DAY CREEK BOULEVARD FROM CHURCH ST TO FOOTHILL BLVD APPROVED BY: DATE: — CITY ENGINEER `��A� .�< _ R.C.E. N DATE RECOMMENDED 07/01/03 CUCAMONGA 220, LP cos BJP&A BY 16830 VENTURA BLVD, SUITE 401 s"ET of 6 ENCINO, CA 91436 CHECKED DRAWING NO. 818-981-4900 - L j -- F 1 1 /2" C R y A + 3 #6 (CKT E01 -5 & E01 -7) R � ro CORPORATE OFT ICE TEYECulA OFFICE vAl E1.CIA CtFF10E + 3 #6 (CKT E01 -6 & E 01 -8) 1 1 /2" C-3 #6 (CKT E01 -5) E 21,22 A Paseo Evade 41530 Elarpnaa(]Sour 27701 Tournay Road A",.p — VlnaaCA Surto 921 Surto 20' Surte 123 D Sar Juan Capsvw.o.CA 92875 Temecula.CA 92580 aa . 91355 1 919 167 2555 P 90°296 Dw P 661 260 3865 + 1 #6 GND + 3 #6 (CKT E01 -6 & E01 -8) 1 Y/9 N7 13W / 90D 296 019D T 661 260 5171 + 1 #6 GND —_ Y EmaII d",gnablpelmarandraoccom DAY CREEK BLVD. 1 1 /2" C-3 #6 (CKT E01 -2 & E01 -4) � 5 + 3 #6 (CKT E01 _5 & E01 _7) E01- + 3 #6 (CKT E01 -6 & E01 -8) li! 1U9 11u 111 _ w 1 " C-2 #6 (CKT E01 - K) - - z + 1 #6 GND 5 W-XE014 E011 � 7 5 E01- E01-X 01� E01-7 E01 5 _ -- ---- -- -_ J $ b 8 E01 7 E01 9 E01-8 E01-6 E01-8 E01- 5 z 6 Imo; U Q 1 1 /2" C-3 #6 (CKT E01 -5 & E01 -7) Q V) 1 3 #6 (CKT [01 6 F01 8) cr- + 1 #6 GND W 1 1 /2" C-3 #6 (CKT E01 -6 & E01 -8) > + 1 #6 GND ' D ELECTRICAL OUTLET EO-4 MOUNTING DETAIL (TYP) ELECTRICAL OUTLET D MOUNTING DETAIL TYP �-4 w 1 1 /2" C-3 6 CKT E01 -1 & E01 -3 � 1 " C_2 #6 (CKT E01 -4) / # ( ), I —� + 1 #6 GND + 3 #6 (CKT E01 -2 & E01 -4) w m } + 1 #6 GND N 1 DAY CREEK BLVD . U) T v _ -- --- -- - -- --- 107 - --- ----I — -- --- G — --- .. - - --- + - -- i- - - 1 1 1 SCALE: 1"=40' E01 4 E01-2 E01 4 E01 2 E01 1 E01 3 E01 1 E01-3 E01 1 E01-3 w I G ` O 1 " C-2 #6 (CKT E01 -3) --- �O + .+ X1 #6 GND CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA - - --- `i- --- - - -------- kL z Q MEDIAN TREE LIGHTING PLAN // I Q DAY CREEK BOULEVARD 1 1 /2" C-3 #6 (CKT E01 -2 & E01 -4) 1 1 /2" C-3 6 CKT E01 -1 & E01 -3 � W FROM CHURCH ST TO FOOTHILL BLVD + 1 #6 GND / # ( ) O � + 3 #6 (CKT E01 -2 & E01 -4) • + 1 #6 GND �,. APPROVED BY: DATE: U _ (Q� CITY ENGINEER R.C.E. N007 v DATE ' RECOMMENDED CUCAMONGA 220 lip ELECTRICAL OUTLET POWER 1 1 /21, C- - - 07/01 /03 , LP 'z EO-4 DISTRIBUTION PANEL 4 `5 € & °`�"'" BY 16830 VENTURA BLVD, SUITE 401 SHEET + 3 #6 (CKT E01 -5 & E01 -7) / BJP&A ENCINO, CA 91436 3 of 6 + 3 #6 (CKT E01 -6 & E01 -8) D 818-981 -4900 DRAWING W. + 1 #6 GND w .2() 0 � O I �4 `1 'j A N M ,I J �s i E ELECTRICAL OUTLET POWER r EO-4 DISTRIBUTION PANEL i 1 1 /4" C-3 #8 (CKT E02-1 & E02-3) + 3 #8 (CKT E02-2 & EO?-4) + 1 #8 GND SHEET LOCATOR MAP 1 1 /4" C-3 #8 (CKT E02-1 & E02-3) + 3 #8 (CKT E02-2 & E02-4) + 1 #8 GND 1 1 /4" C-3 #8 (CKT E02-2 & E02-4) 1 ' + 1 #8 GND 99+ 00 74 0- - -tEO2-3 -- ELECTRICAL OUTLET D2 E02 3 E02 E02-2 E02 4 E02-2FE02-4 MOUNTING DETAIL (TYP)C-3 #8 (CKT E02-2 & E02-4) C-2 8 CKT E02-4 1 " C-2 #8 (CKT E02-1 ) + 2 #8 (CKT Er)2-3) # ( ) + 1 #8 GND + 1 #8 GND DAY CREEK BLVD . + 1 #8 GND N r Y i i I I I E 1 '�!n- N DATE -CITY I DESCRIPTION OF REVISION APPROVED E CITY OF RANCHO CUCAMONG.A A MEDIAN TREE LIGHTING PLAN DAY CREEK BOULEVARD COMMUNITY FACILITIES DISTRICT O 1-01 , PH 1 A " STA. 85+50 TO STA. 101+50 p W w APPRO%U BY: DATE: CITY ENGINEE -Li� R.C.E. 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C� DAY CREEK BLVD . - _ IF w P1-11,3,5,7 -- z 4 #8 THHN/THWN-CU-1.25"C 1 #8 GND (1) 2" SPARE -17 IN " SLEEVE -- -- --- U - -- 5,7 -- - - '13 -- ---- P1-1,3,5,7 � - ---- - ---- -- -- - II 4 #8 THHN/THWN-CU-1.25"C I � # N P1-1,3,5,7 P1 Q 4 #8 THHN/THWN-CU-1.25"C 2 #8 THHN/THWN-CU-1.25"C 1 #8 GND 1 #8 GND ELECTRICAL SERVICE PEDESTAL & P1 V--j 1.25" C.O.I--- SEE "UNDERGROUND STUBS U 1000 AMPS 0 MAAININ 3W 1D z LOCATOR DETAIL" �MPS 1 L1J U U = U I � I J � I i SCALE: 1 "=40' ------------ DAY CREEK BLVD. - Uj CY] Uj �� --- J .--_--- P1-1,3,5,7 - 4 #8 THHN/THWN-CU-1.25"C - 5,7 - 1 #8 GND 3SPARE Lij � I -------_-- 1, ----------__5-------------_->>`------------- I IN)62>,SLEEVE CITY" ----- 1,3 DESCRIPTION OF REVISION DATE APPROVED --- - 57 _ CITY OF RANCHO CUCAMONGA P1-5,7 5 7 z 2 #8 THHN/THWN-CU-1.25"C -- 1,3 Q 1 #8 GND P1-1,3,5,7 --- -- - 1.25 C.O. 4 #8 THHN/THWN-CU-1.25"Cy TRAIL LIGHTING PLAN SEE "UNDERGROUND STUBS 1 #8 GND I � z I � LOCATOR DETAIL" - _ Q ! 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M i LOl I_' I P1-1,3,5,7 O P1-1,3,5,7 4 #8 THHN/THWN-CU-1.25"C z 4 #8 THHN/THWN-CU-1.25"C 1 #8 GND O 1 #8 GND (1) 2" SPARE J 1 L (1) 2" SPARE IN 6" SLEEVE IN 6" SLEEVE - 1,3 -- 13 13 CITY --- DATE 5,7 1.3 DESCRIPTION OF REVISION APPROVED " c.o. - CITY OF RANCHO CUCAMONGA Z / 2 SEE "UNDERGROUND TUBS P1-1 3 P1-1,3,5,7 LOCATOR DETAIL" P1-1,3,5,7 ( -� P1-1,3,5,7 , 2 #8 THHN/THWN-CU-1.25"C 4 #8 THHN/THWN-CU-1.25"C TRAIL LIGHTING PLAN 1 #8 GND 1 #8 GND 4 #8 THHN/THWN-CU-1.25 C 4 #8 THHN/THWN-CU-1.25 C 1 #8 GNDQ (� 1 #8 GND DAY CREEK BOULEVARD I O o I FROM CHURCH ST TO FOOTHILL BLVD APPROVED BY: DATE: ELECTRICAL SERVICE PEDESTAL & 5 > CD CITY ENGINEER R.C.E. N0. 120/24OV, 1 PH, 3W DATE RECOMMENDED 100 AMPS MAIN 06/25/03 P"'ORESTICITY DRAWN BY DEVELOPMENT, CALIFORNIA, INC. SHEET BJP&A 949 South Hope Street, Suite 110 3 of 5 CHECKED Los Angeles, CA 90015 DRAWING NO. 213.488.0010 I VOLTAGE DROP CALCULATIONS/FEEDER SCHEDULE { Parallel Parallel FEEDER L % Circuit Descriptions Amps KVA Ph Volts Conduits Cables Phase Wires Neutral Wire Ground Wire Conduit Ft VD P1-1,3 LIGHTING CKT P1-1,3 3.6 0.9 1 240.00 N A 1 2 1 8 1 1 8 AS NOTED 200 0.42 P1-5,7 LIGHTING CKT P1-5,7 2.6 0.6 1 240.00 N/A 1 2 8 1 1 8 AS NOTED 300 0.45 —I D 00 cn � cn 0 ZA!!7 ----— - -- o _ ---- -- --- - - --- --� � r � Z � � m 1 - �' ----- — - U' 3 7 84+ t, ---- ----- -- fi-- — 82+00 +------ P1-1,3,5,7 4 #8 THHN/THWN-CU-1.25"C 0 1 ,#8 GND 00 P1-1,�i,5,7 m + DAY CREEK BLVD • 4 1 rTHHDHN/THWN-CU-1.25"c ---� _ m C) (1) 21 SPARE `�_ -- — ------ - -� IN 6" ISLEEVE -- 1'3-- -- - ---- ---- - 1,3 1'3 -- 7�� - ----- 1,3 _ _ 5,7-----`- - � P1-1,3,5,7 D 5 - 4 0 THHN/THWN-CU-1.25"C P.O.C. - -- --_- = �- — P1-1,3,5,7 co �- — 4 #8 THHN/THWN-CU-1.251 f8 GND VERIFY LOCATION'C VE JOB SITE 18 GND ELECTRICAL SERVICE PEDESTAL & P1 0 1 .25" C.O. P1-1,3 P1-1,3,5,7 120/240V, 1PH, 3W SEE "UNDERGROUND STUBS 2 #8 THHN/THWN-CU-1.25"C 4 ,#8 THHN/THWN-CU-1.25"C LOCATOR DETAIL" 18 GND 1 #8 GND 100 APPS WAIN 3 #2 THHN/THWN-CU-3" i t N CD a Ot O 24' cn /r i I OD N = DAY CREEK BLVD . l r SCALE: I"= 30• cn m a] P1-1,3,5,7 4 THHN THWN-CU-1.25"C 14' DATE CITY 0 1 � G�tD / DESCRIPTION OF REVISION APPROVED PICK-UP & EXTEND 930 OF m 1.25" DUCT TO BCR of BASELINE CITY OF RANCHO C U CA M O N G A GO)_ 5,7 -- - --- - 1,3 5,7li 10- -- - --- 5,; - SIDEWALK LIGHTING PLAN ------ -- -- -- - T_1,3 DAY REEK BOULEVARD COMMUNITY FACILITIES DISTRICT 01 -01 , PHI A A P1-1,3,5,7 P1-1,3 STA. 82+50 TO STA. 954-50 00 4 #8 THHN/THWN-CU-1.25"C 2 #8 THHN/THWN-CU-1.25"C 11.25" C.O.tp 1 18 GND 1 18 GND �FPRMD BY: DATE: + SEE UNDERGROUND STUBS LOCATOR DETAIL" CITY ENGINEER R.C.E. N0. s DATE RECOMMENDED 05/08/03 ®" FINISHED GRADE O"w'" BY ...: SHEET LAW,p —v TEMEC:UTA CFWEVAL EW_1A OY CE BJP&A ally- 21122-AP.—Ew» 41&V ERp.C.Sn, 272Lt Tmff"~ 1 OF 2 ArY1V"i+A.V 5-921SJ Int Sun•123 Sr lulu C pmnro.G97876 T". 1.CA 92W vw—.CA91$6 WPM ow f* M 3696 CHECKED `9+949,t3 °go]"" c Peels.o 497 DRAWING NO. ErnW asp.tBny.t.v.»ne»elax can 1�i-aCal-�