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Home My WebLink About2084 - ------------ GRADING GENERAL NOT5Q VidftfrY MAP 1. ALL WORK SHALL BK. DONIE IN ACCORDAR E WITH THE PROJECT PLANS AND f: IXtIAMONGA STANDARDS, THE a SPECIFICATIONS, THE TY Or RANCHO C L io STANDARD SPIECIFICA *folus FOR VQRKS CONSTRUCTIOO - 0_1 03 T PUBLIC _00 Ire AAjr% role ft S EDITION, INCLUIDINO ITS ANNULL SUIPIPLE�PL AN AMENDMIEN Arm .111,11 3'' 314 M _6E SPONSI-611_9 FOR CONTRACTOR SHALL BE IfAMILIA 4 WITH X�7D 'iH RE C1 C Ic M 43n IIA8 1A01 ADHERENCE TO THESE STANDARDS, CODO AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF AN't KIND, TELEPHONE OR POWER -4- POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT ........... SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT 'Y ,;7 Wtbt A _41 V4 F, AREAS WHERt IMPROVEMENT WORK 13 TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST _W� 'ITY OF RANCHO CUCAMONGA. TOJH9 C U 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE `A. 44�,t�IA4 �i j- T 4 H14SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY UM DAMAGE TO, EXISTING FACILITIES RESULTING DIRECLY OR INDIRECTLY FROM HIS 4QSe �0 . ,wit, Fir t 14 OPERATIONS, WETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. W�js 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 3 q, 4, PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR �VWZ' CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR "k, RIGHT OF WAY. _ff 4.*'u 31N 5. GRADE STAKES SHALL BE SET BY THE ENGINEER UNDER CONTRACT TO THE CITY OF RANCHO CUCAMONGA. 6. ALL UTILITY LATERAL$, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR V8P1&18 fo en V8#1 8 I �,T V W . TO PLA OF SURFACING OR PAYING. N TE 7. COMPAd STSOF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, ir COMPACT 0 ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE I if.) 19 r iL I - 3 THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT C 4- ;�ITTIT OMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR A�P, OVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR PLAN LEGEND dONOTRUOTION NOTN',4:4 (project 0heeto I thru 12 only) ytq, Y Ile T.C. TOP OF CURB CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF 95% MIN. RELATIVE k- A kt4lk_LA!�_A-kjA.7rel�l L6 Q 9. z iN 4Z C.F. CURB FACE COMPACTION). A.C. ASPHALT CONCRETE 3 2 CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. re lil-I W F.L. FLOWLINE CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIVE (112" OF 95X MIN. RELATIVE 140c A-L L_-*,� I A A A]LI-es r!,--- �1,&_.- V I j 10. UP LIP OF GUTTER COMPACTION). 0A 1, _ 4 "Tj T.O. TOP OF GRATE R I WHEN IMPROVEMENTS ARE 0 BE PLACED ON NATIVE SOIL WHICH CONSISTS CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 114. It 4C 141 Uf OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING INV. INVERT OF PIPE REFER TO PLAN FOR WIDTH (W). j ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR T.W. TOP OF WALL V"T DEPRESSION$, SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. REFER EA 12. E.4 QUANTITIES 13 PROVIDED BY THE ENGINEER ONLY FOR THE H.P. HIGH POINT THAN TH.4 NATIVE MATERIAL. T.F. TOP Of FOOTING TO DETAIL, SHEET 2. 1% ;TIMAI 6V .. .1,, V I . ,1, " ;t : ,::�, ft _ COOVENIIENC OF THE CITY, THE CONTRACTOR SHALL MAKE HIS OWN CONSTRUCT 6" P.C.C. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, DETERWNAM" Or CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. F.S. FINISH SURFACE TYPE A11-6, MODIFIED TO EXPOSE AGGREGATE TO MATCH EXISTING. f 1, ANY ITEM Or,. WORK REQUIRED BY THESE PLANS WHICH 13 NOT SPECIFICALLY LISTED, I 'I,-'tSTIMATIE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 1: I" THE ITEMS OF WORK. GR. BRK. GRADE BREAK PLAN 542, CASE 1. F.O. FINISH GRADk INSTALL RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. S% In fit: 13. CIV AJA YAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM F.F. FINISH FLOOR RE PON CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED PROJEOT SHEET INIDEX 0 0 DU IN TRUCTION. UPON REQUEST THE REQUIRED PLAN REVISION$ SHALL C.L CENTERLINE TYPE A2-8. BE PR .,SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. RIW RIGHT-OF-WAY PROJECT SHEET 14. WORK I AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 9 REMOVE EXISTING A.C. SIDEWALK AND/011 PAD. SHT. I DESCRIPTION FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED PT. POINT REMOVE PORTIONS OF EXISTING MEDIAN (INCLUDING, BUT NOT LIMITED TO, CURB, LANDSCAPING, UPON REQUEST OF THE INSPECTOR. I PROJECT TITLE SHEET 15. EXISTING OR NEWLY DAMAGED AND/OR DISPLACED CONCRETE CURD, GUTTER EXISTING TREE TO BE REMOVED COBBLESTONES, IRRIGATION, ETC.). RECONSTRUCT IRRIGATION SYSTEM AS REQUIRED TO KEEP SUBJECT TO TREE REMOVAL PERMIT -OF-WAY SHALL BE COMPONENTS OUT OF LIMITS OF PROPOSED COBBLESTONES. vj� A SIDEWALK OR DRIVEWAY SLAB THAT 13 WITHIN THE RIGHT T, r Ill I S.D.C.F.C.D. SPEC: ORWO. I CALTRANS SID. PLAN A85 14 1.�� I - 4% REPAIRED OR REPLACED, AS NOTED BY CITY INSPECTOR% BEFORE FINAL I PROPOSED GRADED SLOPE PATH. 0 IN PROFILE AND DETAILS > ACCEPTANCE OF THE WORK. I I REMOVE PORTION OF EXISTING P.C.C. SIDEWALK AND/OR CURB AND GUTTER AND/OR BIKE ST RM 6PA' AIWA 16. COMPACTION SHALL COMPLY WITH 14 17. OBSTRUCTIONS TO PROPOSED IMPROVEMENTS IN THE RIGHT-OF-WAY SHALL CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. 3 INTERSECTION DETAILS AND TYPICAL SECTIONS PROPOSED ASPHALT CONCRETE PAYING PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8"W POSTS AT STEP THROUGH, INSTALL BE REMOVED OR RELOCATED BEFORE BEGINNING CONSTRUCTION OF THE a J71 PROPOSED IMPROVEMENTS. � 1 4 RM 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, PROFILE - Haven Aye to Sfa. 18+00 SHEET 12. I - 4 18. IF APPLICABLE, SUBMIT SHORING PLANS AND CALCULATIONS. FIRE HYDRANT 5 PROFILE '$to. 18+00 to Sfa. 27+50 19. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTING$, FOUNDATIONS, RUBBLE, TREES 13 REMOVE PORTION OF EXISTING P.C.C. "V"-DITCH AND P.C.C. INLET STRUCTURE. AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE 1,01 PROFILE Sta. 27+50 to Sta. 31+00 SHEET FLOW DRAINAGE CONSTRUCT 2' WIDE x 6" DEEP P.C.C. "Y"-DITCH PER DETAIL, SHEET 2. Lx f, SATISFACTION OF THE GEOTECHNICAL ENGINEER/CITY INSPECTOR. 1�1 7 $to. 37+00 to $to. 40+�O z PLAN lk PROFILE EARTH SWALE AND DIRECTION OF FLOW 20. AFTER REMOVAL OF DEBRIS, EXISTING FILL OR DISTURBED NATURAL SOILS INSTALL CHAIN LINK FENCE IN DIRT PARALLELING BRIDGE CONCRETE WING WALLS PER CALTRANS 6 8 PLAN SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL Ij I & PROFILt Sto. 4650 to Sfq� 58400 PLAN A85. HEIGHT=6' (1.83m). ENGINEER/CITY INSPECTOR. GRADE WITH DIRECTION OF FLOW 3.8ox 1 tit 9 Pt 21. THE GEOTECHNICAL ENGINEER/CITY INSPECTOR SHALL THEN INSPECT THE 16 REMOVE PORTIONS OF EXISTING CONCRETE HEADER. 4 PROFILE Sfo. 56+50 fo' Milliken Aye tit EXPOSED SOILS. AND ANY ADDITIONAL OVEREXCAVATION SHALL THEN BE MADE 11 tit 'SION 3TAIPIN0 PLAN[ to Sia. 42+50 17 REMOVE PORTIONS OF EXISTING P.V.C. FENCE. 'p (R Haven Aye IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATION AND EXISTING GRADE CONTOUR LINE $fa. 42+50 to Milliken Avenue AS CONTAINED IN THE SOILS REPORT. iZ4.. DIMM104 4 ST 00 PLAO ol :31 22. THE CONSTRUCT COMMUNITY TRAIL P.V.C. FENCE PER CITY Or RANCHO CUCAMONGA STD. PLAN 1010 All I I b 1. -------- EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT (NUMBER OF RAILS TO MATCH EXISTING FENCE). 1NO P SIgnt0l & Striping Details I 532___� PROPOSED GRADE CONTOUR LINE DIMENSION LEAST 96% or THE MAXIMUM DENSITY* W A&IIIIII 00 INSTALL CHAIN LINK RAILING TYPE 7 ON TOP OF BRIDGE CONCRETE BARRIER PER CALTRANS 113 ELECTRICAL LEGEND, NOttS OETA14_ COMPACTION SHALL BE OBTAINED 13Y METHODS SPECIFIED BY THE EXISTING C14AIN-UNK FENCE REVISED STD. PLAN RSP B11 1-52. SIEGMIENI A GEOTECHNICAL ENGINEER/CITY INSPECTOR. 114 LIGHTINO PUN 7 PROPOSED CONCRETE BLOCK CARDEN WALL 20 REMOVE EXISTING TREE. 23. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING U) Is LIGHT NO PLAN SIGMENI 9 CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF PROPOSED CONCRETE BLOCK RETAINING WALL 21 RAISE UTILITY CAN AND COVER TO FINISH GRADE. A THE GEOTECHNICAL ENGWEER/CITY INSPECTOR BEFORE PROCEEDING FURTHER. TINO PLAN THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES $0 AS NOT TO CAUSE PROPOSED DECORATIVE FENCE/WALL PER 16 UGH 24. -----ia ------- LANDSCAPE ARCHITECT'$ PLANS REMOVE EXISTING SIGN. ANY MUD, SILT OR DE13RIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT 17 LIGHTINO PLAN - ftqM7(af D, PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON INSTALL CHAIN LINK FENCE WITH 20' DOUBLE DRIVE GATES PER S.D.C.F.C.D. SPEC. DRWG. 1. R.D. ROOF DRAIN HTING PLAN PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. St6ttlljj 25. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND TRAFFIC SIGN REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED 13Y SUBCONTRACTORS 4 1, 19 ELECTRICAL DETAILS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT ELECTRICAL SPEC1'F1 At] NS LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND LANDSCAPE REMOVE EXISTING IRRIGATION LINES. 21 WDS CAPE ARCHITW,00 26. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN PLANS TITLE SHEET APPROVAL or THE CIVIL ENGINEER OF RECORD. 22 CONSTRUCTION PLAff EXISTING RETAINING WALL PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION 27. ALL PORTLAND CONCRETE CEMENT (PCC) WATER CARRYING DEVICES WITH & i�, 1 �. DETAIL, SHEET 12. MINIMUM SLOPES LESS THAN 0.5X WILL BE WATER TESTED PRIOR TO FINAL 23 CONSTRUCTION DETA10 P FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SHALL ROPOSED C.M.P. STORM DRAIN 31 PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 12. BE CAUSE FOR REMOVAL AND REPLACEMENT$. 24 IRRIGATION PLAN 28. THE CONTRACTOR SHALL PREPARE FOR REVIEW AND APPROVAL BY THE CITY INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 12. OF RANCHO CUCAMONGA A STORM WATER POLLUTION PREVENTION PLAN PROPOSED AREA DRAIN 25 IRRIGATION MASTER PLAN (SWPPP) IN ACCORDANCE WITH SECTION 7-8.8 Or THE PROJECT 033� INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. SPECIFICATIONS AND COMPLY WITH ALL PROVISIONS THROUGHOUT THE 26 IRRIGATION DETAILS DURATION OF THE PROJECT. PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A208, DETAIL 278. 27 PLANTING 28 PLANTING DETAILS CONSTRUCT 24"' DIA. 14-GUAGE C.M.P. STORM DRAIN. 29 IRRIGATION SPECIFICATIONS 51 CONSTRUCT 18" DIA. 14-GUAGE C.M.P. STORM DRAIN. CIE- 30 CONSTRUCTION SPEC IAL NOTE REGARDING ADDITIVE AUERNATES AND PLANTING SPECIFICATIONS 52 CONSTRUCT 12" DIA. 14-GUAGE C.M.P. STORM DRAIN. 3 INSTALL BROOKS PRODUCTS No. 2424 CB PRECAST CONCRETE CATCH BASIN WITH No. 2424 1. ALL ITEMS NOT SPECIFICALLY DESIGNATED AS ADDITIVE ALTERNATES ARE TO BE 31 TRAFFIC SIGNAL PLAN - GENERAL INFORMATION DETAILS @15 ��_ 5 1 ADA COMPLIANT TRAFFIC RATED STEEL GRATE. "BASE BID", INCLUDING GRADING (CLEAR & GRUB, SUBEXCAVATION, REMOVALS, 32 TRAFFI� SIGNAL PLAN - HAVEN AVENUE 5; W A 55 CONSTRUCT 12"' C.M.P. RISER PER DETAIL, SHEET 2. EXCAVATION AND RECOMPACTION, IMPORT AND/OR EXPORT, UNSUITABLE MATERIAL WAN,74 1% REMOVAL, ROUGH GRADE TO +OX, ETC.) FOR ALL IMPROVEMENTS ON THE CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA PROJECT PLANS WHETHER DESIGNATED ADDITIVE ALTERNATE OR NOT. STD. PLAN 328, CASE 3. NOTICE TO CONTRACTOR UTILITY CONTACT 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. 2. REFERENCE TO ADDITIVE ALTERNATE NUMBERS (IDENTIFIED AS AA JX) DENOTED 0_7 ON PROJECT SHEETS 1 & 21 OF 32 OF THIS PROJECT SHALL APPLY TO ALL 58 CONSTRUCT 36" DIA. 14-GUAGE C.M.P. STORM DRAIN. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLM CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. @I-- DENOTED ITEMS ON ALL PROJECT SHEETS. Still ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 59 REMOVE EXISTING C.M.P. CULVERT AND CONCRETE/REBAR/SANDBAG HEADWALL. PULL 80,Y A00017-ro 910 PAW 116/173 'A ly &___ A 11-9-o6 fiaD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW RACTOR SHALL TAKE DUE WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 60 CONSTRUCT P.C.C. LOCAL DEPRESSION FOR 24"x24" CATCH BASIN PER DETAIL, SHEET 2. LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONT 10440 ASHFORD STREET &_ NOV.' TIM .59rt 09 19)qA'W1fl(*5 VAI?1006 )?4FV15101V5 ff?,0 6 PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. P.O. BOX 638 61 REMOVE EXISTING CONCRETE HEADWALL AND WINGWALLS. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM RANCHO CUCAMONCA CALIFORNIA 91730 W45 Cem-4 1AMOV WIM 62 BACKFILL EXISTING BOX CULVERT WITH CLEAN FILL MATERIAL. AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 0- 0)?,A%1v1q6 No emoi, eleiv &see s6vlvieg ,vr colvIyomw PUBLIC WORKS CONSTRUCTION PART I SEC11ON 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING GAS SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 REMOVE EXISTING A.C., A.B., RAILROAD RAILS AND TIES AND REPLACE WITH 0.15- ARHM/0.35' A.C. 16231 VALLEY BLVD. PLoFIESsio,, DESCRIPTION OF REVISION DATE UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, FONTANA, CALIFORNIA 92335 OVER 0.50' A.B. livro cm5 C olvf r,?U Crl W E. 0 4�( WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING CONSTRUCT 24" WELDED STEEL CASING (0.312" MIN. WALL THICKNESS) FOR C.M.P. STORM DRAIN. 9,0VISION CAN 4- SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK 0- ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE PrOVNO wl nj 0AA IN1100 CITY OF RANCHO CUCAMONGA, 7951 REDWOOD AVENUE RIM START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CFMGES, iv R.C.E. 29224 REVISIONS OR MODIFICATIONS. FONTANA, CALIFORNIA 92336 BANJO of BEARINd: I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS TELEPHONE VERIZON BEARINGS SHOWN HEREON ARE BASED ON THE SHALL CONDUCT THOR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330 CENTERLINE OF MILLIKEN AVE BEING N. 0*19'49" or ICA Facific nectlic Inland E"inpire IrA THE PUBW IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE VICTORVILLE, CALIFORNIA 92392 W. PER TRACT No. 13022 AS SHOWN ON A MAP L)I. "OCCUPATIONAL SAFETY AND HE" REGULATION' OF THE DEPARTMENT OF US. LABOR, AND WITH THE STATE UNDERGROUND SERVICE ALERT: RECORDED IN MAP BOOK 191 PAGES 3 THROUGH I-11ase lit OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. CABLE CHARTER CABLEVISION (909) 343-5165 11 OF MAPS IN THE OFFICE OF THE COUNTY 6680 VIEW PARK COURT RECORDER OF THE COUNTY OF SAN BERNARDINO. RIVERSIDE, CALIFORNIA )2503 HAVEN AVE to MILLIKEN AVE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS CALL TOLL FREE Van 6t4e-VeCk 6MPLAMCE WITH THE "OCCUPATIONAL HEALTH AND swEry REGULATIONS' Of THE U.S. DEPARTMENT OF FIBER OPTICS: SPRINT�,v TRANSMISSION DEPARTMENT (909) 873-8022 DATE /^/e,/z�6 LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY PROJEdT BENdHMAIRK: -/ - ,v - - 282 S. SY(4MORE AVENUE 1-800-227-2600 & Associates H11111D By. ORDERS'. RIALTO, CAUrORNIA 92376 CITY OF RANCHO CUCAMONGA BENCHMARK No. 10056: CYff ENGINEE R.C.8" NO. 2403 5l 11� I. LAW SURM DESIGN RECOPOENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 2" BRASS DISK IN CONCRETE HEADWALL STAMPED )CIn C i t4e TWO WORKING DAYS BEFORE YOU DIG "CITY OF RANCHO 1WI-6 Tpmewx Mel DGA CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS CUCAMONGA BM 10056 1987" PA%00 CUCAMONG& CA 917W AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 'CAUTION": Remember that the USA Center AT THE NORTHWEST CORNER OF BASE LINE ROAD PH(")9V-4" rAX(909)941-154 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD TH[ OWNER AND THC notifies only those-utilities belonging. t AND HAVEN AVENUE, AT EASTERLY END OF DRAWN & 31(98T 10 ENGINEER HARMLESS FK4 MY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE the center. There could be other utilities DRAINAGE CHANNEL WALL. DGA of WORM present at the work site. The center will OF WORA ON THIS PROJECI, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE Of ME OWN OR ENGINE,(A inform you of who(m) they will notify. ELEVATION: 1017.926 CHECKED 10211-13 MARK �IfKET DRAWUsio NO. PAsICHO CUCAMONGA CALFOIRNIA 91M i W. 1-07 PH(9W)981-4M FAX 941-1-528 2084 m�IIllllllllw Pa f1c Cle f1A 71 1 cl C, ]DIv PROJECT Sheet No. I of 3 10°-O"` Spacing 10,-0°. Spacing, ' to _Q Spacing �'IP MATERIAL LI Typical Rail and Truss Panel Typical Roil 4 nd Truss Panel � _-----.--------•-•---_--------�----------�--•----�--_�--,-- _�..�____._ LIST Typical Rai! and Truss Panel Typical Roif and Yruss PanelTA J 1 En or C r r P s Lire .E2sI 2 '/ nom. dia. x 9'-0"' std. 1 %. nom. dia, x 8'-(?" std. Lin P _ ci 'n P t lntermediate Post Nominal Outside Inside Weight gals. pipe with galy. cop I gats, cop tv cv IV Tom. dia. x 8'-0`'std. Tension n tsar � ' Diameter Diameter Diameter go v Pipe with •- 2 2 nom. dia. x 9 -0 std. Lin t per Foot II go. wire tiers �, ,� _ ?ga, spring sleet �� - - gaiv. pipe with ga#v. cop sle x s!q ruin. req v. pip$ pith gals. cop (inches) (inches) (Inches) Lbs. at I c. II a. wire ties = '' *—• __ tension wire with ��:•. „ _ 4 nom diff. aid. . /q nom. dia. std. ��,"� wire ties at 24"o.c. (1,t t2 0`,—C. gate. pipe rail r r gale, pipe rail 1rr• 12 ga. x l" min -- - R• I t/� r ,w n „ •:� 1.660 1.380 2.27 �< R,�1 at i6 max. o.c. 3t dia. Tension a _ _ n i n II Rad {ti J ,Lon �,ti ;' r. go. wire ties - -�_- 0 r -p x wish adjustable tightener r: I t/2 i.9Q0 1.6{0 2.72 /te x 3l4 min. ��,� �f. (total 6 each r', � >� ;p [Igo. wire ties � and fittings (See note 7) ty =� •, 4f � post-equally Spaced) {total 6 each r_ xr r 2 2.375 2 67 • 12 ga x I rein. ;,,' v ';� post-squatty spaced) �� :>< •ti;,' .� 0 3.65 6 m ,• __ -2`° Flesh 72:, %4� , . :� >;` .. ^�% ' 7ga. spring steel tension "r.ti ;,'�.L 21/2 2.875 2.469 5."7'9 } chain link fabric- " _ �, -2 Mesh, 72 wire with Ilga. wire ties chain link fabric - 1 at 24 O.C. 7.58 i °' V8 dia. Tension Rod '.l l.' 1/2" Cr 3.500 3 068 _ t 2 ,vn . i cv a nim �. t intermediate Post t r - with adjustable tightener .) .' .'r ,,o �, i . ', .t t.' . I 0 1 : with smooth �•' o be t, 31/ 4.000 ' 3.548 9,11 and fittings (See note 7) r I�« :`; '" i i• installed at net more than ' .'t I o .r th smooth 2 tr' trowel finish _ 4 4.5Ot? 4.026 10.79 .r' _ - intervals finish(typical) - a '��;• IQ00' int rvoi � , # i ';I I;• For corners, Typical Rail �- trowel fi tr ,n. U.,, (typical) 12 dio.or } — __�� _ _ - ,._.i2"dia. or AJ- 16"dia. or {� — •.0, ' - and Truss Panel to join _- 6 6.625 6065 18,97 16" dia. or •{} Past to both directions '- TY !CAL -FENCE-D 8 8.625 7.981 28.55 ��J=JAJU 10'-0" Spacing_ Clear Opening Varies 12'- 0" to 26'-0" Typ#cal Rail and Truss Panel - ______ _ _ _ w _ _ _ 10'-0" Spacing 4te Postypicai_ 11_6F I % nom. dio. 1 V4 nom. dial. in P Lin Pmt nOm, dia. x 9`-d' std. Tensi So std. gala, pipe std pipe Ga P I/ nom:dia x 8' 0" std. a gory, pipe with gale cop 941v. /Ig x � min. for gate frame stiffener GENERAL ('�gctly. pipe with gale cop '' `�•� __- ala pipgil It gqWire ties a 1 1,21,a.c. - { - Cut- Out for i I All Chain link fence moteriols, fittings and installotion shall conform to 12 go. x 1" min.--•�—� ;. of 16" max, o c. f Choirs '� Lock a 3/g dia, "Tension Rod the latest edition of the (leportment `of 'Tronspgrtotion Standard (typ) 6"x 6" with adjustoble tightener Speciflcotions, Sectlan 60, ".Fences" and this Speclol prawing, YF� / and fittings (See note 7) 0 Nr 2. The fence fabric shall be placed on the outward facing side of the posts, ' ,.' �._. . �9 siretct d tguft 004 securely fastened,: Unless otherwisa`�shoNvn on the plans. 7go, spring steel tension wire with li ga. wire 3. Clearance between right-of-way and fence fabric shot{ be 6" unless z Y j ties at 24"o•c i 2" Mesh, 72" otherwise shown on the plans. ►f __ x `_.. , - __ _ _ _:>�:�_a __ r: Chain link fabric --- 11,ga. wire ties (total 6 each "� `� '1� - Plunger R � All gates shall open inward, except if otherwise noted to the special provisions. # 1 Tie fabric to to 1•; - oi, . post-equally spaced) ,i t• , p, g Rod Catch - '/" Craven •: �•; bottom and stiffener _ - ' '� •�) In• 2 ,ti,., dio 5. All gate hinges shalt be heavy duty m41i$gl?la Iran or steal, induslriQi ,# # #VQ18 1Mtfe ties of t2"agG �H ,• •' / t 10,1t$imftni5il *'11�� N type 0 degree swirl non-Femovoble Of of frame with #1 a. M f2 dia. or -{} f Ith th service t e 27 g 9, approved quality d its dia. or -0- ____ ► l• - and design, and shall be fastened from the Inside. Provide stops to hold gates open e• � •' .'I i,` (typical) as directed by the Engineer - 6. Secure. golvon zed cop to post with !4" galvanized round head rivet, or tock :veld. DOUBLE DRIVEGATE DETAIL lediaor f-)- t Adjustable tight;ner shall be turnbuckle or egjlvolent, having a 10`-do Spactng 4'-0" E 6!' minimum' tokaup.. T _ ..__._ -- ..._—____�_.._I0��0_" Spacing Typical Rail and truss Panel Clear Opening Typical Rail and Truss Panel -� 8. Diameter size of Line, Intermediate, Cerner End G d1 i and ate Posts to be 11/2 nom. dia. G It Pa t Line Post as shown on this Special Drawing. -.in t?gst T n tqn _._"` l%` nom. dia. x ` std. gat#v. pipe 2 vi norn, dio. x 9'-O std. 2 �-0 / x sj std. ialy, pips .vith iu � 3. All bolted hardware items shalt also be tock welded in such a manner as to �. i6 ,� rrtin. for gate frame goiv. pipe with ga#v:cap gory. cop i lagolv. 1 preven removal by unauthorized individuals. nern. dtqr std. If a. ',vire ties pipe rail `- g at 12" a,c. 10 All Baca fabric shalt have a 12;wide ncrItontally pointed stripe along the r center 4f the, fabric. The point shod) be a reflective type orange or approved • �•. Cut -Out for--_..._ �' 1�; equal. After fence fabric has been pointed, a sample of sold paint shall be '` .`�,.'� �, Chain 8 Lack;'�,�:�' •M - - °e/g�� dia. Tension 12��d � P`� ' given to the :Son Bernardino County Flood Control District, Operations (typ.) 6"x 6" �., with adjustgbte ti•Ihtener 0 q Division, along with the manufacturer's name and paint specifications. Fasten gate ----- -. ^• # and fittings (See note 7) 1 i K }fir catch to post ( M (0 Y min. r '� --2" Mesh 72"— at 36 max. a.C_ � r k i y chain link fabric t304iN[}AAY FENCING `•i I'• - tga. spring steel,. . __ h SAN BERNARDINO COUNTY [Igo. wire ties tension wire with •°r �• O�toabricand i r'+ l/2 CfGwn---"`� . F — CL {total 6 each tlg4. wire ties at ••� ;: P ,a f', b with smooth '.�i.' , ,= co BLOOD CD bottom of CONTROL DIS ` IC�' .. , posh- equally ? QG. '.r l:' t r . - trowel finish i •,I i • frame with ,�� i 12� ,•. spacedi! m (typ#c'al) tl. - , 16" dia. or 119a.Iwire 0 REVISIONS DRA�NN BY DATE ' • ties at 12"o.C. _ 12"di a. or fit 1 � '0 a A. 1 . 1-87 AALK,, 1111,G,.,,_ATEDETAILAl LINK FE .-NC SPEC. ORWG. I ('TYPE ' CL-6 720 FABRIC) < .Ff4,i 3 '}f of RW4+ dAV uil-n#gyp (j . ,a,,,.,.:...e ,.„.,.•.,-w..a.. ..» 1{ ,F' iK •Q 4 i(h(<•�,«.4 /T.7�1.t' .N.aX",,.,"+aY}: {{ •d7}#Cu'b'h"-Ai""dlkT Ca+ti,`%f•,`I{ .YdtS - y.wcw+-a.w+ .f. ,t:.�C«"rte. *Was..'�'y"".. r:.,�{t^:.X•:..:.. ..w+.-m�.s .o, - L.M• x.89 F. .;� ;r.�&s�Jd•nt,q i"i :a'�tri'ss`1 r0 a 1fc° ri%Ott• .w ar.i ur 4.3=n p+ i�s.s `rC"vuXt acrex • G 0 u as e,* 7 e cat x} Si f t `� 9r a rr s< k a# d Rk.1! �*='Y a xt .r t: tFs k L'CI # t Ct f to # &? . :. 3 rt Woo S+ui'+Y Uzi -i «f �, tr". i �.,......_ d`t 4 q.s+• tri'�Y}se x k4 a >z�'a,a4 t.;F et t„f.t:�Y.x a=�"t�,6zt �ectrg c► mr r,•#r. • - -xtd r u zts.a=.e tin rd.3x , CITY ort r" ,k i E yr4�#W/4x> tt <t i" 5t G Wa # r: . fi f� � , .. _ � i R)F SSr ON DATE .:� f'4 �" =.rb' t.r .sf n s� r a ,*q'*4 a 1,1#a < t,t. n i,,, Q Oiy APPROVED E ESCRIPTION OF REVISION a 3 i ,srt d Q-V1- __ T r►st 1 d KA A4' Mo PU"T es�wd5t `« MASS '�� f � , ,4 ,: t o �t RANCHO CUCAMONGA 3° 3°c +r +,3r�. I nr qd tyw 1101 rrs: Is r G 1 f SctJ . pP fly 41CITY OF m m�ear�. ��t ;db� .�I �� R.C.E. 29224 w. Y 1 vlllM D1?1 W1i\;GS _ l�A 5t� # ad V *BAR Ks" N urs} : t +tu stfi x 2 11 wa AS it 116 ' Lin kns ;-i$.� t,t'.: .�3 ra 4 �.'6 by �' • � }} h4,p ,at,;A,x it raw N t:* •0.+d R c* '.4 .A . +i".'A a oo t 3? r Cf x ,.2 a. _�.. i u.__ #fig,! `i'T CN IL C1 ♦ � � • � � -� d 9 [ x_ [+.:"} xt 9`d'9 .JI w: ;t s J .B i✓'�'�.• t�$'! w.. a�+ ._ . . x . .. ,� . ,4,f t , . .�-�t t 1'ac ilio L qtr rll��nc�f Lrr 11 e 1 �lll �T le Ic, I 1 p ro.s t fl',sR $T;r x Sl+.tt�: ft 9.as #; ;W? a :«d:i S&i ;t tr e OF C{�1.�� tE3 r, L�! t2' '•x re U ,r � ] r � , s sr ,} eit_ ...-L....a.. .».._.-n�n._ �.+5_�rw.o-e� • wii+.� ��,t��' Y'# ��a� _r.+.�` Y....�.-{tet �. __ 1,# 1i4`311 UNDERGROUND SERVICE ALERT: 2�tSe I�1 R;* k,% S B C F C D SPEC. DRWG 1 & CALTRA NS Std Plan ASg z1or 1 0 >� '4��" t :�1',..� ,wr 1<t>:� u�'t 5G •a .l,�f tp r • Dan 64evea rf CALL TOLL FREE APPROVED BY: DATE 6 r '•h ", sw ° Y ei. .,wtm:`,3.8t + - :; } gid-`A3.;►6 a�,..tiF°:''isri-'��C.w>w s' Pt y.6:r,;`£tc rYa.,ix �.3ti 4R � .•� 4 a>r.r L�:u t�e3 tf is °v4t':*<'tt':"g.: ........... ',.'�r.......w.,,....t,.-.." ..._,w ...,.w....,.�.. G7-26�� CIa�GS Q/� 8t ,�SSO CITY ENGINEER 24933 a ry f Y r 1t A.� Mtn i ! a.saA �� ex ra wf3gn;n. # '–'V\10-2 R.C.B. No. z°ar uac-' •r as p wrr„=ia 9 r4 , .** f xho rr ar • as , racy e : err .� x t' I"SURVEi'OR3 DESIGN .Mws a+ ��'a.ar :t ^t a E`�r"�ae. �t`;, •r. CNN.9ogWEFA3 • RECO M NDED 10271.8 TRADEMARK STF>EET _ ,. ... >fLr ..:x_.-._v s z€arras r rx.�ws r k r ,ems. sa i� t *.; +a f 4'•=� mmrtA l �lN t,tRt t« , C TWO WORKING DAYS BEFORE YOU DIG 1�NVpip 91730 DGA Dan G�teY`Na *'t'xaes S. w l,*r tc:4 rt t4.� r-:', of ; �.rr z ese •y 4 t-V4e am 0,l"Vf :�, s • FH (909)'9814.M FAX(909)941-1628 s., rte, , br ;o ;< '..•at*axe a t.w + e,at a, <a3's v.^ ,xa �a ra P t firer c-kP'f s S: as, - It r w uf. r«o DRAWN ox" `, " � h-g� } * a , P , ,. l CAUTION : Remember that the USA Center Q� SHE T � IkfN ` . . gar s�< ;. notifies onlythose utilities belonging to VC ��SSdCta��S //�'� �r] 9 9 1 DGA Irl Og WC the center. There could be other utilities \110SGA! resent at p the work ill c inform you of who(m) they will n CHECKED CUCAMONGA C&FORNA 51730 WING No. d site. Th The center w' , , 10271 ..y_:�.--_,,.. . ..,.� .. ._......__.,�.�.__._..._..-��._.. _.. ..� . th 'II otify. DAN g D DRAWING i3 TRADEMARK STREET R.C. 29224 Fes. 1-07 PH(909)987-4308 FAX(909)941-1M 2084 PROJECT Sheet No. 1A of 32 77 7 7 77- J , ry EXIST. A.C. ACCESS ROAD J,�•. J _� J , M , 23 26 , J ��. J2 g 1 I c'• G - _ G 01.00 -- _._ '`,' ._msµ_ J o 91 �-, GRADED ACCESS -- _ROA - ?0'- _ _ . FGO 0• ` _-w-�- 60• GR�4DE �£CES�ROAO w - - _ ... , � �_•___ ...-- _ X06 -`� `�°' 6� -_j _\ _ - APPROXIMATE LOCATION OF UNDERGROUND �`_.~-'- - -•,..� . �-_-- FIBER OPT1�_CINES- --- .0 f ,� ` O -PROPOSED GRADED EARTHEN SWALE (typ.) APPROXIMATE LOCATION OF UNDERGROUND �- w FIBER OPTIC LINES i Z G�5 ! os " G 61 _ .____ _____-___ ____ ._ - - -- 0• o y 3 - - 88-57'08- ' ��.. 00 . 091 _ - ._ _ _ _ - - - �G x 0 - - N 88'57'08" . . G• +�I 12Z�1 s s� 05 1 9l 15 � 5, Y ` �--0.5291'0 ----1.0091 F •' � .� hrO �--- -.-.-'!-._�_ - -- _==-�==---:- --- _..�-.,.---- _______�--.--•:-_.-_.. & y .t�• p1 � c� _ - e _ - ---0,5491 - ! � �`�.,; - � - PROPOSEGRADED EARTHEN SWALE Q _ 89 -----0. 91 •' . "'4 �c p0 oo. G, - a 1 fc•`'• - Q,4 �� - _._ L�_ _ -w___. ___.__,__ _ . -�.._ 6• I� S\� yg 6 1�:. g: yg 1°�cl� S• -�`'' !o- 6 g• h0• ?� `�;�°' -.r2•77.� �.• '9� 61 15 ti ,� 6' '"`-- 1 "'�- ► -,. __ -._._.____ -=��-- . h . . ----_ �`-- �v'�� \\ '� / - ,, '�� a -, . ,�� 1 .:----, Q.��O`sr'�- �� .�•__ --- X360------�---__ -�- --0.50.E ,'V J�` ' m / w .-� 6�� 0,69X``' 3 -6�9 _�Cco01�` O � -r' / ��, �� I - / 0.69,x, GRADED ACCESS ROAD j • S• 5 X- 0.5091-- 20' •'' t i / A �! INTERSECTION DETAIL - DEER CREEK CHANNEL CC SCALE: 1"=20' z J N EXIST. 6' BLOCK WALL 40' 40' 17.50'--{---45' RESERY TO REMAIN---1----17.50' AREA TO REMAIN UNDISTURBED MULTI- ( UNDISTURBED EXCEPT AS I BIKE EXCEPT AS INDICATED !d TRAIL PURPOSE i (HDI ' TEO i TRAIL i 3 09 \ EXIST. 6 BLOCK WALL--,,,",, 3 I a i cc 5.50 12'--t+�-22.50 - 22.50-- , m I 40 401-- - W 3.50'- -y3'�-- I I � 1 *oma fflR,01v 45' R SERVE 17.50'291 I 4" THICK D.G. 3 3 I !T I I PROPOSED GRADED EARTHEN SWALE �I \ '?4 ?1Y I EXIST. 6' BLOCK WALL 2:1 TO JOIN \ 1 i I--12'- 5.50' w h • V• a 2:1 TO JOIN :-� EXIST. GRADE ` 1 �.• �y'� �i, (v 11'- 4.50' z I� r� I 1. 7.50' 11' 2'_ -- - - - - - - - - - _ - _ S• _ a _ _ " EXIST. GRADE�--\y I 2 1.5't 1 \ "' 1291 6" MOW CURB \ I 291 I : I 2X 291 29l z �o cv 2:1 TO JOIN I JOIN 2 1 TO JOIN - ;� '`ham• � ... � 2 12 291 2:1 TO JOIN � I �� 291 . • 2:1 t0 '•- FUTURE MULTI-PURPOSE TRAIL � ;'�h } _ - ,� PROPOSED GRADED EARTHEN SWALE GUTTER PROPOSED RADED • � � EARTHEN SWALE I ` } -..� hr° T EXIST. P.C.C. TO REMAIN 4" THICK y I ICK O.G. I 4 1 3 �� 4" tH1 P.C.C. I I 4" THICK P.C.C. 6" MOW CURB ROPOSED GRADED EARTHEN SWALE TYPICAL SECTION Haven Ave. to Sta. 29 +87. 01 TYPICAL SECTION _ � • . ,.. . ..� .� �. -� s -___ _ �__ _ ____.. ._.______, ��_ NorG�O N SrPRU G�rPI O N N OTD ALE _ Sta . 34+ 75. 19 to 58 + 41 . 49 FUTURE BIKE PATH 11 4 1 4 33 ` -- �- NOT-TO-SCALE CONSTRUCT 4 P.C.C. OVER COMPACTED NATIVE (12 OF 9591 MIN. RELATIVE COMPACTION). .It2�-- CONSTRUCT CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. �"` h6• S �. c, 22 �- CONSTRUCT 4 DECOMPOSED GRANITE OVER COMPACTED NATIVE (12 OF 95% MIN. RELATIVE 12 COMPACTION). 2 . 56,1404--- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114.5 - REFER TO PLAN FOR WIDTH (W). }t. 4 5�-- CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. REFER SS TO DETAIL HEREON FOR DIMENSIONS. W `ss S9, t 5560 7 .S '70 I I I I (W-4') 6 CONSTRUCT 6" P.C.C. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, f f I I i I � TYPE A11-6, MODIFIED TO EXPOSE AGGREGATE TO MATCH EXISTING. INSTALL RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. UNDERGROUND SERVICE ALERT: T I IIS I PLAN 542, CASE 1. o CONSTRUCT 8 P.C.C. CURB WITH 24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, CALL TOLL FREE TYPE A2-8. 1-800-227-2600 DESCRIPTION OF REVISION DATE CITY 99 -- REMOVE EXISTING A.C. SIDEWALK AND/OR PAD. APPROVED INTERSECTION DETAIL - HAVEN AVE 10 REMOVE PORTIONS OF EXISTING MEDIAN (INCLUDING, BUT NOT LIMITED TO, CURB, LANDSCAPING, COBBLESTONES, IRRIGATION, ETC.). RECONSTRUCT IRRIGATION SYSTEM AS REQUIRED TO KEEP TWO WORKING DAYS BEFORE YOU DIG ITV CF RANCHO CUCAMONGA SCALE: 1"=20' COMPONENTS OUT OF LIMITS OF PROPOSED COBBLESTONES. "CAUTION': Remember that the USA Center 11 REMOVE PORTION OF EXISTING P.C.C. SIDEWALK. notifies only those utilities belonging to DE7 ULS & SEMONs the center. There could be other utilities 12 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. present at the work site. The center will Pacific i PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8"x8" POSTS AT STEP THROUGH, INSTALL inform you of who(m) they will notify. Pacific Electric Inland Empire Tru l 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, P�2ase 1�� SHEET 12. C1 Delta 0* Radius Arc Length No. BearingDistance LEGEND 15 INSTALL CHAIN LINK FENCE IN DIRT PARALLELING BRIDGE CONCRETE WING WALLS PER CALTRANS C1 180'1000 6.96 21.90 LI N 00'08'14" E 3.61' PLAN A85. HEIGHT=6' (1.83m). INTERSECTION DETAILS & TYPICAL SECTIONS CZ 180'40'Oo 7.00 21.99 L2 N 00'01'46" W 3.61' EXISTING ASPHALT CONCRETE PAVEMENT TO 19 INSTALL CHAIN LINK RAILING TYPE 7 ON TOP OF BRIDGE CONCRETE BARRIER PER CALTRANS �AY1GIeMNA C3 180.00 00 7.00 21.91 BE REMOVED REVISED STD. PLAN RSP B1 1-52. APPROVED BY: C4 179'59 33 6.97 21.91 QROF�SSrp4, QQ � DATE1� C5 f4#47'43" 311.00 80.31 20 REMOVE EXISTING TREE. ��o \�ti E. OVFgI & Associates CITY ENGINEER R.C.B. No. 24953 C6 14#47'43' 300.00 77.47 ® REMOVE EXISTING Fy � � C7 I5726 32 300.00 80.86 21 RAISE UTILITY CAN AND COVER TO FINISH GRADE. 9 NGINE M DESIGN RECO ENDED STFW C8 15'26'32'--- 311.00 83.82 EXISTING ASPHALT CONCRETE PAVEMENT TO 22 REMOVE EXISTING SIGN. m RM"a�Ot� CA also DGA Don Gt4ew>Na � C9 18.56 12 300.00 99.15 BE REMOVED & 0.15' AHRM/0.35' A.C./0.50' A.B. R.C.E. 29224 PH (M)98?-4W$ FAX")941-1628 I0 45'00 00 62.00 48.69 TO BE INSTALLED 23 INSTALL CHAIN UNK FENCE WITH 20' DOUBLE DRIVE GATES PER S.B.C.F.C.D. SPEC. DRWG. 1. DRAWN OAC Associnfes SH cI I 45•oo 00 50.00 39.27 s� cN,L �•P DGA 3 of 1 2 63 REMOVE EXISTING A.C., A.B., RAILROAD RAILS AND TIES AND REPLACE WITH 0.15' ARHM/0.35' A.C. ATF OF CA��FC� AIA 10271-B TRADEMARK STREET OVER 0.50 A.B. F c�lEWA DAA CHECKED RANCHO CUCAMONGA CALIFORNIA 91730 DRAWING No. R.C. 29224 EM -07 PH(9W)987-4" FAX(909)941-1528 2084 PROJECT Sheet No. 3 of 32 PROM III BION H1VtARK• - - . - - - Q RA TO T Y RI 5RU AL do ER CA LCA ON - - CITY OF RANCHO CUCAMONGA BENCHMARK NO 10056 RI 0 TA CNN -ANY DI CR A CY SHALL _ _ n a o. o - R _ _ - - 4 -_ _ _. _ _ _ _ _ _ _ DESCRIPTION: 2 BRASS DISK IN CONCRETE HEADWALL STAMPED T . T . : T - - - _ _ _ "CITY F RANCHO CUCAMONGA M 10056 1987" AT NORTHWEST C 0 C 0 CU B - - RNR F IN ROA AND HAVEN AVENUE AT EASTERLY END - - CORNER 0 BASEL E 0 - OF DRAINAGE CHANNEL WA ELEVATION: 1317 780 LL , (40 a 4c - _ NOTE REGARDING EXISTING UTILITIES Y- .V.1 f 5t. 9 ,... � v - THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN S !TA E- OR ao m c� c� u 1-- ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. S v 4. M �V w cv o THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND } ti $ v� ,_ .. N ,�, p UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL ap _ _ M h N __ N • �+ g - � _ VERTICAL T N PRI R T BEGINNING CONSTRUCTION. -CA + o o °' $ "' AND LOCA 10 S 0 0 BEG G CO S 4: ._ + d% Tel + In LJ UL I=-P RP SE TR41. 5. 0 S P. . - - • CON TRUdTION NOTE) ' 100 00, 1 CONSTRUCT 4" P.C.C. OVER 12" COMPACTED NATIVE 95% MIN. RELATIVE COMPACTION). r- i .: - » • � 2 CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. -_ ,, » rr RELATIVE 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER 12 COMPACTED NATIVE 95% MIN. - - - sn - _ _ - - _ ON). ,,. 00 O0 Y. `'f COMPACTI • 4 CONSTRUCT 4 P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. N - _ Cb c� c� +� REFER TO PLAN FOR WIDTH (W). • _ _ + 1A M > U c o e � 5 CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. REFER ,� { p f 1 WI >; .C. KE TRA! a cn a N .. p „� pTO DETAIL, SHEET 2. N p .. , . to _tt p vi. p r. 6 CONSTRUCT 6 P.C.C. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 M N + tf Nl r N M a TYPE A1-6, MODIFIED TO EXPOSE AGGREGATE TO MATCH EXISTING. + o _ + IO M p M + °$ + + _ 7 INSTALL RIVER WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. _ __ f + _ - +n t3�" _ _ - PLAN 542, CASE 1. t - - - f. 3 8 CONSTRUCT 8 P.C.C. CURB WITH 24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. - - _ fXj t t .5 f _ .. 9 REMOVE EXISTING A.C. SIDEWALK AND/OR PAD. - O / _. SW LE (NORTH EOE .5 N 0 L, _ 10 REMOVE PORTIONS OF EXISTING MEDIAN (INCLUDING, BUT NOT LIMITED TO, CURB, LANDSCAPING, _ 1 - + � COBBLESTONES, IRRIGATION, ETC.). RECONSTRUCT IRRIGATION SYSTEM AS REQUIRED TO KEEP • FCOBBLESTONES. COMPONENTS OUT OF LIMITS 0 PROPOSED 11 REMOVE PORTION OF EXISTING P.C.C. SIDEWALK AND/OR CURB AND GUTTER AND/OR BIKE PAT ^7 �o w X _ - . � o ,.' 12 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8x8 POSTS AT STEP THROUGH, INSTALL _ •. � � 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, SHEET 12. u _ _ : "V"-DITCH INLET STRUCTURE. i 3 REMOVE PORTION OF EXISTING P.C.C. DITCH AND P.C.C. LE S UC CONSTRUCT 2 WIDE x 6 DEEP P.C.C. "V"-DITCH PER DETAIL SHEET 2. _ 14 , INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. 33 • __._: -___ -.__ : -__... __.. _ .._.-.. ..._ - .. _.. .._..- -... .. -_ _ _ _ _ __... -- .... - ..._ ... _. _ -. _.. _ _ _ _ __ _ __. __ _ -._ ..... ..._ ._. - r.. __. l :..if PROFILE SCALES. L.- F Ro os o of o so o€ � :c. . _"-fITC _ CONSTRUCT 24 DIA. 14-GAGE C.M.P. STORM DRAIN. HORIZ. 1 —40 - 50 0 VERT. 1 —4 _ - 51 CONSTRUCT 18 DIA. 14-GAGE C.M.P. STORM DRAIN. IO 1 +� �� I �� C �ry �p 52 CONSTRUCT 12" DIA. 14-GAGE C.M.P. STORM DRAIN. 1 1 4 V / U 53 INSTALL BROOKS PRODUCTS No. 2424 CB PRECAST CONCRETE CATCH BASIN WITH No. 2424 LA VINE STREET ADA COMPLIANT TRAFFIC RATED STEEL GRATE. CONSTRUCT 12" C.M.P. RISER PER DETAIL, SHEET 2. VARIES- / CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. E_ 1 1 I I I II alt 1 1 ' ' ' ( � � 59 REMOVE EXISTING C.M.P. CULVERT AND CONCRETE/REBAR/SANDBAG HEADWALL. rfi I 1 ��J� ' 60 CONSTRUCT P.C.C. LOCAL DEPRESSION FOR 24"x24" CATCH BASIN PER DETAIL SHEET 2. M, J V93-96 ` j r iii 1 ` ,s� /,/ 63 REMOVE EXISTING A.C., A.B., RAILROAD RAILS AND TIES AND REPLACE WITH r �' 0.15 ARHM/0.35 A.C. OVER 0.50 A.B. I / ` rRA L r ` I I h ' g�J4 S.C.E. � II I //, . � �-- 1 1 z M,B, 146134-36 ISI D ` 4 ''EXISJ! S.D. 1 1 7 1 6 � J � 4 : � � � I I 1 I 12 I I1 1 � I 9 I -�- ' to EXIST FIBER OPTIC CONDUITS I XIST ' ONOUIT ' I 00 • / FIBER S h6• R/W ui 55 14) --- ----- LO F U'I URS -.. .._ ...- .-... ...mow... 1 1 • -.. N -.�'_... + -. PI-IASL III s . �._.. --- -_•----__ .._ . .__ � - N 88'57'08"'W 3 55 .• PROPOSED G AD€o-EARTHEN SWALE W --_-._.__.__ XIST. S.D. 1 - - - N 88'57 08"_W _._"_____-- 59 ,, 2 3 LLJ - �' - -- -^ PROPOSEU--GRADED EARTHEW S1 -. p J . -. _ _ 08 w Z � 4 s W ! I q I 4 u0 R — —� N IEXI SI �i i' 13 53 14 13 4 /v---- 13 4 R/W I I I i II I 1 I I I 14 60 / / 14 _ 17 18 / r REFER TO DETAIL, SHEET 3 i !� =' I X i, i �� I / .r( _ ' REFER TO DETAIL SHEET / EXIST. 18 R.C.P TORM GRAIN 1 rRACT 1\4 I 1 M,3. r /12590J ,1 F; I ; I I I I rltr'1 Cr 1\1 1 9 Q otic DESCRIPTION OF REyISION DATE APpROM III I ,? ROFESS! o: I I � 5 ---VARIE - j 7i II I r �\ �� / 1�/j.�. 17 /-�r� J� lF,��L E. GVF�I�` ► ! I 1J CITY OF RANCH® CUCAMONGA w rn DEERFIELD DRIVE tr R.C.E. 29224 Plan & Profile sT�T civil. o��,�P Pacific Elect is Inkaid Empire Trail F OF CAti�4 UNDERGROUND SERVICE ALERT: Phase LEGEND Dan 6twea Haven Avenue to Sta. 18+00 CALL TOLL FREE 1 -800-227-2600 EXISTING CONCRETE PAVEMENT TO APPROVED BY: � / / ' • DATE 2495 ,Associates CITY ENGINEER ( R.C.E. No. �-�� • � � DESIGN RECO EN D ® REMOVE EXISTING 10271-8 1RADEMAM S7AEET TWO WORKING DAYS BEFORE YOU DIG o RANgio CUG+vilo4GA CA 91M DGA fah �GIeNNa Z EXISTING ASPHALT CONCRETE PAVEMENT TO PH (90®)987-4305 FAX(909)941-1528 DRAWN Q. s T "CAUTION": Remember that the USA Center DGA UC Associates notifies only those utilities belonging to I � BE REMOVED & 0.15' AHRM/0.35' A.C./0.50' A.B. the center. There could be other utilities TO BE INSTALLED ( OF present at the work site. The center will 1"=40' {�! �•/ 10271-B TRADEMARK STREET inform you of who(m) they will notify. CHECKED DRAWING No. O►W g (�1Ef,'Jil1 7'E RAPICI-10 CUA CALIFORNIA 91730 FLC.B DCV. 1_07 PH(909)987-4308 FAX(909)941-1528 2084 PROJECT Sheet No. 4 of 32 - - PROM CW HnNARK- _ CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056. PRI T R 0 A T F ON TR CTI N. N DI CR PA CY SHALL _ „ DESCRIPTION: 2 BRASS DISK IN CONCRETE HEADWALL STAMPED 81:'8 TT NT i� tN . _ _ _ _ _ _- _ - - _ - CITY 0 RANCHO CINE OAD BM 10056 1987 AT NORTHWEST CORNER OF BASE LINE ROAD AND HAVEN AVENUE AT TRY N EASEL ED - OF DRAINAGE CHANNEL WALL. ELEVATION: 1 0. 1317.780 - 5 :Ov 49- _ 50 0Q .E V.1.. 1 3. 2 : 6 EXISTING GRA. E I _ - NOTE REGARDING EXISTING UTILITIES o . + in _ _ _ 04 1 M ..._ V) -M N .-. __ $ THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN - _ , N 4 ,- �.. ._ o + ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. E( fh M _ N �- 2• THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND S ' • + 0o M UTITLITIES WHETHER SHOWN ON THESE PLANS OR NOT TO VERIFY HORIZONTAL _. TOP_ PROPOSED N Y_ CUB F 2 1D ,� } N ( ) �, _ - N ,. .- N D M T + wo AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. - - _ M'. _ �/ _ - .. _ IO O PR PO EO N L M W UR 0 _ i DE _ - U I S _ - _ _ _. . PORTION O0. 0. V.C. 3a _ .fi: t3. t.-74 • . . - {{ r ON mRu mloN NoTn0 _ I-' y cn 1 CONSTRUCT 4 P. V - _ �. _ ._ . . _ _ C.0 0 ER 12 COMPACTED NATIVE (95% MIN. RELATIVE COMPACTION). VIE __ I • _ _ _ _ _ . `.. oQ Q _ h - - - � > > - - •- - 2 CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. q o sn v� 4 , o Q - _. - oo + u_ - 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER 12 COMPACTED NATIVE 95% MIN. RELATIVE K , �+? • I� a0 ... M �t a- F Lu v< tt N _ tp N - _ M } N a7 nl t0 M REMOVE PORTION OF EXISTING P.C.C. "V"-DITCH COMPACTION). _ URF. 13 ITCH AND P.C.C.PCC INLET STRUCTURE. " 14 CONSTRUCT 2 WIDE x 6' DEEP P.C.C. "V"-DITCH PER DETAIL SHEET 2. 0. - _ _ - _ AN. R -- 6 - G 6 - _ • 50 CONSTRUCT 24 DIA. 14 GAGE C.M.P. STORM DRAIN. RO OS D OU H DG 0 11 WI r 51 CONSTRUCT 18" DIA. 14-GAGE C.M.P. STORM DRAIN. 30 _ .C. !K IRML 0 i � 52 CONSTRUCT 12 DIA. 14—GAGE C.M.P. STORM DRAIN. XIS IN LI 0 2 W E _+0 DE R.C.C..C. � �o __ _ _ _o, "a EXI TIN ! 21± fDE x 5- DEP P.0 C. - _ 53 INSTALL BROOKS PRODUCTS No. 2424 CS PRECAST CONCRETE CATCH BASIN WITH No. 2424 _ _ SW - - _ ADA COMPLIANT TRAFFIC RATED STEEL GRATE. 55 CONSTRUCT 12 14 GAGE C.M.P. RISER PER DETAIL, SHEET 2. 56 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA : - STD PLAN 328, CASE 3. CONSTRUCT CONCRETE COLLAR PER CITY C OF RANCHO CUCAMONGA STD. PLAN 329. P.C.C.60 CONSTRUCT LOCAL DEPRESSION FOR 24"x24" CATCH BASIN PER DETAIL SHEET 2. REMOVE EXISTING CONCRETE HEADWALL AND WING WALLS. _ 6 BACKFILL EXISTING OX V 2 B CULVERT WITH CLEAN FILL MATERIAL. PROFILE SCALES. HORIZ. 1 —40 ERT. 1 —4 _ 18 19 20 21 22 23 24 26 26 27 - � � TRA c r 1\1�. 94 5 I + EXIST. 78" R.C.P. STORM DRAIN STORM DRAIN EASEMENT 146134 -36 TRACT EXIST. FIBER OPTICS CONDUI f 38 37 3 Fj 35 + + R/W R W I 1 ! P%% EXIST. FIBER OPTICS CONDUITS _ / 52 . R/W 56 _ 61 W \ N � __"_`_ -_}355--- .. .f-._ �-- --.-...,.R—�----- .... �...—,►- PROPOSED GRADED EARTHEN SWALE " 9 '_ _ N 88'57'08" W ,_ _ 2 y 3 T _.- Lj Q - -_�. 3 _ _ __ _ __ - -- - -- — - 1 �3 -- -�- - - -�-4�._. 55 _ _ .�"-~'�''- _ N88o57'08" W -�-�....____ N 88LLJ -W 51 62 N -._.___._____}ass_---_-- — - - _ LAJ ___ 1 ::----_-=.,, _ _ __ __ __.._..._.,..._._. _._ s_��-----'-a---- X355_.__ .._._ ,,,, _ �.. _ --= -- rLj :zte: - - - ---EX-15T. 78 1�.O:P.-STOR DRAI.N____ W y LLJ V7 — _ R/W W / 7 N U 1 1 I / R W 13 13 53 R/W ~ J � 1 I j / 14 � 14 Q C 10 11 1 � 14 15 . .1r 1� 601 U 1 1 ' , I , EXIST. 78"1 R.C.P. STORM DRAIN--1- 1 � REFER TO DETAIL, SHEET 2 I I TRA CT 125-90 M,B. I 1 I 178/49- 1J� rRr�c r \\ 1\10. i I 1 �J�a-- 1 NJ.�. 17, /37' �1� f / A , EASEMENT FOR STORM DRAIN & OVERFLOW EASEMENT CITY DESCRIPTION OF REVISION DATE APPROVED CITY CF RANCHO CUCAMONGA Plan & Prolde P,acihc Electric Inland Empire 'trail UNDERGROUND SERVICE ALERT: Phase 1A LEGEND µe Sta. '18+00 to Sta. 27+50 o CALL TOLL FREE An 64epea EXISTING ASPHALT CONCRETE PAVEMENT TO APPROVED BY: DATE 1-800-227-2600 BE REMOVED o QROFEsslaNq CITY ENGINEER R.C.E. No.8t ,�1SSoC1A`fes 24953 REMOVE EXISTING E G�Fp9`Fti� CryN CW1EM a INrD YOAB DESIGN RECO ENDED 10271-8 TRADEMARc sTaEET TWO WORKING DAYS BEFORE YOU DIG Z PANCHo CUCAMONG& CA 91730 DGA Dan 6"ewNA 41 "CAUTION": Remember that the USA Center EXISTING ASPHALT CONCRETE PAVEMENT TO R.C.E. 29224 PH (9W)9e7-43oa FAX(909)941-1628 notifies only those utilities belonging to BE REMOVED & 0.15' AHRM 0.35' A.C. 0.50' A.B. DRAWN S ET the center. There could be other utilities TO BE INSTALLED / / "- ' DGA ssoctAfes 12 present at the work site. The center will 1 -40 Sr CN 1U 0 OF inform you of who(m) they will notify. qTF �40�� AI •'f� CHECKED 10271-8 TRADEMARK STREET DRAWING No. OF CAS DANI I= GLEMA DATE RANCHO CUCAMONGA CALIFORNIA 91730 w R.C.E M. 07 PH(909)987-4306 FAX(909)941-1528 2084 PROJECT Sheet No. 5 of 32 _ PROJD(:fil HDN H A RK: _ - _. - 56: _ CITY OF RANCHO CUCAMONGA BENCHMARK NO. 1 00 TAMPED I __ :_ _ DESCRIPTION. 2 BRASS DISK IN CONCRETE HEADWALL S _ _ _ _ PRIOR 0 TA T F ON TR CTI N. DI CR PA CY SH LL "CITY OF RANCHO CUCAMONGA BM 10058 1987 AT NORTHWEST St4T W E N CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END F- T fiT td _ _ OF DRAINAGE CHANNEL WALL. ELEVATION: 1317 780 XI TIN T 0_ N RT W Lt SO TH FAE) --1 S L. eT V N UTILITIES NOTE REGARDING EXISTING THE LOCATION HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN _ _ RECORDS. N ?HESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE 0 _ H REBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND W THE CONTRACTOR IS E HORIZONTAL _ : _ R SHOWN ON THESE PLANS OR NOT) t0 VERIFY :::I _ UTITLITIES WHETHE S ) 00. _ _. _ _ _ AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. E RT _ _ A _ Q-J on oo vs .. - } - a s • IO OTE] t"ON TRu�m N N V COMPACTION . � CONSTRUCT 4 P.C.C. OVER 12 COMPACTED NATIVE (9591 MIN. RELATIVE ) - _ N HO CUCAMONGA STD. PLAN 534. - _ _ _ _ 2 CONSTRUCT 6 CONCRETE HEADER PER CITY Of RA C _ m . .V.I•-1 9. 2 _ E IS RAE AIT - N Y QW _ x _ IT OVER 12" COMPACTED NATIVE 95% MIN. RELATIVE _ r ac ._ .5 P: . _:. . . 3 CONSTRUCT 4 DECOMPOSED GRANITE ( - _ _ _� N w COMPACTION). - M _LTI PU PQ E RAL ® 5.5 0 F•L• m so v� U: w ) F— o. .. o0 0 v p o 4• WALLS PER GALTRANS ti _ v - - - - o� V INSTALL CHAIN LINK FENCE IN DIRT PARALLELING BRIDGE CONCRETE WING oo . _ rs N .. o _. 15 t _ _ o _ k= : r. PLAN A85. HEIGHT=6' 1.83m . _ $ >r. ( ) ... 00 .. M O + � M N • °f a -• INSTALL CHAIN LINK RAILING TYPE 7 ON TOP OF BRIDGE CONCRETE BARRIER PER CALTRANS M M } F + ... + co. .ti_ o REVISED STD. PLAN RSP 811-52. a 0. 09l_ .. M .• M -- _ _ -0 ... ,,� ... - __ . - .B.C.F.C.D. SPEC. DRWG. 1. _ - 50 INSTALL CHAIN LINK FENCE WITH 20 DOUBLE DRIVE GATES PER S u _ - .52% _ 51 CONSTRUCT 18 DIA. 14 GAGE C.M.P. STORM DRAIN. - _ ,� m _ 0 1 t : WOE .C. , _ R8 S MO R � _ . t0 N- .: _ - 55 CONSTRUCT 12" DIA. 14-GAGE C.M.P. RISER PER DETAIL, SHEET 2. o _ - .,: Z _ UL -P RP SE TRA L 1 .50 N LY L. _ _ ti $ Ma 2 SO TH- -.L; t0 17. OR S UT P. . . PLAN 329. _ o _ 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD V _ » CONSTRUCT 36 DIA. 14-GAGE C.M.P. STORM DRAIN. 0. - _ RA I _FT E S LE (N RT EP E 5. N _0 PROFILE SCALES. HORIZ. 1 40 VERT. 1 =4* 28 29 30 31 32 33 34 36 FORDHAM 36 COURT 3� I I I I ''' I 1 ( 1 I � � � t • I I REFER TO DETAIL BELOW AND SHEET 3 z 0. tn I 1 /Y1. I 196/ 12- 16 \� � TRA C r I I 1y O. 35 53 57 56 I JJ o \,� M.3. 1 I 1971-41 -1 /�� 1 I CD R/W3 ' . / t 22 21 20 _ _ _ _ `� , --__.-w.. 4�' ., �-=.�.. v, `� =- E19 XfS \ �' • .::"-� #365-- — - — _ - O' C. -�_ � � �O _.�_�_-�-_ .__.__e�_._... » EXIST. f�BEt� OPi(CS CO DGItS`"� __ �$�7,06» W ;- F h Ob __ . PROPOSED GRADED EARTHEN SWALE --m _ EXIST. 36 C.A(.P. CULVERT �. - -- - ___—_ - • ... 8------- g _,......._-__�,.�_+3 �....__ �,�*--�..-__.._._ --�•_ �. _ N 88'57'08" W _ ._ N..88'52'08-"-W---_ N 0 -" _ —_ 9 4 - { _ PROPOSED GRADED EARN-SWALE •oma .r ;- a.. LI�. : :} --=-0.54X i 6 .—_ Sn ----•t-- ____---_ M3 P— a '�• . ,. ,_._. `,\. 5 Li -y(Se 2 _ 0:5.091 3 }_ LLJ :z Ljj _-- > •,P,3 �..... ._...--- 5 _ .�---. 1 .-� ,- ----7 - ._... rasa . _ 5 7 _,, '` R W , ! 0 6060 / -_ `� �' 4 _ '`` 51 . . .r b$ J W 4 •Q 1 h �� 6 � i = —� RANCHO CUCAMONGA CENTRAL PARK ,i U CO APPROXIMATE LOCATION OF EXISTING 1 M. ; Q 12590-3 V / / w FIBER OPTIC LINES REMOVE EXISTING WIRE / / �V�\� 173137 -a IJ / FENCE AND POSTS v REFER TO DETAIL, SHEET 2 �` / �/ G(� � � � % / V �� REMOVE EXISTING WIRE Co. ��, / � __ 15 \ % 15 FENCE AND POSTS sC _ _ ._ CITY DESCRIPTION OF REVISION DATE APrRov>;D Qgpf ESS/O N E. 19 CITY OF RANCHO CUCAMUA 419A E \ 1 _ 1 `� 1 w m Plan & Profile N / N R.C.E. 29224 A . ,. . . r sT CNI'L �,P Pacific Electric Inland En`1p11•e I rail . ._. ._ OF CXOf Phase 1A UNDERGROUND SERVICE ALERT: REMOVE EXISTING WIRE -O 15 x x FENCE AND POSTS 15 REMOVE EXISTING WIRE Sta. 27+50 t0 Sta. 37+00 LEGEND FENCE AND POSTS �, fan C�ueNr�a , V �, \• APPROVED BY: DATB d� CALL TOLL FREE EXISTING ASPHALT CONCRETE PAVEMENT TO / ?? / _ ��% / \\\ 8t ASSOClates CITY ENGINEER R.C.B. No, 24953 1-800-227-2600 BE REMOVED v CNILMINEM • LAND9URVE1'OR8 DESIGN RECO ENDED ® REMOVE EXISTING OZ �/ / \�� p v DGA it Dan GnewNa TWO WORKING DAYS BEFORE YOU DIG ��Q / PH (909)987-4306 FAX(909)941. 5M DRAWN p� J� ' SH ET EXISTING ASPHALT CONCRETE PAVEMENT TO OC j`"1SSOCIa�a2� "CAUTION": Remember that the USA Center } notifies only those utilities belonging to BE REMOVED & 0.15' AHRM/0.35' A.C./0.50' A.B. PGA OF the center. There could be other utilities TO BE INSTALLED 1"=40' present of the work site. The center will FENCING AT CHANNEL CROSSING DETAIL _ • J l �� 10271-s TRADEMARK STREET inform at h who(m) they will notify. DAMN E CHECKED RANCHO CUCAMONGA CALIFORNIA 91730 DRAWING No. y SCALE: 1"=10' ( A �� R.C. 29224 Ems. 1 PH(909)987-4305 FAX(909)941-1528 2084 PROJECT Sheet No. 6 of 32 .._........... PROJECT HDNdH PRIOR ARK 0 TAT F ON TR CTI N._ DI CR PACYSH _ _ _ _ _ . _ _ _ CITY OF RANCHO CUCAMONGA K—MMMT TT # N- f _ _ LL BENCHMARK NO. 10056. _ DESCRIPTION: 2 BRASS DISK IN CONCRETE HEADWALL STAMPED - .,CITY OF RANCHO CUCAMONGA BM 10056 1987 AT NORTHWEST CORNER OF BASE LINE ROAD AND HAVEN AVENUE AT EASTERLY END OF DRAINAGE CHANNEL WALL. EVATI ON. 1 31 7.780 _ NOTE REGARDING EXISTING _ UTILITIES Ca THE LOCATION (HORIZONTAL & VERTICAL AND EXISTENCE OF UTILITIES SHOWN ON THESE E PLANS ARE APPROXIMATE AND P - LOTTED BASED ON AVAILABLE RECORDS. �> W THE CONTRACTOR IS HEREBY NOTIFIED ED TO POTHOLE ALL EXISTINGUNDERGROUND UTIT ,.. LITIES WHETHER SHOWN ON _ _ ( THESE PLANS _ __ OR NOT TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRI ... OR TO BEGINNING CON STRUCTI ON. All P.V. . 136& 39 _ W _ P. :1. i3 .7 � nn � . U . - v E T A > > Q c� . c> ►.- _ cr ►-- �a �•.� 17 Y • o _ .- `O a o _ V M N ►I�RUIdTION OTE] Ile �: • N N SI _ -• _ .- ooh oo rn _ - u� urs + 1 CONSTRUCT 4 P.C.C. OVER 1 o _ o 0 0 _ . 2 COMPACTED NATIVE 95% MIN. RELATIVE $ v ,h *- ( E COMPACTION). 47 M > > M w 2 CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA_ � � � GA STD. P LAN 534. - 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER 12 COMPACTED NATIVE 95� _ � o MIN. R u_ v -- - - _..- d ( ELATIVE COMPACTION). O M Q_ _ , _ MU 1- UR os TR . ! 1 .5 N 0 ! P.LL 150 _ A_ _Y11` COB 1 .5 N 0 ! P. - _ _ U) _ PROFILE SC _ ALES. _ HORIZ. 1 =40 VERT. 1 =4 37 38 39 40 41 42 43 � 44 46 46 cr © U 7 U Z it i 0 1 r = ry X O ..�.. rRACT W -- -- z � ' JYJ.�. 19774 1 -4 rRrlrr ND, I ' 0 1"-40' r ® r� D� LO J 7 6 l :I r �- rr 10 r. , -woodakubdog (0 "Tt R-OP _.. r _ Ex>�r rerr ��U�r�._ 13655 -- ._-__ ._ * 37 -_ _ 00 W ROPOSED GRADED EARTHEN SWAlE _ w` ___ __ I____ _ 8_.- �_ .._ ___ -___ ._____�.___._ _____.__ __.._. ,.� a �._$$SZ_48_ _�� . ___._ .. .. ___ .u..w _ _ ____._ _ ..� __. ___-r3ss __. _______ __._ __�.._.__..,_. ___._____ .____ __... ._. ___n__. XfS FIR f?PJ C13IDi1TS ._ _ _ _ .w WLiPROPOSED GRADE - ----�^--- �3 -,._. _ _-_.___..._.}3b5_—____._._._ .._ ._._.__..,.__..,..._„_______-__--436 _..._.._ -_...— D EARTNE n_._____ __._-42__- ____,_.._,____._ ____.._,__.._._____ - N 40 swALE _ , _ _ 23 3 __ __.______ t= _ _ _ �� _ �_._..____________ __ _.__._.. =tr--_T...--- .. _ . .._._ _ `�-_ <,T-_---_,--- �,.�?__....�_____..___.____.--_ .._� '�' D� �. 1� __ ... _ _ ____ ___-- ..._ ___ 43�- _ -�--$�'S7�$__MSL-•.--- _..___._._.__.__.___.__..._._.._.�..____ __'--__-� W 6 __.,_ �, - - � 6 't Lj N - i�h.._..w._ _ ,_... 6 - sem/' -- ..._.�_...� '- 7 •• -,._,.-. � _ w. w'•' f. � � ,.�� ..._yam_.,-. ... — f. w z _ .n 17�7 U 4 RANCHO CUCAMONGA CENTRAL PARK DESCRIPTION OF REVISION DATE CITY APPROYED CIPY OFCUCAMONGA Plan & Profile UNDERGROUND SERVICE ALERT: Pacific Electric Inland Empire Tr��il LEGEND Phase lA CALL TOLL FREE �Q11 G1eY`NQ Sta. 37+00 t® Sta. 4FJ+50 EXISTING ASPHALT CONCRETE PAVEMENT TO 1-800-227-2600 BE REMOVED APPROVED BY: p QRpFESS/ON & Associates j DATE l (O h ��,° � E. GAF 9t CITY ENGINEER L R.C,E. No. 24953 ® REMOVE EXISTING CNN.ENQINEER3 * t�4NDSUf3vEYORs DESIGN TWO WORKING DAYS BEFORE YOU DIG � REC M ED ,�"C � Dan C toe-eNa CAUTION": Remember that the USA Center EXISTING ASPHALT CONCRETE PAVEMENT TO m RANcb Cu(�f+!\AONCiI�, c� str3o DGA notifies only those utilities belonging to BE REMOVED & 0.15' AHRM/0.35' A.C./0.50' A.B. R.C.E. 29224 M PH (909)987-4308 FAX t9W)94t-t� DRAWN the center. There could be other utilities � � • S ET present at the work site. The center will TO BE INSTALLED � ,j�SSUG1G�lfeS inform you of who(m) they will notify. DGA OF 1 `r�' ClVf1. 11.0 Y LA I Af; �Tf OF CA.0F CHECKED 10271-B TRADEMARK STREET DRAWING No. RAN E DATE RANCHO CUCAMONGA CALIFORNIA 91730 R.C. 29224 o3,9t-07 PH(909)9874308 FAX(909)941-1528 2084 PROJECT Sheet No. 7 of 32 PROJEM BD GH _ ARK. PRI R- 0 - N 11� STAFT F ON TR TI N. N DI CR PA CY SHALL CITY OF RANCHO C UCAMONGA BENCHMARK NO. 10056. _ DESCRIPTION: 2 BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY " OF RANCHO CUCAMONGA BM 10456 1987 AT NORTHWEST CORNER OF BASE LINE ROAD AND HAVEN AVENUE AT EASTERLY END NAGE CHANNEL WALL - : - OF DRAT ' . FF ELEVATION 1317.780 NOTE REGARDING EXISTING UTILITIES THE LOCATION HORIZONTAL & VERTICAL AND EXISTENCE( ) OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. - - F taTHELai CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND - U TITLITIES (WHETHER NETHER SHOWN ON THESE PLANS OR NOT TO VERIFY HORIZONTAL - � AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. _ W _ _ _ _ _ - _ -GRAD �r- � . _ _ _ _ . _ EX STl G RA E A C L.: LD R _ UR 0 17. 0 S Y F.L. 4�t P. .L v _ - tt t> ry ti v o f v � 0 U • a � Fol .- GAO ►DRUG NS mION NOTA ._ _ O _ f _ _.- M O _ p _. t# M __ - N _ ' o 1 CONSTRUCT 4 P.C.C. OVER 1 2 COMPACTED N _ • - - N �. ATIVE 95/o MIN. RELATIVE COMPACT � ION). a �• SO M - _ hr� M w q 2 CONSTRUCT C 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. - .50 _ �— PLAN 534. 3 CONSTRUCT 4 DECOMPOSED " GRANITE OVER 12 COMPACTED NATIVE 95/ MIN. R _ COMPACTION). ( RELATIVE _ x _ _ TOP F FROFOSE) N LY 0 C RB F 12 WlD _ _ (D 51W- qA- 9 REMOVE EXISTING A.C. SIDEWALK AND/OR PAD. _ 5 CONSTRUCT 18 DIA. 14 GAGE C.M.P. STORM DRAIN. tj V U 55 CONSTRUCT 12 DI - Q. 14 GAGE C.M.P. RISER PER DETAIL, SHEET 2. - Z PROFILE SCALES: - _ HORIZ. 1 =40 _ VERT. 1 -4 _ _ —L-L— 4L _ - 47 ; 48 49 _r, - fi0 61 62 RA C r 63 r 64 66 66 13060 R/W 1 26 EXIST. FIBER OPTICS CONDUITS �- J/1 � I 1 J�/J� J J C(7 _ 417 48• - _ ___ _ _ __ _v_ _______. ____ .____ � _.___._ _________ CONDUITSf J _ __ ... 13 _. - _..�-_��......_,... _. .._ _ _. FIBER OPT CS __ - I 13 „437 "•m- _._ 437G----,.._ _ w SED _._._ - _— _4375 ._ - .-_v...__� _ _ GRAOEO EARTHE � -----=- ----. ---______ �.-- _ ..-____-_ _ _. __.�__..._.� __ - .4370- � _ __. _ ._..._ __. � AZ - _ _ _ _. - N .._;370----._�_ _...._____.. • _ 43-,;- i37(�---:. - Cn N- 88-5748�W _..,_ ._.._... =7z PROP ,. .. OSED GRADED ____.._ _ .w r-�-_ A S W.__._ r ARIHEJ�BWA 1 _.__ G• - ?6 W _.__ R/W • z - - _ - _ = 1 6 OUTLET 6 `'} 5 - _ _ 0 I INV--1358.22 6 ___ ... ��1 F�'•'�1 1 N - J W 6�. � � � � � �� •� � LEGEND I� /I = EXISTING ASPHALT CONCRETE PAVEMENT TO 141"-REFER TO DETAIL, SHEET 2 U BE REMOVED f RANCHO — _ CLICAMONOA CENTRAL PARK ® REMOVE EXISTING BE EXISTING RE OVED & 0 15' A RM 0.35' A A.C./O.50' TO / /0.50 A.B. I � f TO BE INSTALLED I � I I ?� + o I\J 3 C DESCRIPTION OF REVISION DATE ApPRo ED CITY OF RANCHO CUCAMONGA I Plan & Profile Pacific Electric Inland Empire Trail UNDERGROUND SERVICE ALERT: I ! Phase lA o CALL TOLL FREE I I SECTION X-X Dan ee Sta. 46+50 to Sta. 56+00 1-800-227-2600 �9��' NOT-TO-SALE C`�ue A • I �g� APPROVED BY: �� DATB �� v d8 QRpFESSVoti & ,associates �Ivl �T — I ` I cc,Q�o E. GUFp<F CIVIL CNGIVEERS . LANDSURVEYORS CITY ENGINEER R.C.B. No. 24953 oP p9 2� DESIGN RECO EN ED TWO WORKING DAYS BEFORE YOU DIG 10?J1�` � �� Ci�teNNa "CAUTION": Remember that the USA Center Tit � RANMI0 CUCAMONGA, CA 91730 DGA Dan R.C.E. 29224 PH (909)987-4308 FAX(909)941-1628 DRAWN Q, SH&T notifies only those utilities belonging to ��• �Jt ,�SsoCia�es the center. There could be other utilities I DGA present at the work site. The center will I: I0 IgA �� OF inform you of who(m) they will notify. 3 sT9TF 12 OF CAS-�Fp� 'I CHECKED 10271-8 TRADEMARK STREET DRAWING 1 No. DAN E DATE RANCHO CUCAMONGA CALIFORNIA 91730 Q R.C. 29224 03-31-07 PH(909)987-4306 FAX(909)941-1528 20814 PROJECT Sheet No. 8 of 32 _ . _ -- - _.._ _ - - - - . _ _ - - - A K. . - . H R - _ . __ _ PROJ� m HnN - _ _ _ _ _ _ _ _ __ - _ __ . .. _ _ _ H 10086• _ __ .. ._ __ _ : _ _ _ - _ _ __ -:_ _ -. : _ _ RAMC" O - CITY OF CUCAMONGA BENCHMARK NO . .- _ _ _ _ _ ..: _ _. __ _ . __. _ _ ._ _. _ HEADWALL STAMPED IN CONCRETE F� DESCRIPTION: 2 BRASS DISK _ _- _ ,. NORTHWEST . _ _ -._ .. _ - - - _- _ _. _ _ _ _ _ _ . .__ _ . _ AT STERI_Y END -_ --__ _ .. __ _. __ _ __ _ ._. _ - __ . _ _.. .. _.._ :_ _ _.. _ AND HAVEN AVENUE. EA __ _ . _ _ - - _ -- _ _ _ _._ _ _ NUE,T CITY OF RANCHO CUCAMONGA BM 1 .. _ _ _ _ CORN _ _ OF DRAINAGE CHANNEL WA _ _ _ - _. - _ : _ - : ::. - . - _ _ .: - 1 I . __ _ _ __ _ _ ._ - _ ._. _ _ - -- I'll , I _ __ ._._ - _ _ __ - - -- . .__ - - - - _ - _ _ _ _ __ _ _. _ _ _ _ - _._ _ _ _. . _ _ _ _. . _ _ I d _ ATI I. Et_EV . : _.- NOTE REGARDING EXISTING _ . _. _ - 11 _ _ _ . _ - _ _ _. 1. _ . _ . . .__ _ UTILITIES _ - . _ _ _ _ . : _ _ _ - -. - ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS . - _ _. _ _ _ _ - _ _ - _ _ _ __ _ _ - __ __ _ _ _ __ _ __ - THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND - HORIZONTAL RIZO L _ __ _. _ VERIFY 0 _ _ . __ _ . . YJ. 13 : 3 - 4 TIT TIES WHETHER SHOWN ON THESE PLANS OR NOT TO VER _ T C L._ LD R __ _ __ _ _ _ E STIG RAts _ T _ _ _ - _ Lij _ . I— I ,: _ .. _ _ _ _ U _ _ _ . . . _ _ _ -:: - AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION • . o, __ _ _ _ > _ _ -c� , .: .. _ • _ _. _ A _ _ _. ... .. ..... .. ... ... - __.. .. .. ._ .. .. ._. .. - -; ... - -._ .... -. _. _ _ _ _ . _ v o � -__ got: iQ _4 P V .ED N_ __M W _ _ : . - _. _ R _ __ a - T _ _. _ � _ .._ - _ _ _ . �_ ca- _ _ _ _ _ - _ _ - - _ __ _ _ - _ _ _ . . __ ti - _ - _ . - _ .._-. _ _ _ _ V: _ _ _ _ _. _ _ _ _ - - _ _ _ _..... . .- _. ..., ..__._. : _ _. _ _. __ - _ _ _ - _. - . . : . _. _ .. . _ _ _-. . - _ OTD __ - _ —� - _ __ _ _ __ _ _ _ _ _ _ _ _ _ ___ _ __ __ _ _ _ - _ _ .. _ - _ - _ _. _ _. ___ __ __ _ __ __ OVER COMPACTED NATIVE 12 OF 951 MIN. RELATIVE COMPACTION). .. _ _ - -. _. - _ 1 CONSTRUCT 4 P.C.C. 0 E CO _ .. 91 - - _. _ _._ _ - _ _ 1. _ _ .._ .- _ 1. _ _ - __ _ __ F RANCHO CUCAMONGA STD. PLAN 534. - -__ _ ._ - _ _ _ _ _ _ _ RELATIVE 1. - _ _. _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ . . DECOMPOSED GRANITE OVER COMPACTED NATIVE 2 OF 9591 MIN RE _ _ _: -__ _ _ _ _ _ - DEC ( __ _ _ . _ _ _ _ _. _ _ _ _ _ COMPACTIO 3 CONSTRUCT 4 . - _ _ N . _ - _ _ _ - _ PATH _ :_ _ _ - - - : - : SIDEWALK/BIKE _ _ _.. ._. _. REMOVE PORTION OF EXISTING P.C.C. P (�.. _ _ _ _ . . _ : : _ 11 .. _ _ - 4: - _ _ _. _ _ _ _ _ _ - _ _ .. _ - _ _. _ _. DER _ _.. _ . _ _ �17 - _ _ . _.-. _ _ _ ___ _ _ _ 18 REMOVE PORTIONS OF EXISTING CONCRETE HEA . --. - - _ :. _ - __ --- - - __ __ _ _ -.. .. _ . _ _ _ __ __ _. _ _ _ _ __. _._ _ _ . _ _ _ 1. 17 REMOVE PORTIONS OF EXISTING _._ CUCAMONGA STD. PLAN 1010 _ _ _ _ H CUCAMO G _ _ CITY Of RANCHO_ _ Q _. . __ ._ _ - - _- _ _ -- 18 CONSTRUCT COMMUNITY TRAIL P.V.C. FENCE PER _ . __ . _ _ _ _ _ - - - U (NUMBER OF RAILS TO MATCH EXISTING FENCE). _ _ _ _I . : .. : - - _ _ _ - [nU _ ._ _ _ STREET IDENTIFICATION SIGN PERSPECIFICATIONS. U _ _ _ INSTALL -. _ __ _ _ _ 33 . : - 9.- _ __ _ . _ -.. _ _ . _ _ ILE SCALES: _ _ _ - -- PROF _ - _ . - ... _ _ _ - . _- _ _ _ - -- - -- -. ss __. _ . _ .. . =40 ._ .. _ _ _ _ _ _ - - - - _ - HORIZ. 1 _ _ .._ _ _ . _ _ _ . . __ _ _ _ _ _ _ _ _ _ _. __ _ . - _ _. - . . _ — _ _ _ _ : - --- i I - _ 1 ---4 _ _ _ . __ __ _ _ _ _ _ : _ VERT _ __ ... __ ... 11 66 67 68 69 60 61 62 ' I ' ' I I I I ' I 1,_ I o I z 'd 7FCT No. l 3060 I p I I I I 1 I I " �� r I I I M,B. I I I �' I I 9 co ��/��-- �J I I I I `i I I 1 =40 1 1 ` V) Jd 51 52 53 5-4 JJ 5 57 58 1 I 11{ �1111 00 • c W a - . --- _— __ _ µ w.__ ___ ----— _ _ . . . - __ __- - - . _ ._ --- ___ ___ �_ ---I-- f I) � > _._ -- _ - _ ____- ------- _ - - — —i - �_ �/\ "-`--~-- _��7 _ ---~_..4375--..__--�--'-` --w —=_tJ'_7'� � � � � .__._ --__ _. _ _��_ ""` � "�-�`—}380—— _...-��" . . _ ___ _ _ � �4 . - _. __ _ --- _ ;� W _ _ __ 43�;t- - ---- �_ _ }J7a— ___ _a _ ____ }J7a—= `� -__.__.�.. =`- -_. — .._..�� __- �=-- I�Sh18EIfi0PTlCs CONDUITS' _ _ e --M — }375— _ } W —}3 ----"/ W —� - 1 _ -�./_._� r='__`.'_'"._ _ —}J74 -- X43— _ "—_-- — I I I I I I I ' 7P ._ I , PROP17SEb GRADED EARTHEN SWALE - �� _� z e4 _ _ N 88'57'08" W _ __ _ _ =. _ ._.._..__ �� _ ---__ ----_ 437a- -N 88�3A'DS"W --�a�i I ��ur 18 - -- - - - 77 2 _ __.� - ��_ ? 4 --- -_ A. �'� _.______ - _ _____- ----- -2 -- 3 _-_ _.-_._-_.___._..._-- ---- -- _ ------- --� _ URE -�6 -.-g----- - PHASE 1B m ` / ____ : . - ::_ - _ --.._.-.... _ W ---.-. _ ___ - W Z — — = I � �— -... _ R �. 10 Ljj —1 . ... ... - - -- - - - .W M �� _ - .. :- _ `:: l= . . . — ow . .. _ s s �' r .'. f �� T / - I. :2 4:01 1�_ �e 1 _ , /'' ' __ /i • `` J / ] ; t 1 s 81• ` -- /� / I 1 11 S• o ,k, 09 {STIIBIKI;?ATI 4.a7s- .11- _ 437 87.23 � 1 ra `-- ,-. �'__. `� /' I I II Es' - / �- A. of _ � I - _. �` _..._____.-._.___.x.__ '_*� 3 . � a -, . �_ RANCHO CUCAMONGA CENTRAL PARK ,., I s,o �` - - -- &# �� 14) lb (w \� ^.+---� —C--. mac"_ azmus.-wv. -m..�ow�ommum;�m+.naamv..n o — �5.1a — �5.1� � I DESCRIPTION OF REVISION DATE APPROVED 1• �• a L X�4J' 6 6 U h� I CITY OFRANCHOCUCAMONGA CENTRAL PARK DR , Plan & Profile Pacific Electric Inland Empire Trail Phase 1A UNDERGROUND SERVICE ALERT: LEGEND Dan Ctwea Sia. 56+00 to Milliken Ave CALL TOLL FREE EXISTING ASPHALT CONCRETE PAVEMENT TO APPROVED BY: DATES � BE REMOVED O Q�Cf ESSIp y� & associates CITY ENGINEER 1 R.C.B. No. 24953 1-800-227-2600 �Q�`1 E. G&F��In CN&I14WEM • IA $LRVEYOR3 DESIGN RECOMMENDED ® REMOVE EXISTING =' o� �' i 10271-8 TRADEMARK STFW DGA fan 11 Gt4ewNa ( // M RANCHO CUCAMONGA CA 91730 TWO WORKING GAYS BEFORE YOU DIG M PH tso9)987-43M FAX t9W)941-16M "CAUTION": Remember that the USA Center EXISTING ASPHALT CONCRETE PAVEMENT TO R.C.E. 29224 DRAWN gj �ssOclates S EP12 notifies only those utilities belongin to BE REMOVED & 0.15' AHRM/0.35' A.C./0.50' A.B. 99 DGA 9 of the center. There could be other utititles TO BE INSTALLED present at the work site. The center will srfT f CN Iti ,�O` � � "� '0` CHECKED 1�1-D �E s�� DRAWING No. inform you of who(m) they will notify. OP CAL pgpi g p Q1118 RANCHO CUCAMONr;A CALIFORNIA 91730 �w RCA EPSP. 03- , PH(909)987-430!3 FAX(909)9411528- 2®84 PROJECT Sheet No. 9 of 3 ELECTRICAL SYMBOL LIST LIGHTING FIXTURE SCHEDULE GENERAL NOTES MBOL SYDESCRIPTION SYMBOL. DESCRIPTION RNISH LAMPS MANUFACTURER 1. ITEMS RELATED TO ELECTRICAL POWER, TELEPHONE, CABLE TELEVISION 12. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVAL, POLE MOUNTED, 150W HIGH PRESSURE SODIUM (HPS), BLACK 150W SPAULDING GH NG: AND OTHER SERVICES; (le: SPECIAL INSTALLATION REQUIREMENTS, STORAGE, CONTAINMENT, ABATEMENT, DISPOSAL, --- �_ #CM-A-S15-H3-F-Q-BL-HS-VG-L MATERIALS, LABOR, PERMITS, FEES, ETC.), SHALL BE VERIFIED WITH THE PROGRESS AND FINAL CLEAN-UP OF ALL IDENTIFIED CONDUIT RUN CONCEALED UNDERGROUND, BELOW GRADE OR SLAB. A ONE-PIECE, DIE-CAST SHOEBOX TYPE LIGHT FIXTURE HPS QUAD TAP 240V, (OR EQUIVALENT) - RESPECTIVE SERVING UTILITY PRIOR TO SUBMISSION OF A BID. THE ACT HAZARDOUS WASTE AND MATERIAL, INCLUDING ALL 1 Sp WITH FLAT LENS ANDS EXTENSION ARM. PROVIDE 10'-0-0 LIGHT POLE: #SSS 16-50-1- OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE DOCUMENTATION AND FEES. CONTRACTOR SHALL TYPE III DISTRIBUTION, POLYCARBONATE VANDAL AX-BL WITH ADJUSTABLE DIRECT MOUNTED ARM #AADM, CONTRACTOR TO INSTALL SERVICE(S) IN COMPLIANCE WITH THE EXECUTE AND FOLLOW ALL LOCAL, STATE AND 1Q CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF WIRES CONTAINED GUARD AND HOUSE SIDE SHIELD. FIXTURE MOUNTED (OR EQUIVALENT) REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE ELECTRICAL -��--- THEREIN. GROUND WIRE IS REQUIRED BUT NOT INDICATED. NUMERALS ADJACENT ON 18'-0" SQUARE STRAIGHT STEEL POLE WITH ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES FEDERAL REQUIREMENTS STANDARDS AND GUIDELINES FOR ABATEMENT, TRANSPORTATION, TO CROSS LINES ON CONDUIT RUNS INDICATE SIZE OF CONDUCTORS. ADJUSTABLE DIRECT MOUNTING ARM. LEVIED BY THE SERVING UTILITY COMPANY, WITH THE EXCEPTION OF THE STORAGE, DISPOSAL CERTIFICATIONS AND FINAL FIRST BILLING DEPOSIT. CLEARANCES FOR HAZARDOUS WASTE AND MATERIAL CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATESPOLE MOUNTED, 5OW HIGH PRESSURE SODIUM (HPS), BLACK 50W CYCLONE LIGHT FIXTURE: CY1301-F2-PR3-LAC-50HPS- OWNER TO PROVIDE OR REIMBURSE COST FOR ELECTRICAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED NEUTRAL. B POST-TOP ACORN TYPE PEDESTRIAN LIGHT FIXTURE. HPS DT4/240-S1-RAL9017, DOUBLE TAP (OR EQUIVALENT) 2• THESE DRAWINGS ARE DIAGRAMMATIC. EXACT ROUTING OF CONDUIT SHALL AGENCY REVIEW/PERMIT FEES TO CONTRACTOR. THE Sp PROVIDE TYPE III DISTRIBUTION, TAMPER-PROOF CYCLONE PEDESTRIAN 18'-0* _ BE DETERMINED BY THE CONTRACTOR. ANY REQUIRED OFFSETS, ADDITIONAL LI HT POLE: #PD15 18-SA- CONTRACTOR SHALL ALSO PROVIDE, PREPARE OR o SCREWS, HOUSE SIDE SHIELD AND CLEAR BD17-RAL9017 OR EQUIVALENT PULL BOXES OR ROUTING OF CONDUIT DIFFERENTLY THAN IS INDICATED ON FURNISH THE FOLLOWING: POLE MOUNTED BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. POLYCARBONATE LENS. FIXTURE MOUNTED ON 16'-0" AVAILABLE FROM SOUTH COAST LIGHTING: 949-276-8850. THESE DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL DECORATIVE POLE WITH ANCHOR BOLTS AND COST TO THE OWNER.TAMPER-PROOF BASE COVER. COORDINATED AND APPROVED ABATEMENT 1. COMPLETE AND COMPREHENSIVE FULLY POST TOP MOUNTED BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. 3. THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS AND FEES PLAN AND SCHEDULE. NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK, 'I GROUND. CONNECTION TO PEDESTAL GROUND SYSTEM. INCLUDING ALL CHARGES BY THE LOCAL GOVERNMENT AGENCIES AND THE 2. UPON COMPLETION OF ABATEMENT WORK; UTILITY COMPANIES. PROVIDE OWNER WITH TWO (2) "ORIGINAL" LIGCONDUIT AND CONDUCTOR SIZES, SETS OF ALL ABATEMENT,. 4SEE SINGLE LINE DIAGRAM FOR HUNG FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES TYPE OF FIXTURE.3 NUMERALS IN LOWER HALVE OF HEXAGON INDICATE FIXTURE WATTAGE (INCLUDING PANELS, TRANSFORMERS, MOTOR CONTROL CENTERS, MECHANICAL FINAL CLEARANCE CERTIFICATIONS AND /-A NUMERALS TRANSPORTATION, DISPOSAL, STORAGE AND BALLAST WHERE APPLICABLE). NUMERAL AT TOP OF HEXAGON INDICATES NUMBER EQUIPMENT, ETC. HOME RUNS TO PANELS MAY NOT BE SHOWN ON PLANS MM BUT ARE PART OF THIS CONTRACT. MANIFESTS DOCUMENTATION. OF FIXTURES REQUIRED. NUMBER AT BOTTOM OF HEXAGON INDICATES MOUNTING +16'-0" HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. 5. THE NUMERAL(S) SHOWN AT TOP LIGHT FIXTURE IDENTIFICATION 3. COORDINATED AS-BUILT/RECORD SYMBOL WHICH INDICATES NUMBER OF LIGHT FIXTURES REQUIRED SHALL DOCUMENTATION. NOT BE USED BY THE CONTRACTOR FOR HIS QUANTITY TAKE-OFF AT HAZARDOUS WASTE AND MATERIAL ARE IDENTIFIED BIDDING OR FOR DETERMINATION OF HOW MANY FIXTURES WILL BE TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING: INSTALLED. THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE NICAD, MERCURY, ACID OR OTHER BATTERY UNITS, WHEREVER A FIXTURE OUTLET IS SHOWN ON DRAWINGS. FLUORESCENT LAMPS, MERCURY TYPE LAMPS AND 6. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL PCB BALLASTS AND TRANSFORMERS. AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND THE WIRING DIAGRAMS OF THE MECHANICAL AND PLUMBING DRAWINGS. 7. ALL FINAL CONNECTIONS TO OWNER-FURNISHED EQUIPMENT SHALL BE APPLICABLE CODES MADE BY THE CONTRACTORS. 8. ELECTRICAL EQUIPMENT ANCHORAGE ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED APPLICABLE CODES AS OR OOTQBER 1. 200x• TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION 1. 2001 BUILDING STANDARDS ADMINISTRATIVE CODE, USING THE CRITERIA: PART 1, TITLE 24 C.C.R. FIXED EQUIPMENT ON GRADE 23X OF OPERATING WEIGHT 2. 2001 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. FIXED EQUIPMENT ON STRUCTURE 34.57: OF OPERATING WEIGHT (1997 UNIFORM BUILDING CODE VOLUMES 1-3 AND 2001 CALIFORNIA AMENDMENTS). EMERGENCY POWER EQUIPMENT ON 3195 OF OPERATING WEIGHT GRADE 3. 2004 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.EMERGENCY POWER EQUIPMENT ON 46% OF OPERATING WEIGHT (2002 NATIONAL ELECTRICAL CODE AND 2004 CALIFORNIA AMENDMENTS). STRUCTURE 4. 2001 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. THE ABOVE VALUES ARE FOR AN IMPORTANCE FACTOR, 1=1.15 AND (2000 UNIFORM MECHANICAL CODE AND 2001 CALIFORNIA AMENDMENTS). SEISMIC ZONE, Z=0.4. 5. 2001 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4 X THE ABOVE VALUES. (2000 UNIFORM PLUMBING CODE AND 2001 CALIFORNIA AMENDMENTS). SIMUITANEOUS VERTICAL FORCE - USE 1/3 X HORIZONTAL FORCE. 6, 2001 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE 7, 2001 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R. FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ELECTRICAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE DIVISION 8. 2001 TITLE 19, C.C.R. PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. OF THE STATE ARCHITECT. 9. PROOF LOAD TEST FOR EXPANSION, TYPE ANCHOR BOLTS (BOLTS MUSTPARTIAL LIST OR APPLICABLE STANDARD HAVE I.C.B.O. APPROVAL). w NFPA 13 - AUTOMATIC SPRINKLER SYSTEMS 1999 EDITION :. '�Y ALL CONCRETE ANCHOR BOLT OF THE EXPANSION TYPE (LOADED IN j Z SEGMENTA EITHER PULLOUT OR SHEAR) SHALL HAVE 50 PERCENT OF THE BOLTS NFPA 14 - STANDPIPE SYSTEMS 2000 EDITION : SEGMENT 8 SEGMENT C SEGMENT D (ALTERNATE ____• SEGMENT E w BOLTS IN ANY GROUP ARRANGEMENT) PROOF TESTED IN NFPA 24 - PRIVATE FIRE MAINS 1996 EDITION ;,�;,. TENSION TO TWICE THE ALLOWABLE TENSION LOAD. IF THERE ARE ANY _...._, FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST THEN ALSO BE NFPA 72 - NATIONAL FIRE ALARM CODE CALIF .:..aa„. W _....:: ....... .; _„.....�. ,•.:.,,.... ... - _:....... ..... ... .. . __ AMENDED) 1999 EDITION .I . a:::.:w: .. x ,:::, x u:,,, : . ; na : 4. ........ _ ro ,....�r. _ _„....... TESTED. 0 EISUAL DEVICES") ` � (NOTE SEE U.L.U L STANDARD 1971 FOR - n y _. ' „ M .. .............:3F�,............ „.,.....„ � .._.,.•..,,„,,..c,.,, ,....„..... ....... ..�aaa.s �� „......:... ............... 7 ..ter ;:.y. .� 2 „ ......�.:� .. j '`�--- TYPE OF ' ' -r7 MATERIALS TYPE OF TEST BOLT DIAMETER .z. .: ,- V O +'•- ;,, 3/8" 1/2* 5/8„ 3/4" HARD ROCK DIRECT PULL-TEN SION,LBS. 1300 2000 2900 4300 CONCRETE TORQUE WRENCH-TORQUE,FT.LBS. 25 50 110 150 LT.WT. DIRECT PULL-TENSION,LBS. 970 1400 1950 2590 CONCRETE TORQUE WRENCH-TORQUE,FT.LBS. 20 35 75 10. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING SPECIFICALLY ALL INSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR, . AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY SIZED PER N.E.C. 250-95 IN ALL CONDUITS. FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS AND BY GROUND CONDUCTORS ARE NOT SHOWN ON DRAWINGS. 4 D SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE NREQUIRED TO PERFORM HIS WORK. 11. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL CUTTING, PATCHING AND REFINISHING OF EXISTING SURFACES EQUIPMENT SHALL CONFORM TO C.C.R. TITLE 24, 1998 CBC WHEREVER IT IS NECESSARY FOR HIM TO PENETRATE FOR HIS WORK. SECTION 1632A AND TABLE 18A-O. ANCHORAGE DETAILS A E:)F=X MAP ALL OPENINGS MADE SHALL BE REFINISHED AND SEALED TO MEET THE FOR FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON PLANS RATED INTEGRITY. QFE $/0 F 11 941 VOLTAGE 12000/240 10, 3W PANEL PH 4.09 BUS AMPS LOCATION PEDESTAL 120/244 3W PANEL PM LOCATION PEDESTAL MAIN BREAKER®�A.F. 100 A.T. TOP FEED D SURFACE MTO.® BUS AMPS 100 1�' TOP FEED O SURFACE MT0.® LUGS ONLY O BOTTOMREMARKS FLUSH MtO. O LUGS BEAKER LY p104_A.f.14�_A.T. BOTTOM FEED ® FLUSH MTM O /F � DESCRIPTION VOLT--AMPS C OUTLETS C K BUS K C OUTLETS C VOLT-AMPS oEscRIPTION REMARKS DESCRIPTION VOLT-AMPS c OUTLETS C K BUS K C OUTLETS G VOLT-AMPS DESCRIPTION A 8 L L R M B TB T B L R M L A 8 A B L L R M 9 T A8 T B L R M L A B BIKE PATH UGHTINO 450 x 5 201-2 1 20/1 1 500 IRRIGATION CONTROLLER BIKE PATH LIGHTING 830. x 7 20/2 20/1 1 500 IRRIGATION CONTROLLER BIKE PATH UGHTING 450 x 3 4 SPACE BIKE PATH UGHTING 830 x $ 4 SPACE BIKE PATH LIGHTING BIKE PATH UGHTING 4,50 x 5 20 2 y 8 SPACE BIKE PATH LIGHTING 540 x 8 20/2 d SPAS CITY �'A� BIKE PATH UGHTING 540 x _ y 8 SPACE DESCRIPTION OF REVISION DATE Opp f BIKE PATH LIGHTING SPACE '454 x 5 20 2 9 10 SPACE BIKE PATH UGiTING 540 x 8 20/2 0 10 BIKE PATH LIGHTING 450 x 11 12 SPACE BIKE PATH LIGHTING 540 x 11 12 SPACE BIKE PATH UGH11NO 360 x 4 20 2 13 14 SPACE BIKE PATH UGHTING 450 x S 20 2 13 14 SPACE CITY OF RANCHO CUCAMONGA BIKE PATH LIGHTING 364 x _ 1y 18 SPACE BIKE PATH UGHTING 450 x - 1$ 10SPACE 19 zo 17 1e Electrical Legend, Notes and Details 2 22 19 20 23 4 Z1 Pacific Electric Inland Empire Trail 2 2$ 23 29 2$ �, 2° Phase lA 31 37 2 33 34 31 32 HAVEN AVENUE TO MILLIKEN AVENUE 33 3s 34 37 38 38 39 APPROVED BY. DATE39 37 3k 41 42iffE39 40 CTPY ENGII�IEER ew(1 / R.C.E. No. 2496: SUB TOTAL$ 1710 1710 41 42 DESIGN REC01![MENDED L$ SUB TOTALS 2160 2160 500 SUB TOTAL$ RR CONN. PHASE TOTALt A 2210 B 1710 SUB TOTA = CONN. PANEL TOTAL 3920 VA= MAX. CONN. UNE CURRENT 14.3 AMPS 2660 8 2160 CONN. PHASE TOTAL: A i CONN. PANEL. TOTAL 4820 VA= MAX. CONN. UNE CURRENT 18.0 AMPS DRAWN (KVA) PANEL TOTAL 3.92 + LC.L (,25) 0.85 .. 4:77 KVA; BALANCED CURRENT 19.9 AMPS DESIGN LOAD KVA 4.82 1.08 S T (KVA) PANEL TOTAL + LC.L G2S) . 5.90 KV,� BALANCED cuRRENT 24.5 �P� DESIGN LOAD KVA RRIKG EWV C"b im O or- CHECKED E6cirkxd P" egrwtg 0*0 Sbdw DRAWING No. P: 05_1923\E1.0.dw9, 10/5/2006 2:19:37 PM RR e040 Center Avaxi4 arse 120 rwdv Oxwovs CA 9173oo-3 0 048- 723 2084 11 PROJECT Sheet No. 13 of 32 t NOTES REFERENCE NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ON O STAINLESS STEEL, NEMA 3R. METERED PEDESTAL ENCLOSURE WITH AUXILIARY THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND SECTION. 120/240V, 1PH, 100A MAIN, WITH 10 BRANCH CIRCUIT LOAD CENTER. RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRE: ROUTING TO MEET SCE STUB UP. MYERS MODEL #MEUG48-1. THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. O PROVIDE 120V/1PH CONNECTION FOR IRRIGATION CONTROLLER. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE PEDESTAL NTH AUXILIARY SECTION FOR 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. CONTROLLER. MYERS MODEL #MEUG46-1. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING REFER TO TRAFFIC SIGNAL DRAWINGS, PHASE 1A, SHEET 2 OF 2, FOR TRAFFIC SIGNAL PEDESTAL SPECIFICATIONS, REQUIREMENTS AND ADDITIONAL CABINETS FOR FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. TRAFFIC LIGHT CONTROL. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED O4 PROVIDE (1) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRING FOR SCE CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. CONNECTION TO LIGHTING/IRRIGATION SERVICE. 8• PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT 5 FIELD COORDINATE WATER LINE ROUTING AND POLE FOOTINGS FOR THIS AREA. FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. �• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A 8t B. 6 SOUTHERN CALIFORNIA EDISON SERVICE POINT. COORDINATE WITH EDISON FOR PROPER ROUTING AND TERMINATION OF SERVICE BEFORE WORK IS TO BEGIN. $• BEFORE ORQQINQ & INSIAJ.LA_T19H QF EXTERIOR LIGHT FIXTURES AND CALIFORNIA EDISON - CONTRACTOR HALL BE RESPONS113LE FOR COORDINATING EXACT LOCATION OF CWN E SERVICII PLANNER EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER lIIE&j FELIPI ANTILLON CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. (909)357-8163 OFFICtI (909)987-6264 CELL €M#0 FeHgg Antilbn4X_e_.=email .............._,,,,_..__............ _ .............._.._.._............._ ._-_............. .............,_-_................_..._.___.............___.... _ ............. ..................................................................................... ...... ...........................................: .............. _..... . i ..........._.._.............. __--............. _ ............. ..____............ \ \. \,\\ '.\ :: K ............ - l ..............�_.............._---_--------- .............. ............. ............ T •,� / t i t I i r• \ A r i r B 1 j, i I( 'f i \ � I occ 1 PANEL Pl-# 1 f , IS. I a \,� \ , PH �Q. c. 2 , ( .......... .............. fawAM,\Ov..., - .........................._. ; '�.. �. .... ,,vT„:,:' ............�', _ / i ,}> ax,>�ttt. «. 1• �.•.':.. 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PH ........................ ........._._.._................. ....... ::: ............ ... , q. /J! ••••••..... ..w:::..vnv.,amcv.ww-n�:.w:::::nxvaavccc...... 4 ' VVV _.,_.__............mow .............. ............. ...... 11 : ; �C C : i _ ....... ,r► . 3. - 80 25 125 , .:>.: _..__ r \„ ___...... -:..::..... �w y ...... ._...... 125 125 _.. _ _ i , :::::::::::.-. : ' r' 16...:i} -:.. .:.:,o-:_,......_..... _ _..........::._ _...... ... _ ..... .... _ I 125 125 12 .............._ ....... ..F..:n ....� /�' '? i F i i t%Z•J}� PTF ._.................._,,.. ..... ... i r >:p _. __ ..............._ __...... .... . ............._._......_. .........._ .;...,� <„»w}^,,..:.. _............._ ....... �:. f ___. i: E.........__. _�........... ............__...__. ::. _:....::...:_ ; ...... a __.... _........... l,3 ,........._-__-...... ;. _.... ... .. ■1�� _.. ........ 0 �,.. �j _ _. .. , t ." ew.:� �..� ..... ._.._._ ... j lPROPOSED k.. { • i » t: .>. �� ,,,.. ..i t PHASE E Il! CAL) 2 Aj 7 PH A1f.» �;( ' t A� Z„x� r� f t t 4� : .. .__. : i : ; ; yi;tJ ,\ ' �\ J i . i :. ;.., lila < ri �„ . 1 t / _ T _.... S l . 1�... } 1 'i _1 t F� `;. t �! ; .� , i l .�IN, M, l• i ! i r . 1 �i i i v �.. 1 'T f,. T ............... ...._._..............._._,..___.................._�...............,W...__..............,_....__,................,_..__.............. i c� No.E17941 _.�.._. j L��...1.... f*09 , f ------------ 1 / � , Y 3 VA.gIOU6 ,�9VlsloN6 //-9-ab 0 4 0 DESCRIPTION OF REVISION DATE c>r�x PWM CITY OF RANCHO CUCAMONGA Lighting Plan: Haven Ave. to Milliken Ave. Pacific Electric Ireland Empire Trail Phase lA Liglltin Plan: Segmentit HAVEN AVENUE TO MILLIKEN AVENUE APPROVED BY: DATE / / eo CITY ENGINEER A.C.B. NO.�"w3 © N p DESIGN RECO DED RR Q -- DRAWN Ell RR/K(4 CwA 0 010111,INC OF LIGHTINO PLAN HAVEN Tc ITT SCALE: CHECKED 0W'W bIUWI G No. SEGMENT A t/40”=t'-or I RR CA 9177, 20 2084 t�:\05_19231E2.i.dwg, 10/5/2006 2:19:2 PM PROJECT Sheet NO. 14 Of �� NOTES REFERENCE NOTES I. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. g• PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 7• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 8. AND PEDESIALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION Olt EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. 1 .................. _ .... l __.. . ___- i !! _ _............ I -_^..............._.............. ................ ............._ < ; 1 - .............— __.............. ............—. ............. ..- .............................................................................................- ....................... ..._..-.... i ........_.....__ .............._._.-_..................�...._...............__....__....... _.......... B C ......... _.... _ ............... ............ I /i f ..__ / ............_...... ............. .� ��.. �2.a� X2.3 ...... _,. f .. i 3 _............. .............._....... s �.� 12.2 ( ( \f C•, 1 E 4 1f, t ! i 1 r -s s................::';:.,:x:.v.x:z:x:x;- /�r r i/ I t / : ,r R 1 t 1 r E 1 J 1 r ' tt V'l ; : i 1.. _............... t , . ............. ... . . ; \ • r........................... x:::::nv v-am-_avav::v::i.....:<_vscxue-.vvw•»«,_aaa�miv—••.•,---,---••••••••••• x.�.t ,f m.::....:gym-r�-„ .........-.-.-., .._...____..............__•_-.,-_....... ..:rc...:..c_u<:<:�......:. ... wexms-svoe...vvw.nnv _ -........ .......::.:. ........... t •: :�. . ..................................... . ..._.125" � __--_-...........^_ ............_„-_._......_ ___ 125 125 �� -___............. ..............____.............. ,............__._.___............ `��•�� e _................._.. _.- 12 ' 125' 125"r=_'. -',a,:=. - .............. ........... . ..........__,_—__.......... pH 9,11,13,13 . t ^.._............. __............._ _-_. - t ........ ..............__,_.-^^_ _... / 1 / .. - sf........ . ............. ._ .._____ .. -- . -91 1 » _,.�. _................ _.__....... 11 ._-.......... ............. _ _ .............w- . ............... x k' -.: :. ............ __- 1313 4 10 til K7a ��x j ..... ,...._,.,_-_......... ...ter .-_......... :.......... ...........-.W.�.-_...............—___- -- ' 911 •r.: f `h ___...............—_,_-_..............—,-_-... ... - ..._ �. , .. ........._..W__._-. „ 1315 .... ......_.____---_--_......._.. ... _ 9�11 ___.:.. ........---� 13,1 -• „� ». ...� ..�. a�.3... .. 10 0 : \ 8 TYPICAL I i j, z j Y E •0 180 t EE \ \ y < 'f i 1 i / \ 1 ' r : . t y f ,f f. RA C i t e ...- _,..v........ ..._......................�...,-..,_..,......,. f :_.._._. I�`J as 1 1 r "l A B . `• i 1 a r` < _. _....... _ ...........____....... _..... aa• , , r J B C No.E1941 W7�.p� tel.\ _...__....-.....'......^_._................___-,.-,.............,.____................_,-_—...............__ 1 �.2 � \I� , f ........... .............................� - ..v .-_,_- .....-_,.^-.............,_W--__,............__..__-......_. !/ a .r v i ...,....._._..,-.... ............. •• •'tea ...................._.. r ................ _—,-. A t 1 R • 1 DESCRIPTION OF REVISION DATE CITY OF .RANCHO CUCA�IONGA Lighting Plan: Haven Ave. to Milliken Ave. Pacific Electric Inland Empire Trail Phase lA Lighting Plan: Segment B HAVEN AVENUE TO MILLIKEN AVENUE . APPROVED BY., DATB d CITY ENGINEER A.C.13. No. 84953 4 N p DESIGN BEC 1![MEN>�En p RR C DRAWN S T MN :E 2: RIRAQ c111/�b !NC 0» EWIL- LIGHTIN(3PLAN HAVEN TCS -SEGMENTSCALA , CHECKED �A� kv S� D12Al1INa No. MITL IKEN B 1,40 =1 .0� 1 8�ao cerEtar AvarLx�Butte 120 P:\05_1923\P2,2.dwg, 10/5/2006 2:19:07 PM RR rff1dV C1J;W V%CA e17aXDM 040-4723 2084 PROJECT sheet No. 15 of 32 NOTES REFERENCE NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRAPT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. 6. PROVIDE MINIMUM SIZE X10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 7• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 8• PEFORE ORDERING & INSTALLATION QF EXTERIOR LIGHT FIXTURES AND PEDESTALS, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. i f • i , % "r i E2.211" E2 f -----------E , f ! r _.......................�. .............. 1 f r : : 1 / W _........... .... _....... .............._,,_--------------- ?;- .................._.............. f ................. ............... .'j f f ( • w.f t 1 ......... ..........__..................__-_................._.__...... ----- - _.......... ............._ _ _.... _. ............ tf t I I i i` I j i jt i E2.3 E2.4 , , •- t ........... .......... _-....... ...... ._.....-_._............. ............ .._,... ._--------------- t ✓ ............._._.._...................._.___..------.................... _ � m...... i -� ) A ! /,. •,. , �pl t ,i ,.-. .... ....n,..._F.Thr.::G:::4.....:.....:^�.........- ' �•,�. ........;«:x:::�.=x::�:<...-=:.s..- ..._...._:.<�.,::r::-:-.<::::.,......x. ..�.:�... ....,_-.. . .^.f�::a: T.`iE:(',i i 1 x: ::............,w_�:-_...............:.-,.,..._::�-\- :.. .:; , ,.•,��....�•,� .-. -xk.;•.x:: cn.�,:asp.<�,.......,..,�. «,�x:-:,-::: i •.:nom-<-.-•>��:�::.;;.•V„.w.... 125' n.� ,xx ,,......... ._ ...................._..._.............. 3* !!f r -...., 125' 125 ... _............. ............_........_......... _.-._.........._ ............. _......... .r. _ . 1 1 125 .., oilY ..............__.............._.___......... 125 125 ... ... __......... 125 ..........._...__............�......._.......... ...............�..____..........._.__......_... _ r-- r `.,,..., ..-: ....................,_„-„.__. _.. :a._.m...h.... _.. -. ...... ... - ..w::.......,., .�.,.xx:�..•.-c.,.-•w-ozsxa-.....-�-aa�,a.,�om n. ern by :.,,m,..vaa•:,.F ....w»::..�. .................................._.._,.,-.,,.. _..- ........._.,,-_-_ ._..,................-..,_._. n.....»..,,c:.»... :,x,.,,-...w.._..» w :xi...-.,..-.,nam::..,,,,, ..,Q.... Q 3,15 .............._..._..................___;.._.. ....._..__................_.,_ _4 g _ ..._........._ _........ m......... _- ......... _ ._.......... » ..» :.:::n.:.� :.v 11 1flFt� 4 _ __............. 1 ., 911 ...........�..�..... ............_...,__ — .�::..:. 4 _. . .........f....:.:.-_,. _._... ._ _........... 313 .... .� -+-i __ _ - 4 {� -,�maw-.,.:.�'.:.....>r�;: ..............._.._..... ...._ 9,11 _..:.......___._.. . 1313 4 (TYPICAL) ” 2 A 9 f 180 +18 —0" B C E2.2 E2.3 C D E2.3 E2.4 NO•E�I7941 DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAIVIONGA Lighting Plan: Haven Ave. to Milliken Ave. Pacific Electric Inland Einpire Trail Phase lA Lightinj Plan: Segment C HAVEN AVENUE. TO MILLIKEN AVENUE APPROVED BY: I DAM /' d CITY ENGINEER &��lR.C.B. No. 2_�_—.4963, 4 NDESIGND RECO DED 0 RR Ewl DRAWN ��► �''''`� RRIKa _ CwA& 1! 0 OF I 1-�ITI N ti.71 PLAN HAVEN TO SCALE: CHECKED a�r��e rine u�, sum DRAWING No. LMILLIKEN SEGMENT M 1/4v -1 -� 1 �C,t. A SUft ,� P:\45_1923\E2.3.dwg, 10/5/2006 2:18:53 PM RR ftd o OwwuM CH 01 arm 2084 PROJECT sheet No. 10 of 32 NOTES REFERENCE: NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. 8• PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 7• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. S. BBEgRE ORDESiNg & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND EEDESTALS•L CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. j { i i i 1 t i ....... __....... .................................... w............ __-------...,.,.._..,,.,__..------ ----..,,--- . .._. .. ...----- .. _ ,...... __..... �__......... _..... •i iI �i f! i _..-._. E2.3 E2.4 E2.4 E2.b ,. • r y :, ..... ..... ,.l (ff ............. ................ _ i r y , If€; ...._........_.._._._.......................................... ........__................. ......_...._...... ___.,..................._............. ,.,.....--._...................._..,-.-......................_._,..........................._...............,.._".._1............. ..-.--- -------- ..».__. - _--------- _ ..... �..___.... ..... ______............... ,....__._._-------- f e Pvj i r' J!5 l : i : i -x:. .... x�x:x .... ... ......._............,........y ..y. 1 f>t�x.� �-`( �'2 .:.iR,:. ...:a,a�F�:Ywx.-:.:w::..u�:.w�rcf<'•,.a•6- •..... � ,... 1`) r -...uCwa.•e�' a,� , Y4'..i::•:m+iaiva'c..ix�r::nvv.:.an:acraditir.?':.:.ix:x,x:.-.:.,... { .......::........ , •• Al X'..�t-..,�C°{.. ,::,:n.....Ti..1':.Sxi.,.�&d��..C...:•'Siva..' :fwFo!hiG.':i:.w:u�.�1, P.....v"vax^:s-.�\'m�.s�.v:is�. ,�"a."`vnhvE-,-S:vF:isu'wiGS-si......::':`::nc�aT'ma:'iaYiiF.X'n4'.'�..,vo�wh.:.:A":::... x .. i kJ r - ?"f.C.�. ` d..-.,, :�z E:::�:ac.x•.;x�.�::xr:is:s:<-�----:=�:F'�::;:.sn•--«-� '.::�:�,x.,�:a�-. .... ......, �„ •n �':�x E .............. _.............__..__ \... :' r - �. —1 5' 125' 125' 125' ._...... �._..._........ ..._........ ._........... ............. �...._1"�5'_ _.-.-....... ............� �. 12.5. _-....... __ ..__....... ............�....-.............1?�'........... �_ ........ . _......... _ ....._........ __. __...... .�............._.__...-_.._... 410 1 3 _................ .__. _.........._ a . ...n ........: : 13 _........... 5 7 _-... 1 1� �i d.i/..111'�r1'� r o�r.+r..��r ........,......,,.....,.. .. ..................................._,,,.._...�.... 1 � � � ........ .. .�..�.�.. ....._..___......... ..... 1{}�F �,...... . .................._,.-„- ---.-......... ....._...,.. nor ...�....._,..•.�„_... ,-..............._._ 10 .7 .._ .. _ rrru4 .0 �urs as r.r rw �fw _ .r..r..r...r...rr „ .iiir.l. (TYPICAL) a A 9 E3.0 180 C D D E2.3 E2.4 E2.4 E2.S � �o.E�17�9�1 DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA Lighting Plan: Haven Ave. to Milliken Ave. Pacific E1eet is Inland EmpireTrail Phase lA Lighting Plan: Segment D TIAVEN AVENUE TO MILLIKEN AVENUE ® APPROVED BY: DATB� CITY ENGINEER R.C.B. No. 24253 Q N > DESIGN F CO DED RR DRAWN nn c^ �yif�yRy+R cWA!►pb�{�}� ►INS op . LIGHTINO L .�� HAVEN _. POMENT r7LALEi CilZG`i>�n ��fty" •R! � 'S LFII Y�V 1�0. TO MILLIKEN 1/40'=1'-0" RR %rA a WWW s M 2084 PA05_1923\E2.4.dwg, 10/5/2008 2:18:39 PM PROJECT Sheet No. 17 of 32 1 . NOTES REFERENCE NOTES I. CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ON �j STAINLESS STEEL, NEMA 3R, METERED PEDESTAL ENCLOSURE WITH AUXILIARY THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET SECTION. 120/240V, 1PH, 100A MAIN, WITH 18 BRANCH CIRCUIT LOAD CENTER. THE INTENT OF THESE PLANS AND SPECIFICATIONS. SCE STUB UP. MYERS MODEL #MEUG48—I. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. O PROVIDE 120V/1PH CONNECTION FOR IRRIGATION CONTROLLER. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE PEDESTAL NTH AUXILIARY SECTION FOR 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. CONTROLLER. MYERS MODEL ,#MEUG48—I. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING O PROVIDE (1) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRING FOR SCE FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. CONNECTION TO LIGHTING/IRRIGATION SERVICE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED 4 FIELD COORDINATE WATER LINE ROUTING AND POLE FOOTINGS FOR THIS AREA. CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. 5 SOUTHERN CALIFORNIA EDISON SERVICE POINT. COORDINATE WITH EDISON FOR 8• PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT PROPER ROUTING AND TERMINATION OF SERVICE BEFORE WORK IS TO BEGIN. FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. SOUTHERN CALIFORNIA EDISON REPRESENTATIVE: 7• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. �„� Yom-:_ SCI SERVICE PLANNER 8' I I I I0Qw6&2w FELIPE ANTILLON CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF (909)357-4163 OFFICE EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER 1 (909)967-6264 CELL CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. a elipg.Antillon§sce.= email t E t i l I t { _..._..._............_-____----- ------- _-_--------------- --------------- 12.4 ___............... _ ............._ _. _. -........... E2.8 _. _ ...............__ .. , ..... __..._..............W ............. �r_................._._. ... r: ................. :.....:'_.:::::::._._w_,_ nXi3:iu.=:-@.�:h?m::.4ri.::^�::m-c'.�;.i�'.'.:�i.`.'r:?iivT'�;:��_:x;s:•t.':.m:,_... 1IIt ! ...._..._.._ cs:..:xrr.�-�._.....:-:,:;.r.:�.2' .__- � i ki` �� 125 ! -_.., ,... 125' 368' ... _ ..............._. _ ; ...............___................ .....:.... ...,�._.: M 1,3,3,7 __...... f I 10 ..::....... • l __._..........____ ..-.:::.v:: ..� �.:... 3 7 _____, :: ...... _ ::::..,,......... ..:.. 10 _ _. .,......... , - .,.' .....�. _... __._... 1 O 10 _._............... � r...� .......... r�, ., i 3 2 A 2 1 B 3.0 E3. 180 �� 2 t.:! E3A .� � (TYPICAL) +18 -00 +16 -00 80 AIPA qEL PM) E10 E -._..__..___..... .+.t __......._.1 .,,• r.':..___—___..___ ...3..� ;:� D E .._..,,..__. _.__-__....._ .............. 12.4 E2.5 Elk•09/X1 CALF .� V/ARw�.c s /?rV151 wV3 DESCRIPTION OF REVISION DATE If WM cm CITY OF RANCHO CUCA VIONGA Lighting Plan: Haven Ave. to Milliken Ave. Pacific Electric Inland Empire 'Frail Phase 1A Lightin Plan: Segment E HAVEN AVENU 'I'O MILLIKEN AVENUE S APPRaVED BY.. LC.�.f / DATH r / CITY ENGINEERNo.3_ 4 N a DESIGN REC I�E17 p RR IyIt R s � LIGHTING R� moo .PLAN -- --� � �cv-117 4p�. -- 5CAL0 CIMCKM tv s � „E 1/4or=,�_� 1 ��. a�� ,� O No. P:�45_1923\E2.5.dwg, 10/5/2008 2:18:24 PM RR T Qae-a 2084 PROJECT sheet No. 18 of 32 LEGEND: TIE ALL CONDUIT STUBS METER PEDESTAL 1. LIGHT POLE, SEE PLANS FOR MODEL. INSTALL I PER MANUFACTURERS RECOMMENDATION. SEE WITH GROUND WIRE SIZE PER NEC AND BOND TO INSULATED GROUND BUSHING ELECTRICAL PLANS. GROUNDING BUS SIZED AS REQUIRED 2. CONCRETE FOOTING, F'C=2500 PSI, POUR AGAINST NATIVE SOIL GROUNDING BUS CONDUIT NIPPLE (TYPICAL) FOR POLE AND FIXTURE TYPE SEE 3. #8 BAR, 4 VERTICALS, 3" CLR. FROM EDGE METER OF FOOTING, TYP. SITE PLAN AND FIXTURE SCHEDULE CONDUIT COUPLING CONCRETE PAD 4. #4 TIES, 12" O.C. PEDESTAL 5-1/2 INSTALL FLUSH WITH POLE WITH GROUNDING FOUNDATION (TYPICAL) 5. ANCHOR BOLTS (4), SEE ELECTRICAL PLANS STUD AT HANDHOLE 6. 90% COMPACTED SUBGRADE 18'-0" SQUARE STRAIGHT STEEL POLE FINISH GRADE 7. 18" CONCRETE BAND ONDUIT PER PLAN 8. FINISHED GRADE, SEE CIVIL PLANS FOR ELEVATIONS. UTSHANDHOLE WITH GROUND LUGS 3 ANCHOR UP + GROUND AT METER PEDESTAL18' POLE HEIGHT CONDUIT STUB- 5 ABOVE GRADE 7 ANCHOR BASE TAMPER PROOF BASE COVER METER PEDESTAL GRAD HOT DIPPED GALVANIZED DRYPACK RIGID CONDUIT WITH CONDUCTOR 8 BASEPLATE 20"x20"x1 (3) TIES FOR TOP ELECTRICAL PANEL ATTACHED TO WALL WITH 2-HOLE f. �•+: ,Y •�,t t• WIRING RACEWAY 3" 5" OF POST BASE STRAPS - BACKFILL . . . '. 3 4" X 10' 0" LONG COPPERCLAD SPECS. UNDERGROUDWWARSTHG TAPE DEPTH 24" . •, i; • i; • '% • • •. 'i NEW WALKWAY / SEE BURIED BELO MIN. BURIAL • , ' PANEL BOUNDED TO CAUTION-ELECTRIC LINE • 'f' • • 23-3/8 BOLT CIRCLE GROUND ROD OR OTHER ELECTRODE HAND HOLE AND COVER FINISH GRADE t GROUND CONDUCTO DISTRIBUTED BY SETON NAME UNLESS • E. VERIFY EXACT LOCA PLATE OL /2" x 8" , :ti • . .• . A5 SPECIFIED IN NAl10NAL ELECTRIC 2000 PLATE CORP. OR EQUAL OTHERWISE .'c, :! ''•• / .•.•• 2'-Ow �\ , \ MEDTER PEDESTAL MANUFACTURER.TION P.S.I. _ -_ I I NOTED • 3 ABOVE GRADE \ ,� • CONC. 36-08# 3 18" MIN.\/\ - 3" CLEAR •i. /.\ 3 TIES x 12" POLE SPACERS . �• 5 i• • MEROVIDE YPICALLY POLE IS SET \ +' r ''.::`• • ' • ,•� \ LUSH TO GRADE " • • �., . CONFICtITfS)S'fl��P r J�13"X ( ) . . �•. 4 54 MIN. TYP. / t �. •. • s' ., � '� ' ?R 1 r�Nt !'clY�u�T C•r✓nr&�r rrtr • A , f % 8 X TS WITH METER PEDESTAL MANUFACTURER BEFORE PVC SCHEDULE 4♦ 3 MIN. \ �K%/ PLASTIC SHEILD. .� �� I �4 �g VERTICAL REBAR 1 WORIKYIS GROUNDING OBEGIN. REQUIREMENTS CONDUIT SIZE(S) . \ 6 : �+�• : 1 AT EACH CORNER REQUIRED R AS \ \ 2-1/2 x 5 WIRING � APERTURE 18" BELOW ANCHOR ROD (44, 00 PSI MIN. GRADE YEILD) 3/4"x18-123 BEND MIN. 2. SIZE OF CONDUCTOR SHALL COMPLY WITH 2002 NEC TABLE 25Q-122. 2»Np, 3"MIN. TYP. 2-6 D 3. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO ELECTRICAL PANEL IN NOTES: ADDITION TO THE DETAIL SHOWN ABOVE. BOND THE ELECTRICAL GROUND TO 8" ROUND METAL WATER PIPE EMBEDDED AT LEAST 1OFT INTO THE SOIL (IF AVAILABLE). 1. SLOPE RUNS A MIN. OF 4" IN 100 FT. BETWEEN 3 V MANHOLES OR MANHOLE AND VAULT OR CABLE FOUNDATION BY ELECTRICAL 4. ALL PARTS OF METAL PEDESTAL SHALL BE ELECTRICAL BONDED TOGETHER (BOLTING RISERS. CONTRACTOR ONLY IS NOT ACCEPTABLE BONDING) 4 2. RUN SHALL BE STRAIGHT WITHOUT ANY HIGH OR 5. CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL LOW POINTS BETWEEN ENDS, THE HIGHER END GvNOur rl5) StiuG�P ry A /Z"x12'' lc�G Q�'x, 7'NF 7QAr� GROUND RODS (2002 NEC 250-56 AS REQUIRED). SHALL BE AT A VENTILATED MANHOLE,VAULT, �./GNr g��rRi�G rv�/Olt/1' Cv�'rN0.'T YNE Pu:L l3c�xEf, OR CABLE RISER. 2'-6" 6. PROJECT INSPECTOR SHALL WITNESS GROUNDING LEST. BIKE PATH ENTRY LIGHT POLE DETAIL Ili BIKE PATH LIGHTING POLE DETAIL 2 GROUND ROD DET 4NON-REINFORCED UNDER�C�OUND DUCT BANK 5 HINGED LIFT-OFF HOOD R OjMN ENp D MINIMUM CLEARANC R AL " OAT1NRo PER NEC 110-16, IAL 3 MIN. 2g HING D LIFT-OFF MAND RE ET COV R FRONT AND BACK. -� \ H00 AND D PA LOCKABLE, ENTRANEED�ONDURVICE - E OVABBLL ® LOCATION. B '01 METER SO&ET METER SAFETY COVER FF SOCKET----,--_ LINE o 16 3\8" R.A NG MANUAL BYPASS 1 `2 AUXILARY SECTION yyI OW TEST BLOCKS) " LTOY�I�ABLE METER SECTIO �•• C�y�RLABLE p EC 8" FLUSH HANDLES . REMOVABLE TEST MAIN -22.00• -24.00 ta: LOAD 10" RECOMMENDED �-3" MIN. SECTION COVER BREAKER NAME 48.7 8 ® 43 �. SIDE CLEARANCE � LAN TNG I PLATE ® j2ACIRCUITER I SIDE VIEW LUG I HINGED 57.000 g DOOR LOUVERED RE MOTV�rAACCESS VENTILATION 18.00 12.25 PLAN VIEW R F 30.5 /PADLOCK BARRIER NEUTRAL BA I F I ECTTIONER 44.5 MIN. SUPPLED WI1H OR BASE BOLTS PADLOCK � %N�p HASP ISER FOR 6. 5 SLOTS FOR BASE INSTALLATION LOAD CENTER " ff�INENSIONS i W 8 MIN. ECIFICAT10N5 6.75 --11.25 f 46.00 -20.06 21.812 1 BOTTOM E PROTECTIVE MOUNTING SLOT DETAIL BARRIER 114" 18.0 (LEFT) 30.50 X 20.00SX 8 5 EQYRiGHT'T 48 5 X 21.75 X 14.25 MIN. CLEARANCE � �Ajrk5l, N T� AIS oOr�S 1/2- OR ANCHOR BOLTS SIDE VIEW FRONT VIEW FRONT VIEW � 08�-18-�BOLLTS LESS DOORS, DEADFRONT, AND COVERS FRONT VIEW BASE DETAIL QROF $3/ PEDESTAL ELEVATIONS Fy a� 0 No.07941 ' E*09/3%8 CAI. ?�tG�8vx AOOtO To gine p r# imgrs "A"+ `0crry DESCRIPTION OF RMSION DATE AMMM CI'T'Y OF RANCHO CUCAMONGA Electrical Details Pacific .lectric Inland Empire "frail Phase 1A HAVEN-j�VENUE TO MILLIKEN AVENUE APPROVED BY: ' - DATE 94 / D CITY ENGINEER / R.C.B. No--AAM- DESIGN o._DESIGN RE j�Q DED RR ` / DRAWN mg RR {G C"Lr ,INC ______ CHECKED axtr•tcd Planta Eiptea kv C--�roo Sada DRAWING No. AN 120 RR � CA OV C M S4G-2 23 2084 PROJECT Sheet No. 19 of 32 P:\05_19231E3.0.dw9, 10/5/2006 2:18:07 PM ELECTRICAL SPECIFICATIONS PART 1 GENERAL 1.04 TESTING AND ADJUSTMENT PART 3 - EXECUTION 1.01 SCOPE C. Panelboard in A. Upon completion of all electrical work, this Contractor shall test (including solid state trip main circuit breaker). 3.01 PREPARATION AND INSTALLATION A. Work of this section includes everything necessary for or incidental all circuits, switches, motors, breakers, motor starter(s) and their to completing the electrical work, to p P auxiliary circuits and any other electrical items to insure perfect A. Installation of Conduit, Fitting p g provide a complete and operable operation of all electrical equipment. 1. Provide ppanelboard with rating, components and features as indicated g and Outlet Boxes. electrical system, except as herein specifically excluded. on the Drawings. Panelboards shall consist of molded case, thermal magnetic circuit breakers, in floor-standing, dead front, totally metal I. All conduit except as hereinafter specified, installed in 1.02 GENERAL REQUIREMENTS B. Equipment and parts in need of correction and discovered during such enclosed, NEMA 3R, requiring front access only. All sections shall be concrete or masonry, in damp or hazardous locations, or subject testing shall be immediately repaired or replaced with all new constructed of code gauge sheet metal. Sections shall consist of cable to mechanical injury shall be heavy wall, threaded, galvanized, A. Electrical System Characteristics: 120/24OV. 1PH, 3W equipment and that part of the system shall then be retested. All pull section, combination utility metering and main circuit breaker section rigid steel or aluminum. such replacement or repair shall be done at no additional cost to the and distribution section. Ponelboard and panelboard components B. Guarontee: Furnish a written guarantee for a period of one-year from Owner. (circuit breakers, control �n) indicating devices, etc.) shall be as 2. EMT (Electrical Metallic Tubing) may be used in all other Hommmerred by Square D or approved equal Siemens, or Cutler locations other than those previously mentioned, unless date of acceptance. C. All circuits shall be tested for continuity and circuit integrity. otherwise noted and/or restricted by applicable codes. C. Codes and Regulations: Work done under this Section shall comply Adjustments hall be made for circuits not complying with testing with the latest edition of the following: National Electric Code, criteria. 2. Busbars: State of California Title 24, State Building Standards, Occupational a. Bus bars shall be rectangular cross-section copper with silver- 3. Conduit shall be run so as not to interfere with other piping Safety and Health Administration (OSHA) requirements, State of D. All certified testing reports shall be submitted to the Engineer at plated joints, full-height in each vertical section with horizontal fixtures or equipment. California Title 17 and to all local codes having jurisdiction. In completion of project. cross busbars between sections. Bus bracing shall not be less 4. The ends of all conduit shall be cut square, carefully reamed the case where the codes have different levels of requirements, the E. Equipment and arts in need of correction and discovered during such requirements Provide talltlu s sui abler for co peor r utility out to full size and shall be shouldered in fitting. most stringent rule shall apply. P testing shall be immediately repaired or replaced with all new g Shop drawings must show lug sizes based on copper actual g, Where conductors enter a raceway in a cabinet, all box, D. Wherever a discrepancy in quantity or size of conduit, wire, equipment and that part of the system shall then be retested. All conductors fo be provided. y • P equipment, devices, circuit breakers, etc., (all materials), arises such replacement or repair shall be done at no additional cost to the Junction box, or auxiliary gutter, the conductors shall be on the Drawing and/or Specifications, the Contractor shall be Owner. b. Copper neutral busbar shall be 100% and shall have terminals protected by a plastic bushing type fitting providing a smoothly responsible for providing and installing all material and services 1.08 IDENTIFICATION for all active, spare, or inactive circuits. rounded insulating surface,. required by the strictest condition noted on Drawings and/or in A. Identification nameplates shall be Micarta 1/8" thick and of approved C. Copper ground busbar shall be full length with provisions for 8. Underground conduit shall be, unless otherwise indicated, Specifications to insure complete and operable systems as required by Schedule 80 PVC (polyvinyl chloride The grounding wire in the Owner and Engineer. size, with bevelled edges and engraved white letters 1/4' high future length extension. (ll Yv YI )• 9 9 plastic conduit shall be rated in accordance with Section 250-122 minimum on black background. Nameplates shall be provided for all E. The General and Supplementary Conditions, as well as Special circuits in the distribution switchboards, and selector switches. 3. The main circuit breaker shall be molded case type and have short circuit of 2002 NEC. Conditions apply in addition to items in the Electrical Section. Inscriptions on equipment shall be identical to those indicated in interrupting capacity of 10,000 AMPS symmetrical or per serving utility's 7. Where conductors enter a raceway in a cabinet, pull box, Special attention is directed to the following sections: panels and/or motor control centers and other similar devices. Each requirements, whichever Is greater. Provide solid state trip units with junction box, or auxiliary gutter, the conductors shall be nameplate shall be provided with drillings and suitable mounting long-time, short-time & ground fault adjustable pick up and delay and protected by a plastic bushing type fitting providing a smoothly 1. Drawings and Specifications at the site. screws corresponding to finish of the nameplate. The inscriptions in field functional test set. rounded insulating subroce. each nameplate shall be as indicated on the Drawings. 4. Feeder circuit breakers shall be of the bolted-on molded case type, with 2. Shop drawings and samples. thermal magnetic trips and shall be rated at 120/240 volts with frame 8. All boxes installed outdoors shall be suitable for outdoor 1.06 ELECTRICAL CONTRACTOR'S RESPONSIBIUTY sizes, number of poles and trip settings as shown on the Drawings. installations gasketed, screw cover and painted as directed by 3. Record drawings. the Architect with weatherproof paint to match building. All Provide circuit breakers with interrupting capacity to match the main A. It shall be the Electrical Contractor's responsibility to obtain a circuit breaker. Series rated circuit breakers will not be acceptable. conduit entries to boxes shall be made using Myers "SCRUTITE" 4. Cutting and Patching. complete set of Drawings and Specifications. He shall check the hubs Series ST. Drawings of the other trades and shall carefully read the entire 5. Provide screw-on nameplates for all ponelboards, 1/8" thick, Micarta or 5. Cleaning up. Specifications and determine his responsibilities. Lamocoid plate or approved size, with bevelled edges and engraved white letters on black background. Nameplates shall be provided for all B. Installation of Conductors. 6. Guarantee. 1.07 FINAL INSPECTION AND ACCEPTANCE circuits and panelboard enclosures. 1. All electrical wire shall be installed in conduit. All circuit bre akers shall be provided with a device for locking circuit 7. Tests. A. After all requirements of the Specifications and/or the Drawings have 6. been fully completed, representatives of the Owner will inspect the breaker in 'OFF' position and lugs UL listed for use with 75d C wire. 2. All circuits and feeder wires for all systems shall be F. All single or multiple conductors for signal or communication systems work. Contractor shall provide competent personnel to demonstrate continuous from switch to terminal or farthest outlet. shall have a minimum of (203) twenty percent spares pulled and tagged. the operation of any item or system to the full satisfaction of each C. Stainless Steel Meter Pedestal. representative. 3. Thoroughly clean all conduit and wire-ways and see that all part G. Testing: are perfectly dry before pulling any wires. Do not install any B. Final acceptance of the work will be made by the Owner after receipt 1. The meter pedestal shall be made entirely of 304 grade stainless steel, permanent wiring, without special permission from the 1. Scan: of approval and recommendation of acceptance from each #4 brushed finish, utilizing all welded construction providing superior Architects, until dirt is removed. Use no lubricant except representative. vandal and weather resistance. The top shall be a side swing style that Mineraloc or powdered soapstone. a. Infrascan services of all new circuits added to the existing locks out for safety. The side swing top shall fully expose the meter system shall be required. 1.08 RECORD DRAWINGS compartment for ease of setting the meter and access to the test blocks. C. Joints in Conductors. Joints in 600 volt conductors smaller than No. The top shall be supported by 3 large all stainless steel hinges with 3/8" 4 AWG shall be made with Scotchlok spring type connectors. Wires No. A. Contractor shall furnish one set of reproducible record drawings pins that are "lift-off' style allowing the top to be completely removed. 4 AWG and larger shall be Joined together with approved type of b. Infrascan certified reports shall be submitted on before final payment of retention. A replaceable 5"x10", 3/16" thick Lexan viewing window shall be provided. pressure connector and taped with 133 3M type, three (3) layer completion to the Owner and Engineer. minimum to provide insulation not less than that of the conductor. 2. The meter socket test block compartment shall be equipped with a PART 2 - PRODUCTS Connections to switch or busbar shall be made with one-piece copper C. Scans shall be performed by an independent testing watershed drainage channel and overlapping equipment panels that lugs. Splicing of all 600 volt or less in-line connections #2 AWG laboratory with total connected loads in operation. 2.01 MATERIALS ensures a watertight design. Within the top meter compartment, the meter through 350 MCM shall be made with 3M brand PST connector. socket test block assembly shall be installed. The customer shall have the 2. All circuits shall be tested for continuity and circuit option to have a utility approved main disconnect located in this D. Grounding: A. Electrical Materials and Equipment shall be new and shall be listed compartment. The top shall be completely padiockable and accept a integrity. Adjustments shall be made for circuits not complying by Underwriter's Laboratories and bear their label, or listed and utility seal. with testing criteria. certifiied by a nationally recognized testing authority where U.L. 1. Provide grounding for entire electric installation. Included, does not have an approval. Custom made equipment must have complete 3. The utility compartment shall be located on the right side and house the but not limited to items as requiring grounding are: 3. Grounding System: Shall be tested by an independent testing test data landing lugs. a cover panel that can accommodate a padlock and utility laboratory to meet resistance specified in Part 3.1, D.3 of seal shall be provided. a. Conduit these Specifications. It shall be this Contractor's submitted by the manufacturer attesting to its safety. In addition, the materials and equipment shall comply with the requirements of the responsibility to make adjustments, as required, to upgrade non- following: m 4. The left side of the pedestal shall house the 20"x20" customer b. Neutral or identified conductors of interior wiring syste complying systems to proper and safe operation. electrical compartment. The compartment shall be outfitted with a fully (transformer ground). welded and hemmed stainless steel gasketed door that closes against a 4. All certified testing reports shall be submitted to the Owner at 1. American Society of Testing Materials (ASTM). watershed drainage channel. The door design and all stainless steel T-handle C. Panelboards. completion of protect. latching system shall ensure water tightness and vandal resistance. 2. Insulated Cable Engineers Association (ICEA). d. Non-current carrying metal parts of fixed equipment. H. All Core Cutting, Drilling, and Patching: For the installation of 5. The interior portion of this compartment shall house up to a 30 work under this Section, the aforementioned shall be performed under 3. National Electrical Manufacturers' Association (NEMA). circuit capable load center with a removable protective panel. The panel shall only expose the breaker switches and shall be held in place by e. Telephone distribution equipment. this Section of the Specifications. No holes will be allowed in any 4. American Standards Association ASA p structural members without the written approval of the D.S.A. (ASA). captive thumbscrews. A stainless steel electrical backboard shall be Architect or Structural Engineer. Work will be as directed in provided for ease of wiring and grounding of electrical components. 2. Furnish and install all ground rods (3/4' x 10' 0"), grounding 5. National Board of Fire Underwriters NBFU . wires, conduit and clamps. The size of the grounding conductors Concrete Section of Specifications. ( ) 6. The pedestal assembly shall be a single phase, 120/240V rated unit. shall be not less than that set forth in the latest edition of B. Conduit and Fittings. The enclosure shall be rainproof NEMA TYPE 3R and the assembly shall the California Code of Regulations, Title 24, State of I. Verifying Drawings and Job Conditions: be UL listed for service entrance equipment. The enclosure shall be complete California and CEC, unless otherwise indicated. I. Rigid conduit shall be full weight threaded type aluminum or with all mounting accessories, hardware and grounding rods. Provide concrete 1. This Contractor shall examine all Drawings and Specifications in foundation for all pedestals. Electrical contractor shall install and mount all 3. Buildinggrounding system resistance to round shall not exceed a manner to be fully cognizant of all work required under this steel, except where specifically required to be steel. Steel pedestals on a pad mounted base with anchor bolts. g 9 g conduit shall be protected b overall zinc coating to inside and 25 ohm. Quantity of ground rods shall be as required to meet Section. P y 9 outside surfaces, applied by the hot dip, metallizing, or the specified resistance.p, Conductors - Wire and Cable. 2. This Contractor shall visit the site and verify existing sherardizing process. E. Prefabricated Equipment. Installation of all prefabricated items and conditions. Where existing conditions differ from Drawings, 2. Electric Metallic Tubing (EMT) shall be zinc-coated steel with I. All conductors shall be copper. equipment shall conform to the requirements of the manufacturer's adjustment shall be made and allowances included for all baked enamel or plastic finish on inside specifications and installation instruction pamphlets. Where code necessary equipment to complete all parts of the Drawings and e sur2. Type THHN/THWN, Thermoplastic, 600 volt, UL approved, for requirements affect installation of materials and equipment, the most Specifications. 3. Non-metallta conduit: interior and dry locations. stringent requirement (code or manufacturers instructions and/or specifications) shall govern the work. J. Shop Drawings: a. Polyvinyl chloride (PVC) rigid conduit, Schedule 40, Type 3. Wire and cable shall be new, manufactured not more than 6 months Q, SS/ II for underground installation only. prior to installation, shall have size, type of insulation, F 1. Drawings shall be submitted in six (6) bound sets voltage rating and manufacturers name permanently marked on accompanied by Letter of Transmittal, which shall b. Conduit and fittings shall be produced by the some outer covering at regular intervals. t� N0117 41 give i list of the number shall and comps of the drawings manufacturer. 4. No conductor carrying 120 volts or more shall be smaller than fIq►09 f� submitted. Drawings shall be complete in ever respect and bound in sets. 4. Fittings. #12 AWG. 2. The Drawings submitted shall be marked with the a. Condulet type fittings shall be smooth inside and out, �. � name of the project, numbered consecutively and taper threaded with integral insulating bushing and of the E. Seismic Design and Anchoring of Electrical Equipment: bear the approval of the Contractor as evidence shapes, sizes and types required to facilitate installation that the Drawings have been checked by the or removal of wires and cable from the conduit and tubing gqp Contractor. An Drawings anchorage equipment: submitted without this system. These fittings shall be of metal, smooth inside approval will be returned to the Contractor for and out, thoroughlySeismic anchorage of mechanical and electrical equipment as required resubmission. galvanized, sherardized or cadmium per Section 4-317(b) Part 1, Section 1832a and Table 16a-0 Part 2 of plated. Title 24. The anchorage details must be coordinated with the structural 3. If the shop drawings show variations from the b. Metallic Condulet Covers shall have the same finish as the calculations and the manufacturer's literature. The structural engineer DESCRIPTION OF RBVISION DATE c>t requirements of the Contract because of standard fittings and shall be provided for the opening of each shall Justify the strength adequance of supporting structure components. AP7PBOVED shop practice or other reasons, the Contractor fitting where conductors do not pass through the cover. � shall make specific mention of such variations in CITY Or RANC�IO CUCAMONGA his letter of transmittal. If the substitution is 1. Load is to be applied at the center of accepted, the Contractor shall be responsible for C. Connectors,couplings, locknuts, bushings and caps used with PP gravity of the part and rigid conduit shall be steel, threaded and thoroughly to be in any direction horizontally. Design stresses shall be in '' ectrical Specifications proper adjustment which may be caused by the alvanized. Bushings shall be insulated. g y accordance with the Specifications for design of the American substitution. Samples shall be submitted when g g institute of Steel Construction. Anchorage, support and/or requested. g PP ' d. EMT fittings, connectors and couplings, shall be steel, attachment of said prefabricated equipment to the structure Pacific Electric Inland Empire frail 4. Shop drawings shall be submitted for all electrical zinc or cadmium plated, rainttght, threadless, compression shall be in accordance with the details found in the plans and Phase lA equipment indicated on plan and specified herein. or tap-on multiple point, steel locking ring type with Specifications. insulated throat. Ole cast, set screw or indenter types 1.03 WORK IN COOPERATION WITH OTHER TRADES are not acceptable. 2. All electrical equipment furnished under this Section of the HAVEN AVENUE TO MILLIKEN AVENUE Specifications shall be permanently anchored to the floor or A. Examine the Drawings and Specifications and determine the work to be e. Flexible steel conduit connectors shall be of malleable pads and shall withstand a lateral force equivalent to two times APPROVED BY: DATE _&Z(4&by other trades. Provide the type and amount of Iron clamp or squeeze type or steel twist-In type with gravity minimum. (2 - CITY ENGINEER \ R.C.B. No. 24963 electrical materials and equipment necessary to place this work in insulated throat. The finish shall be zinc or cadmium REC01�[ENDED proper operation, ,completely wired, tested and ready for use. This plating. Connectors that anchor the conduit be set screw 3. The manufacturer and/or supplier of said equipment shall certify DESIGN shall include all conduit, wire, disconnects, relays, and other shall not be used. in writing to the Architect and the Office of Architecture and devices for the required operation sequence of all electrical and Construction of the State of California that this equipment RR f. Conduit Unions shall be "Erickson" couplings, or approvecomplies with these Specifications. S other systems or equipment. equal. The use of running threads will not be permitted. DRAWN RR/KG CWA OF_. CHECKED 8wtrtdMn4q Wrw9 stda DRAWING No. RR � cn ei' . e4a-aT�a 2084 P:�05_1923�E3.l.dwg, 10/5/2006 2:17:36 PM PROJECT Sheet No. 20 of 32