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HomeMy WebLinkAboutR_5690_S1 . 2. 3. 4. 5. GENERAL NOTES: THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS. STATIONING REFERS TO CENTERLINE OF STREET. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF HE NEW FACILITIES. CURB DATA REFERS TO FACE OF CURB. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND . DRIVEWAYS. . 7. THE CONTRACTOR SHALL REQUEST INSl;,ECTION FROM THE PUBLIC WORKS AND UTILITIES DEPARTMENTS 48 HOURS IN ADVANCE 'OF PERFORMING ANY WORK (644-3311 AND 644-3011). THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE, GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION. 8. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OF EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO 8 ABOVE FROM CAL/OSHA. 10. ALL STORM DRAIN, SEWER ,WATER AND STREET LIGHT PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 12. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 13. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. PRIVATE ENGINEER'S NOTICE TO CONTIRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAllABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NOT EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PlANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PlACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF lABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RElATIONS;S "CONSTRUCTION SAFETY ORDERs". THE CML ENGINEERING SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPUANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF lABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS; "CONSTRUCTION SAFETY ORDERS." CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, CllY OF NEWPORT BEACH AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI, PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. .• PUBLIC WORKS DEPARTMENT •· ' CIOSA IMPROVEMENTS JAMBOREE RD. STREET LIGHT & SIDEWALK CONSTRUCTION SAN JOAQUIN HILLS RD. & RD. SIDEWALK CONSTRUCTION FROM STA 44+92 TO SAN JOAQUIN HILLS FROM JAMBOREE 1. 2. 3. 4. 5. 6. 7. 8. PUBLIC WORKS DIRECTOR STREET LIGHT NOTES: ALL PULL BOXES TO BE EISEL ENTERPRISES NO. 3-1/2(10-1/2"x17-1/2"x12") OR EQUAL W/ CONCRETE BOLT DOWN COVER MARK "STREET LIGHT' ALL CONDUIT BENDS TO BE FACTORY MADE BENDS. STREET LIGHT SYSTEM CONDUIT TO BE IN SEPARATE TRENCH 7.5" FROM CURB FACE PER CITY OF NEWPORT BEACH STD-205-L. CONTRACTOR TO MAINTAIN PROPER SEPARATION AS REQUIRED BY THE APPROPRIATE UTILITY COMPANY. CONTRACTOR RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY AND ALL INSPECTIONS. ALL WORK TO CONFORM WITH NATIONAL ELECTRICAL CODES AND THE CITY OF NEWPORT BEACH "DESIGN CRITERIA FOR PUBLIC WORKS CONSTRUCTION" GUIDELINES, AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SECIFICATIONS LATEST EDITION. ALL CONDUIT SHALL BE BURIED A MINIMUM OF 18". SEE NOTE 3 ABOVE. ALL GROUND CONDUCTORS SHALL BE MIN. #8CU-BARE SOLID GROUND SPLICED TOGETHER AT PULL BOXES AND CONNECTED TO GROUND LUG INSIDE LUMINAIRE #12-THW-CU-AWG. 9. ALL CONDUIT 1.25" PVC UNLESS OTHERWISE NOTED. GALVANIZED METAL CONDUIT SHALL NOT BE USED. 10. FUSE HOLDERS TO BE BUSSMANN TYPE HEX-AA OR EQUAL AS SHOWN ON THE TYPICAL ONE-LINE (5A IN PULL BOX). FUSES SHALL BE TYPE BAF. 11. WIRING SERVICE RUNS TO LIGHTS SHALL BE STRANDED COPPER WIRE EXCEPT GROUND #8 AWG (BARE.SOLID-CU) MINIMUM AND U.L. LISTED UNLESS OTHERWISE NOTED. CONDUCTOR PHASES SHALL BE COLOR INSULATED CODED AND LABELED. RED, BLUE, YELLOW, ORANGE, BROWN, BLACK (HOT). BARE (GROUND). 12. AFTER CABLE IS INSTALLED, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCKSEAL OR APPROVED EQUAL. WIRE FROM FUSE HOLDER TO LUMINAIRE SHALL BE #10-THWN-CU. 13. ALL LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR 240 VOLT NOMINAL. CUT-OFF TYP Ill LIGHT DISTRIBUTION, UNSHIELDED. RD. WEST 350 FEET ~\~·cl, 6, I g,~(. DATE 14. ALL LUMINAIRES SHALL BE SUPPLIED WITH A LAMP, 55 VOLT NOMINAL, ANSI DESIGNATION S55: 20,000 HOUR AVERAGE RATED LIFE, UNIVERSAL BURNING POSITION. REGULATION BALLAST (MAG-REG), POWER DOOR. 15. THE SELECTED BACKFILL MATERIAL IS TO BE COMPACTED NOT LESS THAN 90% RELATIVE COMPACTION OR BACKFILLED IN THE TRENCH AND BEDDING MATERIAL IS INSTALLED. 16. ONCE A SIDEWALK IS REMOVED IT WILL BE SAWCUT AND REPLACED TO SCORE LINES OR JOINTS. THE COLOR OF THE REPLACED SIDEWALK WILL MATCH THE ORIGINAL SIDEWALK. 17. ALL ABANDONED STREET LIGHTING FOUNDATIONS WILL BE REMOVED AND NOT REUSED EXISTING FOUNDATIONS WILL NOT BE REPLACED. 18. THE CONTRACTOR SHALL SUBMIT TO THE CITY ENGINEER "AS BUILr' PRINTS BEFORE THE CITY WILL ACCEPT THE INSTALLATION. PRINTS SHALL INDICATE IN RED ALL DEVIATIONS FROM THE CONTRACT PLANS, SUCH AS: LOCATION OF POLES, PULL BOXES AND RUNS, DEPTH OF CONDUITS, NUMBER OF CONDUCTORS AND OTHER APPURTENANT WORK. 19. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE CITY ELECTRICIAN (714) 644-3011, 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND PRIOR TO REQUIRING INSPECTION. 20. THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF NEWPORT BEACH DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR EXISTENCE OR NON- -EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 21. THE CONTRACTOR SHALL MINIMIZE THE DISTURBANCE OF EXISTING TREES AND SHRUBS DURING SERVICE POINT OR CIRCUIT TAP OCCURS. 22. ONLY ONE STREET LIGHT MAY BE DISCONNECTED AT A TIME FOR MAXIMUM OF 3 DAYS. EMERGENCY TELEPHONE NUMBERS BASIS OF BEARw\!GS BENCH MARX .• .. AGENCY BAKER i ~ ci ~ a, "' "' I :i ~'<' f;:- A0,1,MS AVE. ~rf5 ORANGE 0$' w ti CD --\----f./-~=-=-=-~-t- z 8 ('.) z !ij ~ i ti I "' LL.. 0 CITY OF COSTA MESA VICTORIA ~ < 19TH ST. I •_r-,....jlL COAST COLLEGE .,<!} ORANGE CO. "' FAIRGRONDS 0 ' a, el !a' I • j;; ~-~ .q)' VICINDTV MAP REDUCED SCALE CONSTRUCTION NOTES AND QUANTITIES NO. ITEM G) FURNISH AND INSTALL LIGHTING STANDARD TYPE IV PER THE CITY OF NEWPORT BEACH STD-203-L, WITH AN 8' MAST ARM AND 35' MOUNTING HEIGHT. LUMINAIRE SHALL BE GE 150w HPS WITH BULB INTENSITY OF 16,000 LUMENS, TYPE Ill MEDIUM DISTRIBUTION, PHOTO ELECTRIC CELL CUT-OFF (INCLUDES BALLAST LOSS) @ PROTECT EXISTING STREET LIGHT AND 3-1 /2 PULL BOX IN PLACE @ FURNISH AND INSTALL 1-1/4" PVC CONDUIT WITH 2 #S INSULATED CONNDUCTORS AND 1 #8 BARE GROUND. © FURNISH AND INSTALL 1-1/4" PVC CONDUIT W/ 2 #6 INSULATED CONDUCTORS AND 1 #6 BARE GROUND. ® FURNISH AND STD.-205-L INSTALL #3-1 /2 PULLBOX PER CITY OF NEWPORT BEACH ® FURNISH AND POINT. INSTALL A 20 AMP 2 POLE CIRCUIT BREAKER AT SERVICE 0 PROTECT IN PLACE EXISTING STREET IMPROVEMENT APPURTENANCES INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNAL BOXES, PULL BOXES, UNDERGROUND CONDUIT, SCE VAULTS AND FIRE HYDRANTS. ® REMOVE EXISTING SIDEWALK ® CONSTRUCT 12' WIDE 4" THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD DWG NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER f5' OF CLEAN SAND. @ PROTECT EXISTING CONDUIT IN PLACE AND REMOVE EXISTING WIRING. (iJJ CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER CITY OF NEWPORT BEACH STD. PLAN NO. STD-160-L. @ REMOVE EXISTING CONDUIT AND CIRCUIT © FURNISH AND INSTALL 2 #6 INSULLATED CONDUCTORS AND BARE GROUND. 1 #6 (8) CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD. PLAN NO. 181-L-A AND PER DETAIL ON SHT. 3. @ CONNECT (SPLICE PER SYD-205-L) EXISTING CONDUCTORS @ CORE DRILL SERVICE CABINET FOR 1-1/4" P.V.C. TO PULLBOX @ INSTALL REMOVABLE BOLLARD NO. 917-L & 918-L PER CITY OF NEWPORT BEACH STD PLAN SOILS ENGINEER .• .• QUANTITY 8 N/A 1600 705 17 2 N/A 19,438 25,776 260 1 125 460 I 1 1 3 ! • m CITY OF IRVINE. UNIT EA N/A LF LF EA EA N/A SF SF LF EA LF LF EA EA EA EA U.C.l. F.':OJ:ECT LOCATiO:J .. , SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY DAY l\'UY.BERS 634-3127 895-5200 611 l\.':GHT Nuv.BERS 634-3211 895-5200 611 THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.G.S. HORIZONTAL CONTROL STATION NO. 6249 BEING N 41'49'45" E PER RECORDS CURRENTILY ON FILE IN THE OFFICE HORIZONTAL CONTROL BASED UPON CALIFORNIA COORDINATIE CONTROL SYSTEM CONE VI. VERTICAL CONTROL BASED UPON BENCH MARK NO. 3N-56-77. LE1GHTON & ASSOCIATES 17781 COW AN STREET CALL TOLL FREE 1-800-422-4133 BEFORE YOU D:G CITY .. OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVSION UNDERGROUND SERVICE ALERT 644-3011 962-2411 542-6222 1-800-422-4133 644-3717 962-2411 542-3975 1-800-422-4133 OF THE ORANGE COUNTY SURVEYOR. ELEVATION ~ 117.59, ADJ. 1985 IRVINE, CA 92714 (714) 250-'1421 PREPARED FOR : CITY OF NEWPORT BEACH PREPARED BY : CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES TITLE SHEET S11"&L\'::llb'/.!Rl[i) LC>&CE:FCC, IL.I?'. RYJLW,~ f.10S COfJSUL TlfJG D L'D.1SE • DO:t!CH !CHULTZ 'I "/2 17320 Redhill Avenue. Suite 350 (714) 251-8821 UL Irvine, CA 92714 FN/.. 251-0516 l.f6.f west macafihur blvd.,/bosta mesa, caHfamia 82626 -_ __._____..___ DATE ENGINEERING SIJRVEYING R.C.E. #46214 TREVOR S. DODSON RCE NO. 42029 c:,'1-s. Dao 0 o' ;!5 ~ No. 42029 Exp. 3-31-96 CIVIL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED$~~ PUBLIC WO S DEPT. J/r/9~ DATIE NO. DATE BY APPROVED HORIZONTAL VERTICAL NONE NONE NEWPORTER NORTH JAMBOREE ROAD & SAN JOAQUIN HILLS ROAD PLAN SCALE STREET LIGHT AND SIDEWALK IMPROVEMENTS 1" = 40' TENTATIVE TRACT NO. 15011 t--+---+--f------------+-----1...,D,;;fs;,;,dG:,;,DN,,,,ED-,B,,.,.Y-I: ~2",';Rf:-X'-N-BY_,_· -I cnrv O!r 1;(Et-"J~Ol';1u mlrEA(~ R-5690-S t---+--+-----11-------------t-----1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 T.S.D. OCT. 1995 J.N.32540 /F.N.SL -01\DATE,03/D5/96 ~ 0 a 2 s~---~ 0 ,. ' ',1 0 ~ I,~--- .... G ,c,,, /JO 2 r;~---~ I ~ ~ z I 0 0 r 0 JJ 0 }.::::: 0 D < ~ < 0 ~ ~ z 0 (ij z 5 47 SCALE 1" =40' I •' -- ·-. -. - 48 I - -· .. 5 CITY OF NEWPORT BEACH DATE R.C.E. # 46214 . -- 5 \ 50 I PREPARED BY : 51 I 5 G) .. _,. 52 I 5 CONSTRUCTION NOTES: 5 . __ ,, ... 53 -· ' • FURNISH AND INSTALL LIGHTING STANDARD TYPE IV PER THE CITY OF NEWPORT BEACH STD-203-L, WITH AN 8' MAST ARM AND 35' MOUNTING HEIGHT. LUMINAIRE SHALL BE GE 150w HPS WITH BULB INTENSITY OF 16,000 LUMENS, TYPE Ill MEDIUM DISTRIBUTION, PHOTO ELECTRIC CELL CUT-OFF (INCLUDES BALLAST LOSS) @ PROTECT EXISTING STREET LIGHT AND 3-1 /2 PULL BOX IN PLACE FURNISH AND INSTALL 1-1/4" PVC CONDUIT WITH 2 #8 INSULATED CONNDUCTORS AND 1 #8 BARE GROUND. REMOVE ABANDONED CONDUITS FROM PULLBOX. @ FURNISH AND INSTALL #3-1 /2 PULLBOX PER CITY OF NEWPORT BEACH STD.-205-L ® CD ® ® FURNISH AND INSTALL A 20 AMP 2 POLE CIRCUIT BREAKER AT SERVICE POINT. PROTECT IN PLACE EXISTING STREET IMPROVEMENT APPURTENANCES INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNAL BOXES, PULL BOXES, UNDERGROUND CONDUIT, SCE VAULTS AND FIRE HYDRANTS. REMOVE EXISTING SIDEWALK -· CONSTRUCT 12' WIDE 4" THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD DWG NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER 6' OF CLEAN SAND. @ REMOVE EXISTING CONDUIT AND CIRCUIT . @ CONNECT (SPLICE PER STD-205-L) EXISTING CONDUCTORS . NOTE: CITY OF NEWPORT BEACH RVJ;_W,~f.70$ COfJSUL TlfJG D L~%! • CO:OCH • talULTZ 'j V /2 17320 Redhill Avenue, Suite 350 (714) 251-8821 UL Irvine, CA 92714 FAX 251-0516 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. PLAHN!~IG ENGINtErnNG ~- TREVOR S. DODSON RCE NO. 42029 APPROVED £,/~,,_,?,c:- PUBLIC RKS DEPT. 5 5 55 -·-----I .. CONDUIT INSTALLATION WITHIN JAMBOREE ROAD MUST BE JACKED OR BORED D LEGEND: PROPOSED STREET LIGHT EXISTING STREET LIGHT PROPOSED NO. 3-1 /2 PULLBOX EXISTING PULLBOX EXISTING SERVICE CABINET 156 r· ' EXISTING SOUTHERN CALIFORNIA EDfSON VAULT PROPOSED LIGHTING CONDUIT -------E--------EXISTING LIGHTING OR SIGNAL CONDUIT REVISIONS 5 NO. DATE BY APPROVED . <( 1- 57 I-LL.I (/) LL.I :::c LL.I V) z -LL.I ,..J LL.I :::c V) (.J I-<( ---:::!: "STREET LIGHT HIGH VOLTAGr 3 SECTION A-A EISEL ENTERPRISES NO. 3-1/2 \ PULL BOX OR EQUAL MARKED ,.--L---'-++1-----, . ' i;i :!::i ...., + -I 0 I 0 . 0 0 1-1/4"• PVC CONDUIT~ r1-==1===~!": ! ~~iit~E~ E--==-~==:-E-:l:±-Ec:..:3:::a o:==!=1==E=====E==~=ii T1 1 1 At---l'-l ________ ~/ 11 A L..>."',:::::::::::::::::.,.-~-1-1-' CURB FACE TYPICAL PULL BOX REQUIRED AT .EACH LIGHT STANDARD SECTION A-A REMOVE EXISTING STUB AND INSTALL PROPOSED CONDUIT \__ 1-1/4" PROPOSED CONDUIT JOIN EXISTING PULLBOX TO STUB DETAIL PROFILE SCALES HORIZONTAL 1" = 40' PLAN SCALIE 1· = 40' PLAN FOR THE STREET LIGHTING AND SIDEWALK RECONSTRUCTION FOR JAMBOREE ROAD STA. 3'7+07.00 TO 57+00.00 i----+---+-+------'-------_.----t-Dc--'-f"".~G"'--DN=ED~sY_, +-'~=:t"-,.w'--N-s_Y,---1 cmrv o:;:: li\.f]'t"J'l,o)O~'iT ffii!EACIXI R-ss9o-s 1--+---+-+-------------1------1 CHECKED BY: DATE T.S.D. • AUGUST. 1995 PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 J.N.3 2540 /F.N.SL -02/DATE:03 /05 /96 I I 7 C < DJ rti ::0 0 '' )>. < < .c'. ul .c'. C < [Li n1 ::0 0 ]J B > '--. z ul 1. 2. 3. . ' . . . . R/W 0.5' RETAINING CURB . . 12.0' 5.0' 7.0' ROUNDED EDGE ·.. . ··----~., '•, "·"•-' -' '···--~:~-,,.<: ·---.. ....... ,, '···<~2 -->-.. :w ,'·-. : ..... ,"'·~ .. ...,, ~;,--··/ '•\. ,_ _ ... --;;::..,,.0//'I< F\11\/RE PARKWAJ) CULVERT I &"" 17 SEE DETAJL B AT RIGHT 4'~ FOR BOUAAD LOCATION ~~ /,,i, ~B ~- q>iS'cf ~ fe '<' 11 ..,..,, PROPOSED 1-1/4" PVC W/ 2 #8 INSULATED CONDUCTORS 2 #6 INSULATED CONDUCTORS AND 1 #6 BARE GROUND . ' SCALE 1" =40' 1 5 • 1 5 • 1 5 • 1 5 • I TOP OF X . . TOP OF X ACCES~ RAMP @ SECTION A ,i:\ --NlS-=---0,; PROPOSED 1-1/4" PVC W/ NEW CONDUCTORS , WITH A Sfl..iC =---~_.,_, SEE EXISTNG EDISON VAULT 17 12' 0 0 . 0 0~ + r-,. . IO 0 z . I I ~ I-57 (/) L,J ------------1..,J L,J :I: z(/) 58+10.31 / / ::J L,J L,J :I: (/) CJ l JAMBOREE ROAD = 10+00.00 l SANTA BARBARA DRIVE p L H & ASSOCIATES INC. ELECTRICAL ENGINEERING 16 T""'"""°'1l' M. Suto 132 .-.;...., Cd~omio 92711 {7H) 727---0620 DI (714) 727--0733 '< :::. ADD 6 NEW STREET LIGHTS @ 200 W. EA. (INCLUDES Bi\LLAST LOSS) 6 x 200 = 1200 W. @ 240 V. W = 5 AMPS 5 AMPS @ 1060' RUN; USE 3 #8 AWG CU. FOR A 2.8% V.D. USE NEW CIRCUIT FROM EXISTING SERVICE CABINET LOCATED ON JAMBOREE RD. DO NOT CONNECT TO EXIST. LTG. CIRCUIT. PROVIDE NEW 20A. 2P C.B. @ SERVICE POINT. ADD 4 NEW STREET LIGHTS @ NORTH SIDE OF JAMBOREE AND DISCONNECT 4 EXIST. STREET LIGITTS ON SOUTH SIDE OF JAMBOREE FROM EXIST. TRAFFIC SIGNAL SERVICE POINT. RECONNECT EXIST. STREET LIGHTS TO EXIST. S.C.E. SERVICE POINT ON SAN JOAQUIN HILL~ RD. .• -58 --1--· ---· <( a:: <( ID a:: w <( >! ID -• a:: <(Cl f-z <( (/) . INTERSECTION LIGHTING DONE FROM SIGNALIZATION PLAN BY VANDELL & ASSOCIATES. SEE "PROJECT PLANS FOR CONSTRUCTION ON JAMB0REEE ROAD AT SANTA BARBARA DRIVE STA 53+ 19.94 TO STA 61+92.00" CONDUIT IS SHOWN TO BE ' INSTALLED ON VANDELLS PLAN. 2 #8 INSULATED CONDUCTORS AND 1 #8 BARE GROUND (/) ll< (/) ~:3 0 c.. 5 4 ...--PROPOSED 1-1/4" PVC W/ 2 #6 INSULATED CONDUCTORS AND 1 #6 BARE GROUND PROPOSED 3-1/2 PULLBOX DETAIL A NTS 9 "' 00 + N "' 5 X 0 O'.l --' --' ::, c.. ;a: L,.J z 13 10 5 F\11\/RE PARKWAY CULVERT 4 \ >-:,: <.!) :::, "' >-(/) 00 O'.l :.., 0 + >---' :,: L,.J 0 X 0 -----------+i§-=EX"'ISccll.::.NccG_1'-'0'--' -"S"'ID::EW.::.i\L::K.;_ __ -t-8-------------<O <.!) 0 .,..; --'~ "' t;:; > + -L,.J L,.J "' ll< L,.J >-(/) (/) -1?9 ____ _ 62 -------------j-- JAMBOREE (D .,., --' 00 --' + ::, "' c.. <D ;a: 4 L,.J z --' HIGH PRESSURE ·-·; --• • GAS MAIN ---- ROAD 64 I·--. - O'.l "' --' 00 --' + ::, -a-c.. <O ;a: L,.J 4 z ', -_,_ 4 "' t;:; 00 + L,.J "' ll< <O t;; ;a: L,.J z THIS INSTALLATION MUST BE JACKED OR BORED. ,./ • 14 > ",' .,-; ;-' } DISCONNECTION OF STREET LIGHT CIRCUIT FROM THE EXISTING TRAFFIC SIGNAL SYSTEM TO BE DONE BY THE CITY OF NEWPORT BEACH. -------·--------·------···-----CONSTRUCTION NOTES:-_ _ _________ -_-__ -_-_·-_-----_-_-__ -_--------·----------_---_-_-_-_-_··------·- G) FURNISH AND INSTALL LIGHTING STANDARD TYPE IV PER THE CITY OF NEWPORT BEACH STD-203-L, WITH AN 8' MAST ARM AND 35' MOUNTING HEIGHT. LUMINAIRE SHALL BE GE 150w HPS WITH BULB INTENSITY OF 16,000 LUMENS, TYPE 111 MEDIUM DISTRIBUTION, PHOTO ELECTRIC CELL CUT OFF (INCLUDES BALLAST LOSS) USE GALVANIZED ANCHOR BOLTS. (p PROTECT EXISTING STREET LIGHT AND 3-1/2 PULL BOX IN PLACE @ FURNISH AND INSTALL 1-1/4' PVC CONDUIT W/ 2 #8 INSULATED CONDUCTORS AND 1 #8 BARE GROUND. RENOVE ABANDONED CONDUITS FROM PULLBOX. G)_. FURNISH AND INSTALL 1-1/4' PVC CONDUIT W/ 2 #8 INSULATED CO.NDUCTORS AND 1 #8 BARE GROUND. • @ FURNISH AND INSTALL #3-1 /2 PULLBOX PER CITY OF NEWPORT BEACH STD.-205-L FURNISH AND INSTALL A 20 AMP 2 POLE CIRCUIT BREAKER AT SERVICE POINT. PROTECT IN PLACE-EXISTING STREET IMPROVEMENT APPURTENANCES INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNAL BOXES, PULL BOXES, UNDERGROUND CONDUIT, SCE VAULTS AND FIRE HYDRANTS. @ REMOVE EXISTING SIDEWALK _ .. _______ .. ,,.,._....... . --•w,--•--•-• ® CONSTRUCT 12' WIDE 4' THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD DWG NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER 6" OF CLEAN SAND. @ PROTECT EXISTING CONDUIT IN PLACE AND REMOVE EXISTING WIRING. (jJ) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH T/PE I PER CITY OF NEWPORT BEACH STD. PLAN NO. STD-160-L. FURNISH AND INSTALL 2 #6 INSULLATED CO_t-lDUCTORS AND 1 #6 BARE GROUND CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD. PLAN NO. 181-L-A AND DETAIL HEREON. • @ CORE DRILL SERVICE CABINET FOR 1-1/4" P.V.C. TO PULL BOX z g/ -u a, ... c:: + r co r "' CD 0 X 5 @ INSTALL REMOVABLE BOLLARD PER CITY OF NEWPORT BEACH STD PLAN NO. 917-L & 918-L D ~ LEGEND: PROPOSED STREET LIGHT EXISTING STREET LIGHT PROPOSED NO. 3-1 /2 PULLB0X EXISTING PULLBOX EXISTING SERVICE CABINET EXISTING SOUTHERN CALIFORNIA EDISON VAULT PROPOSED LIGHTING CONDUIT EXISTING LIG-HTING OR SIGNi\L CONDUIT .• . 4' 4' DETAIL B NTS \ -------' • . ---. I CITY OF NEWPORT BEACH PREPARED BY : CITY OF NEWPORT BEACH REVISIONS PROFlLIE SCALES PLAN FOR THE STREET LIGHTING AND SIDEWALK RECONSTRUCTION DISCONNECT AND REMOVE EXIST. WIRES NOW SERVING THE 4 EXIST. STREET LIGHTS AND REFEED WITH THREE #6 AWG CU. WIRES. 8 FIXTS. @ 200 W. EA. = 1600 W. @ 240 V. 1¢ = 6.6 AMPS 6.6 AMPS @ 1180' RUN; USE 3 #6 AWG CU. FOR A 2.5% V.D. USE .NEW CIRCUIT FROM EXISTING SERVICE CABINET LOCATED ON SAN JOAQUIN HILLS RD. CONNECT ALL 8 STREET LIGHTS TO THIS NEW CIRCUIT. PROVIDE NEW 20A: 2P C.B. @ SERVICE POINT. APPROVED: /) '«i$) U1l DATE R.C.E. # 46214 R'{17@,~ l.7 0 S C O !:. UL T 1.,:.ut':,_ 'I I/ Ii D ~= Re<lhm A"""'· s,11, 350 (714) 251-8821 UL Irvine, CA 92714 FAX 251-0516 r::l-s. Doo 0 o' /!i ~ No. 42029 PWINOIG d. . ~-&!- D:GIHEER!t.:G SURVEYltJG Exp. 3-31-96 • C/V\l TREVOR S. DODSON RCE NO. 42029 1------------------------l NO DATE THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. BY APPROVED HORIZONTAL • 1" = 40' PLAN SCALIE 1" ;:: 40' JAMBOREE ROAD STA. 57+00.00 TO 67+63.14 SAN JOAQUIN. HILLS ROAD STA. 57+00.00 TO 17+00.00 l--+---1--1----------+----~D,'-'~:=t~=NE=D~B.,-,-Y:~~~C,"R.w=-·N_B_Y_: --1 (Wii'V OU: li{E\i"JIPO~Y ~!EAC~ R-5690.,.. s 1----1---1----,1---------------1-------1 CHECKED BY: DATE : R.C. AUGUST 1995 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 J.N.32540/F.N.SL -03/0ATE:03/06/96 I I I D 8 D ~ D 0 ' z C ' ~ z !" n D C ~ 0 ~ / C GJ r:1 :0 ~~---~ ~ ~ z 0 r □ n 0 ~ " □ E 0 z i I / .c:. G1 z C 0 JJ :P: < < z Gl z C -, S, II) m JJ