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HomeMy WebLinkAboutR_6097_S7 -3 ' UPPER NEWPORT BAY .--...... CITY OF IRVINE UN\\JERS\1Y PRo.ECT LOCATION NEWPORT CENTER BALIBOA :s7 c==:> PROJECT LOCATION VICINITY M'AP NOT TO SCALE SY~BOL ABB.REVIATIONS (IN ADJill·TIQN TO GREiENBOOK SECTION 1-3.2) o--Q EXISTING STREIT LIGHT -0 PROPOSED STREET LIGHT D EXISTING SlREET LICHT LUliflNAIRE Ja PROPOSED STREIT LIGHT LUMINAIRE CJ EXISTING PULL BOX Cl PROPOSED PULL BOX (SP) EXISTING SOWie( POINT ~-@ PROPOSED SERVICE POINT -----EXI.Sl!NG CONBUIT ---PROPOSED CONDUIT 0 TREE/Sl;JRUB ELECTRIC LINE GAS LINE W~TER LINE AT&T LINE SEWER LINE STORM DRAIN CABLE TV TIME WARNER CAW.£ UNE AC CATV { CNB DRWY EXIST FO G LT MAX MIN NTS NO PROP PB RT RIV s SD St.lH SW SC[ T T&B w ASPHALT CON©RETE CAB!£ TV CElHERUNE CiY Of NEWPORT BEACH DRI\IEWAY EXISTING FIBER OPTIC GAS LEFT MAXIUUM MINIMUM NOT TO SCALE NUMBER PROPOSED PULL BOX RIGHT RIGHT-OF-WAY SEV,£R STORM DRAIN SE~ MANHOl£ SIOE:WM.K SOUTHERN CALIFORNIA EDISON TELEPHONE lHOMAS & BETTS \\£ST /WA lER EMERGENCY TELEPHONE NUM'IBERS AGENCY CITY OF NEWPORT BEACH SOUTHffiN CAUFORNfA GAS COMPANY SOUTHERN CAIJF'ORNIA EDISON COMPANY AT&T ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE IRVINE RANCH WATER DISTmCT UNDERG'ROUND SlrlRVICE ALERT UTILITIES CNB DAY (949) 644--3011 (714) 634-3267 (714) 895-0363 ~ 714~ 669-2289. OR 611 714 593-1333 714 903-'8337 (949) 453-5456 ceoo) 422-4133 (949) 718-3431 A filN'll ON All • titillties shown on this plan or-e based on available records. It shaU be the sole responsibility of the co,itmctor to verify all e~isting, utilities by contocting u:tility agencies and to avoid damaging existing utilities dur1ng excavotion, FOR UNDERGROUND $11:,RVIOE ALERT CALL: 1-800-227-2600 NIGHT (949} 644-3717 ( 949) 634-3129 (800) 325-0477 N/A (949) 962-2411 N/A N/A N/A (949) 355-9042 CONTACT MARK \IUKOJEVIC DAVE BALDW1N TIM MCGINNIS CRAIG AKIN LYNN ELLIOT JOE BARRIOS N/A N/A DAVE ICHIKAWA P;.:U· .. B,·. ·L···,·•' l••.C .. w• .. '.'·o. ,-'• s o········.·.E-1 ·P--,..A''·Rl-,'T'·•''M" .· .. iE-N··· ···T·· .. •, , ' c,_ ; ' '. _ : , ' , •_,' ) •, :,,, J [ \ ', , • , : • ' i :_ : ' _ _ : • NEWPd·RT BEACH FY 2019--2020 , \ \' \' , , i. \ \ I STREETLIGHT ~~'-:~ENT PROJECT P·ROJE • C ' ... ·.•TRA - ;NO. 2:0V02 NO. C-76'.61-2 9A TE: / ' • _:J~ _·:::,,. ./ ,'. <. .. __ ~,"'~·" ~c9~1· ,~-~-· ~ ,,: •; :~::,;~, . l -,· .-·· , .• , , :r ~~ .• , • / , {,Ji,· /1'1, •. •Vi<:, , ,I . i!f;. ·. I • /. i ,., , /)-,::;: 7 Jr ., ; ; 'ill' . )",,, ' _,~/,' .... , ' • --:,' ' ' . // ' ->· /~:---' /.4.J _,_,,__ ·-.~ • ::::. II ffe i; , • .. , ., ·d.: .CY ,I_ , , .. ~· // /'-":-____ ...... -.._ . ~ ·-1 _______ -----_f J<>-·-.,.-:-,,_l_ -~i-·-, I 1 -• -;,;u;pp,"~~ -• 'j f, . " '-"' J , •• / b ' -~~ • 4 l; C ,", ::>= ' --,i_t f/ , • I [l -,_ = ,,,/:,';,,:~~c:~'tc-~ :'/:: / ~--• ; • ;/ j '. ' ,.·:::-.. ~~ I .\ -·~, ·---. \\ HIEET INDEX MAP . NOT TO SCALE I ./ J i / i PLANS PREPARED BY: • APPROVAL RtCOMMENOED: .:JMD PIANNING I ENGJNEER!IIIG I MANAGEMENT 18645 East Gal•A\'eflll&, Sl..h212 Cityd'lr.Su$ilf)1, CA 91748 APPROVAL REOOMMt'NOED: t~~C,P;- UllUTIES DEPARlMENT DA1£: 7 -'2 /• 2i}Z,O GENERAL NOTES 1. ALL WORK NECESSARY f'OR THE COMPLETION OF ffllS CONTRACT SHALL BE DONE IN ACCORDANCE WliH THIISE f'R@V!Sl©NS; THE PROdECT PLANS, INCLUDING Oli:TAIL SHEET; THE CIT'i"S STANDARD SPECIAL PROVISl©NS (2004 ElllTIGN), INCllUDlNG SYPPLEMENTS; STANDARD SPEClf'ICATIONS FOR Pl!'IBILIC WORKS CONS)JRUCTION (2015 EOl'flON), INCLUDING SlJPPLEMENTS; AND CALTRANS STANl!lARO SP,EOIF'ICA110NS (LATEST EDITION). 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDJllON OF THE NA'llONAL ELECTRICAL CODE, ALL STATE AND LOCAL COOES. 3. ALL CONDUITS, UNLESS O"!HERWISE Sl'IOWN, SHALL BE LOCATED IN ACCORIDANCE WITH CITY STANDARD PLAN STD-10-1-L OONDUITS SHALL BE INSTAU.Ell BY BORING MElHODS AS APPROVED BY THE ENGINE!ER. 4. SPLICES SHALL BE MADE IN PULL BOXES BY MU.NS OF END-TO-END CRIMP T'i'PE CONNECTORS PER sro-202-1.. SID-203-L. AND T&:B STA-KON C-TAP, 20-8 OR PRE-APPROVED EQUAL. AS SHOWN ON DETAIL SHEET. MULTIPLE W1RE SPLICES SHALL CONF'ORM TO T&:B MF SPE©IFICAl'lONS. 5, CONDUIT ENDS SHALL BE SEALED WITH OUCTSEAL OR PRE-APPROVED EQUAL 6. PULL BOXES SHM.l BE r-10. 3½F (EISEL) UNLESS OTHERWISE NOTED. INSTALLATION OF PULL BOlC AS RE£lYIRill PER ST0-202-L AS SHOWN ON DETAIL SHEET. PULL BOXES SHALL BE INSTALLED NO MOR£ THAN 180' APART, ANO Bros SHALL INCORPORA'lt THIS MINIMUM STANDARD. 7. EXISTING FOUNDATIONS TO BE REUSED SMALL HAVE: ENl'IRE GROUT CAP REMOVED, AND FOUNJ:lAllON CHIPPED OR CORE DRlLLEO FOR NEW 1• PVC CONDUIT FROM ADJACENT PULL BOX TO POLE &ASE, BACl<FIJJ.ED W/ CONCREl'E CEMENT, NEW GROUT INSTALLED, AND SURFACE RESTORED TO MATCl'I A0JACENT AREA. IF ANCHOR BOLTS ARE BAD, EPOXY NEW ANCHOR BOLTS USING HlL11 HY-150>-2©0 EP·OXY WITH 1• GALVANIZED ALL l'HREAO. 8. EXISTING SIGN(S) SHALL BE RELOCATED FTlOM EXISTING S'TREET UGHT STANDARDS TO NEW STREET LIGHT STANDARDS €!1R POSTS, UN.LlESS OTh'IERWISE NOltD, USlN.G NEW CITY APPROVED STAINLESS STEEL BANDS ANO OOUPUNGS, AS D'IRECTEO BY THE ENGINEER. IF NECESSAR'i', TEMPORARY STREET NAME SIGNS ARE TO BE PROVIDED AND INSTALLED BY THE CONTRAdTOR. 9. PROTECT EXISTING SURVEY MARKERS IN PLACE. 10. WHERE SIDEWALK REPAIR IS REQUIRED RE:SUlTING FROM CONTRACTOR'S OPERATIONS FOR LIGHTING WORK INCLUDING UTILITY POlHOLING AND BORING PITS, THE ENTIRE PANEL (TO NEAREST JOINT) or SlllEWALK SHALL BE REPLACIID AND THE OOST FOR SUCH WORK SHALL BE INCLUDED IN THE BI.D PRICES FOR LIGHTING WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED il'IERFSOR NO SID'f'.WALK PANEL REPLACEMENT SHALL BE SMALLER THAN 5 FEET WIDE. 11. ALL NECESSARY PAVING REPAIRS TO RE:STORE SURf'AOES TO MATCH ADJACE:NT AREAS SHALL BE INCLUDED IN THE BID PRl©ES FOR LIGHTING WORK ANO NO ADDlTIONAL COMPENSATION WILL BE ALLOWE:O ™EREFOR. 1Tl£NC1<1£S R!:SULTING IN PAVEMENT WIDTH OF 5' OR LESS SHALL BE REMOVED 10 EDGE OF GUTTER OR PAVEMENT JOINT. All. TRENCH PATCHING SHALL 8£ ACCm!PUSHEO 'MllilN EACH Sffifi:T/SJDEWALK WITHIN 5 DAY'S OF COMPLETION OF WORK WITHIN ll-!AT SlREET/SlDEWALK. TRENCHING SHALL ONLY BE ALLOW1£0 IF APPROVED BY THE ENGINEER, 12, ALL EXISTING SUBSTRUCTURES SHOWN ON PLANS ARE BASE:D ON AVAILABLE RECORDS. IT IS THE CONTRACTOR'S RESPONSIBJUTY TO CONTACT UNDERGROUND SERVICE ALERT FOR ACCURACY AND COMPLETENESS OF ALL SUBSlRUC1\JRES. 13. ALL NEW STRID UGl'IT POl:£8 SMALL INCLUDE STAINLESS TAMP£R RESISTANT SCREWS, LIBERALLY , ' COATED WITH ANTI-SIEZ£ COMPOUND, 14. CIRCUIT • A" CONDUCTORS SHALL BE BLUE ANO LT. RED CIRCUIT "B" CONDUCTORS SMALi. BE BLACK ANO RED ClRCIJIT •c• CONDIJCTORS SHALL BE BROWN ANO LT. RED CIRCUIT •o• CONIJUCTORS SHALL BE BWE ANO YELLOW CIRCUIT •t• CONDUCTORS SMALL BE BROWN ANO LT, BLUE CIRCUIT "F" CONOUC'tORS SWALL BE BLACK ANO YELLOW CIRCUIT "G" CONDUCTORS SHALL SE BLUE ANO RED CIRCUIT "H" CONDUCT'ORS SHALL BE BLACK AND BLUE CIRCUIT "I " CONDUCTORS SH'AU. BE BROWN ANJ:> BLACK OlRC\JIT • J" CONDUCTORS SHALL BE BROWN AND RED 15. CONTRACTOR MAINTENANCE OF CIRCUITS -UPON COMMENCEMENT OF WORK, CONTRACTOR SHALL MAINTAIN EXISllNG CIRCUITS AND Si'iAlL REPAIR/REPLACE ANY DAMAGED EQUIPMENT W11'HIN 24 HOURS. INCLUDING THE REMOVAL ANO REPLACKMENT OF CIRCUIT DISCONNECT, 16. CONTRACTOR SHALL SUBMIT AND COMPLY WITH A "SCHEDULE OF WORK" PLAN INDICATING THE WORK SCHEDULE AND LOCATIONS CF WORK FOR THE ENTIRE PROJECT. ANY REVISIOI\IS TO THE SCHEDULE SHALL BE SUBMtTTrn TO THE ENGINEER FOR APPROVAL 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 17. ALI. EXISTING POLES AND EQUlPMENT SHOWN ON PLANS FOR REUSE SHALL BE PROTECTEO IN PLACE OR AS DIRECTED BY l'HE ENGINEER. 18. CONTRACTOR'S STAFF" SHAh.L HAVE A VAi.iD "cALIFORNIA ELEC1RIOIAN CERilFICATION" IN POSSESSION AT ALL TIMES AT THE PROJECT SITE. 19. ALL EXISTING CURBS, LANDSCAPING AND IRRIGATION SHAW. BE PROTECTED IN PLACE. ANY WORK WHICH AFFECTS THESE llEMS SHALL BE REPLACED PER CITY REQUIREMENTS. 20. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHAU HAVE ALL MATERIAL SUBMJTTALS ACCEPTED ANO APPROVED BY THE ENGINEER. 21. PROTECT ALL TREES IN Pl.ACE PER CITY"S 1REE PROTECTION ZONE GUIDELINES, UNLESS OTHERWISE N:OTEO, FOR l'RIMMlNG OR REMOVING. 22. CONlRACTOR SHALL COMPLETE NEW SERVICE INSTALLATIONS PRIOR TO COMMENCING OTI-fE:R ITEMS OF WORK. 23. ALL SALVAGEABLE filClRICAl EQUIPMfl:NT, UIMINAIRES, POLES, WIRE. PANELS SHALL REMAIN AS CllY OF NEWPORT BIEACl'I PRGJP:ERTY AND DW\llf:R6'.D TO 11'1E UTILITIES YARD (949 W. 16TH STREET). ANY UNWANTED lltMS SHALL BE HAULED AWAY BY CONTRACTOR, 24, CONTRACTOR SHALL INSTALL 1/4-20X1 l6 BH PENTA-PLUS M/S SS(9012584){780t650) E a, :.QJ ,,.., '~ LOCKS ON ALL STREElllGHT HAND HOLES. AiL FASTENERS SHALL BE COATED WITH AN'll-SEIZE - COMPOUND. ], ::, 25. ALL NEW PULL BOXES SliAlL BE TAMPER-PROOF Y.f1'H STAINLESS STEEL LOCKING BOLTS/NUTS. " LOCK NUTS SHALL BE 3/18-16 PENTA NUT 316SS. ALL FASTENERS SHALL BE COATED W1ifH " 1---· ,..,,..,!! • .,.NJJ.., __ l'i .. E.,.l~.,.:_-QOM .. ::,.._P_.Q.,.·1.l.,.1'!,..Q-_.., .. ,-,.,., ... ,, ... --.. --..,,.,., -.... --_.-,,..,-... --... -----------■------■■ii:~ "' I 1 TITLE SHEET 2 CONSTRUCTION NOTES 3-15 STREET LIGHTING PLANS 16 DETAIL SHEET -.. - • APPROVAL REOOMMENDl1!): SHEIETtNDEX . a, C-7661-2 o -·-., e · ' .ct) TITLE SHEET • 8 0 , FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT • i ll'IOMAS M. SAND · R, PL ASSISTANT CITY ENGINEER IEASTBLUFF c,; 'T,"" 0 , "' f--------------------------·, .. --... ,-, -'"""ii./ R.16097-•S .•~ .. ,,,, -,, Q ;N SHKET 1 OF 16 .--:: ,, , ,1,a CITY OF NEWPORT BEACH PUl3LIC WORKS DEPARTMENT CONSTRUCTION NOTES LEGEND 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET 2 CONSTRUCTION NOTES CIRCUIT DIAGRAM 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". 0--REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK BOW, 12746 LUMEN, 240 VOLT LED LUMINAIRE (GCM1-60J-MV-40K-2R-GY-125). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0---REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD {AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0--REPLACE AND INSTALL NEW TYPE IV (27'-9") STANDARD (AMERON CAT. NO. 1-J3-28-J8) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK BOW, 12,746 LUMEN, 240 VOLT LED LUMINAIRE (GCM1-60J-MV-40K-2R-GY-125). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON EXISTING FOUNDATION PER DETAIL "E". ©-INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL 4-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. 0--INSTALL 6-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). ©-REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WITH PULLROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWN ON DETAIL "A". COORDINATE CONNECTION AND CORE DRILLING WITH SCE PLANNER. @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-REMOVE EXISTING SERIES CONDUCTORS. @-REMOVE AND SALVAGE EXISTING SERIES SERVICE DISCONNECT COMPLETELY. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-TRIM GRASS, BRUSH, AND/OR TREE. @-INSTALL 1-1/4" SCH 40 CONDUIT. @-PROTECT IN PLACE. @-RESET EXISTING STREET LIGHT STANDARD ON EXISTING FOUNDATION TO GRADE AND CUT OFF EXPOSED ANCHOR BOLTS. RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "c", AND DETAIL "F". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-REPAIR CRACK ON POLE WITH EPOXY. (§)-ADD HOUSE SHIELD ON LUMINAIRE. @-ADD 360' SHIELD ON LUMINAIRE. @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL ·e·, DETAIL ·c·, AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-PRUNE/REMOVE EXISTING TREE ROOTS THAT INTERFERE WITH WORK. CONTACT CITY ARBORIST PRIOR TO ANY EXCAVATION WORK. @-RESTORE DECORATIVE PARKWAY AND LANDSCAPING. @-REPLACE HAND HOLE COVER. ~-LIGHTING CIRCUIT NUMBER ~ CONSlRUCTION NOTE NUMBER 1 LIGHTING CIRCUIT DESIGNATION ~----ADDITIONAL/CONSlRUCTION NOTE SL#### :>-----Q --0 D c::::J SlREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE crrYs DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. -----EXISTING CONDUIT TO REMAIN. - - -PROPOSED CONDUIT. EXISTING lREE/SHRUB. ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utilities during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 CIRCUIT 30 W A 8 B 24 C - --T T . . . . D 23 . . . l . . . . E 21 . . . . F 23 G 21 H 20 I 18 J 21 K 11 . . TOTAL 190 . . . . . . 2418 (30W) 2419 (30W) 2420 (30W) 2422 (30W) 2423 (30W) 2424 (30W) 0 2413 (30W) ~ 2426 l)<Q SERVICE CABINET #1 (30W) A6 ot?o 2627 (SL) VISTA DEL ORO 2427 (30W) .......,... ..... AS 2428 (30W) 10 2411 (30W) 89 2410 (30W) VISTA D[L ORO 2404 (30W) 2405 (30W) 2403 (30W) 2194 (BOW) 1 A3 2430 (30W) 2212 (30W)O 80 W TOTAL -8 -24 13 13 . . . . . . . . . . . F -23 T T T T . . . . -~ -21 . . . . . -23 -21 1 21 -18 -21 -11 ~ ' . 14 204 PLANS PREPARED BY: ::JMD PLANNING I ENGINEERING I MANAGEMENT .AJANM.~c2 DATE A2 2431 (30W) A1 2432 (30W) 2245 (30W) 2246 (30W) 2247 (30W) 12 2248 (30W) 2249 (30W) 2250 (30W) ...l.,.~2254 'S:' (30W) ~ 225 (30W 225 B[ F8 LL!S STR[[T 2251 (30W) AL[PPo STR[[T 230s 2306 ( 30W) J1 ( 3ow) 2307 (30W) J2 ,-:. w w 2270 (30W) 2299 2296 (30W) (30W) H1 2295 (30W) 2298 (30W) 2237 (30W) 2308 (30W) fE J3 (/) 2331 ° srRctr (30W ~.....,,....._ <( 2309 (30W) ;;i a::: 2310 (30W) <( J5 2311 (30W) J6 2313 (30W) 2314 (30W) 2315 (30W) 1-w w 0::: 1-(/) <( 2316 ( 30W) ::J <( 0::: 2317 (30W) <( 2318 (30W) RE\IIE'IED: ,_ Lu Lu 2303 fE (30W) 12 (/) 2304 (/) (30W) 11 ~ ~ 233 (30 <( 232 (30 > 65 2323 J19 0::: (30W) i <( _J 2322 <( (30W) J18 PETER TAUSCHER, P.E. SENIOR CI\IIL ENGINEER DESIGNED: DRAWN: & GA GA CHECKED: DATE: NO. SI 05 05 2020 333 (30W) W) R PL 117 2328 ( 30W) ALMOND PL SERVICE CABINET #4 2232 (SL) ALTA VISTA 2326 (30W) NOT TO SCALE 11/1/2021 AS-BUILT DATE DESCRIPTION OF REVISIONS ,o 2369 -5, 30W 0 2235 24(30W) 2278 (30W) 2234 (30W) 2279 (30W) 1 2204 (BOW) 2203 (BOW) 2202 Uff ORI\/E 2201 (BOW) EASiBL 2200 (BOW) 2198 2199 (BOW) -;;:..:.;1/..._,, 2197 (BOW) (BOW) C6 (BOW) 2191 (30W) 21 2219 (30W) 2222 (30W) 2170 (30 2169 (30W) 2166 (30W) 2230 (BOW) 2231 (30W) SERVICE CABINET #3 248 (SL) HARTFORD DR (30W) APPROVED 2183 (30W) 2181 {30W) 2180 (30W) ..__,,""-..._,..--... D9 2179 (30W) 2176 (30W) SHEET (30W) a, "'O 0 ... "'O C: < (!) E C. !;j: n -~ -~ -- Ol 3: "'O vi ~ 0 z z 0 F u ::::, "' I-(/) z 0 u I ID w I llO 0 ..., N Ol ;:, ., ... a, a, ..c: ~ "'O "'O 0 ~ ... C: a, E ~ 0 ... C. E ... ..c: E' :;::; a, a, ... ... (/) 0 N I Ol ->-.... ..c: 0 0 a, ID ... ... 0 C. 3: a, z 0 0 <Xi 0 0 0 ,,; N 0 0 Ol -0 ~ Ol -0 OF ~ a. SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS S S S S SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS WWWWWWWWWWW W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWW W W W W W W W W W W W W W W W W TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T T TTTT T TT T T T T T T T T T T TTTTTTT T T TTTTTTTTTTTTTTTTTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TTTTTT T T T T T T T T T T T T T T T T T T T T T T TTTTTTTTTTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 906 2 5 0 7 2 5 1 5 2 5 2 1 25 2 7 26 0 1 26 0 7 2 6 4 1 2 6 4 7 2 6 5 5 2 6 6 1 26 1 5 26 2 1 26 2 7 26 3 1 912 920 926 932 921 927 93 3 9 3 8 2600 2604 2610 2614 2620 2626 26 3 2 2 6 3 6 2 6 4 0 2 6 4 6 2 6 5 2 2678 2672 26 5 8 2682 266 8 26 4 7 26 4 1 26 3 5 901 818 812 827 2681 2615 907 915 921 900 908 914 2 6 6 4 821 LEGEND CONSTRUCTION NOTES M A T C H L I N E S E E S H E E T 4 3 ALTA VISTA DRIVE BASSWOOD S T R E E T JAMBOREE 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET B I S O N A V E SEE S H E E T 8 MAT C H L I N E MA T C H L I N E SE E S H E E T 9 SERVICE CABINET DETAIL 248 (SL) HARTFORD DR NTS ROADJAMBOREE • -\ ---SL2290 -,h. • ~-• • ·~DETAILG -5 - \ ~-LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOTE NUMBER ' • LIGHTING CIRCUIT OESIGNA TION ~----ADDITIONAL/CONSTRUCTION NOTE SLffl# c-----tl --a c::J STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING TREE/SHRUB. --- 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK BOW, 12746 LUMEN, 240 VOLT LED LUMINAIRE (GCM1-60J-MV-40K-2R-GY-125). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON flHEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". 0--REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0---INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "c", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). - I I ----- DETAIL G DETAIL G 0---REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). --w--w--w--w--w--w--w--w--w--w-- @-INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WITH PULUROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWN ON DETAIL "A". COORDINATE CONNECTION AND CORE DRILLING WITH SCE PLANNER. @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @--REMOVE EXISTING SERIES CONDUCTORS. @--REMOVE AND SALVAGE EXISTING SERIES SERVICE DISCONNECT COMPLETELY. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @--TRIM GRASS, BRUSH, AND/OR TREE. @--INSTALL 1-1/4" SCH 40 CONDUIT. @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). so ----- SD ~r~ R/W <O "' SD 0 '!: - -..... <.n -- SD SD--SD _,__ SD --SD- l---1--1--1--1--1--1--1--1--1--1-- - • ~.2280 I ~ J SL2281 _J \ \ __J ------- 5 -____, -----I --INTERCEPT EXISTING SL CIRCIJIT & SET EJ,ILL BO)(\ -------~ - 2 ' I I I I I ' £~:-v l ' SL2233 , 3} I €31 I -·- SL2230 C --- - : ., ..., C ... ..., C: < C) Cl 31: ..., § ~ VJ I ID w I llO g <>I Cl ~ .... :l .c ~ ..., ..., C ~ .... C: ., i e C. E >-Ii. .c u ~ ID t'. 0 C. 31: ., z 0 REVIEWED: ------------------------------------------------------------..... -------------------------------00~ PLANS PREPARED BY: ESB/ II M. 04 < PETER TAUSCHER, P.E. No. 50813 SENIOR CIVIL ENGINEER Lt. 11/1/2021 AS-BUILT C/y\\. DESIGNED: DRAWN: 9/25/2020 SERVICE CABINET LOCATION GA GA CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE SI 05 05 2020 ATTENTION •■ •• JMD ~ All utllltles shown on this plan are based on " a110ilable records. It shall be the sole responslblllty PLANNING I ENGINEERING I MANAGEMENT 8 of the contractor to verify all existing utflltles by c, contacting utility agencies and to avoid damaging 0 existing utilities during excavation. t"!"!==--,~~~--1-..:::;;=-r-.:.....:---11----------------------+----t---------------------T"""-------1~ FOR UNDERGROUND SERVICE ALERT CALL: ~ c, 1-800-227-2600 / o ..__ ________________________ ...., _______________________________ ....__JJ_AN ...... M_._D_IA_.__RC_E_5_0_81_3_-c ______ _,;,;; ________ .._ ___ __.,..___.,__.,=_,__ ..... ___ ..._ _________________ ..._ __ ...., ___________________ ....... _-SH:EE:_T _________ o:r::::r S D S D S D S D SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S WWWWWWW W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T TTTTTT T T T 22 3 2 2 2 3 8 2 2 4 4 2 2 2 0 2 2 2 6 2 2 3 2 2 2 2 1 2 2 2 3 2 2 2 7 909 2 3 0 0 901 2 3 0 6 2 2 2 9 2 3 0 1 2 3 0 7 2 3 1 5 901 907900 908 915 921 9 1 6 818 900901 907 8152 3 2 1 23 2 7 900 906 906 912 920 9 2 6 915 921 927 93 0 912 92 0 9 2 7 821 901 907 900 906 25 0 1 25 0 7 912 920 926 93 2 915 921 927 933 93 8 24 0 1 LEGEND CONSTRUCTION NOTES SE E S H E E T 5 MA T C H L I N E 4 SEE SHEE T 6 MATCH LIN E MA T C H L I N E SE E S H E E T 3 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET ALTA VIS T A D R I V E A L M O N D P L A C E A L D E R P L A C E A L E P P O S T R E E T B E L L I S S T R E E T SERVICE CABINET #4 2232 (SL) ALTA VISTA 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0---REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWIN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0--INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWIN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL 4-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWIN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). 0---REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WITH PULLROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWIN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWIN ON DETAIL "A". COORDINATE CONNECTION AND CORE DRILLING WITH SCE PLANNER. @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-REMOVE EXISTING SERIES CONDUCTORS. @-TRIM GRASS, BRUSH, AND/OR TREE. @-INSTALL 1-1/4" SCH 40 CONDUIT. @-REPAIR CRACK ON POLE WITH EPOXY. @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 ~--LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOlE NUMBER i ~--LIGHTING CIRCUIT DESIGNATION ADDITIONAL/CONSTRUCTION NOlE SL#### 0 J:J ---0 c::::J STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD 'MTH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHER'MSE NOlED. COORDINA 1E WITH THE CITY'S DESIGN A lED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L COORDINAlE 'MTH THE CITY'S DESIGNAlED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING TREE/SHRUB. I I ETAIL G - \ \ ., \ \ ~ \ \ \\ \, \__ i ~~-~::::::::::1 \ \ \ \ '~ \ \ \ \ \ \ a, I -~\ I SL22~ ~DET<L G f' L_ +-i-r- 1 I I \ 1,1~.l---ft-:-:-r-: S/294 - SCALE: 1 "=40' ., ..., C ... ..., C: < C) Cl 31: ..., "' g ~ VJ I ID w I llO g N Cl ;:, ., .... ., ., ..c: ~ ..., ..., C ~ .... C: ., i e C. E .... ..c: E' ~ ~ ii, 0 N I Cl ..c: 0 5l ID t'. 0 C. 31: ., z 8 ------------------------....-------------,-----,-------------------..... --..... ----------------------------ll(). PLANS PREPARED BY: REVIE'IED: •■•■ JMD ! ,:,l--~ M. D4 " ~ < 8 PLANNING I ENGINEERING I MANAGEMENT Cl ~~ a "-=-===~-,r-===~--t-~---1------11----------------------J.----t---------------------T""-------1~ ~ h ~ C/y\\. 11/1/2021 AS-BUILT ~ PElER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: Lt. GA GA CHECKED: DATE: NO. JUAN M. ~C2 DAlE DATE DESCRIPTION OF REVISIONS APPROVED _SH_EE_T ___ O_F---1~ .._ __________________________ .._ __________________________________ .._....., ...... ____ ..._ __ =--------------------.... -----...................... = ..... -..... ___ .._ __________________ ..__ ______________________________ ___.a. SI 05 05 2020 SD SD S D S D SD S D S D S D S D S D S D S D S D S D S D S D SD S D SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW W W WW W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T TTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TTTTTTT T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 2101 2 1 3 1 2 1 2 7 2 1 2 1 2 1 1 5 2 1 0 7 2 1 2 6 2 1 2 0 2 1 1 4 2 1 0 8 2 1 1 5 21 0 7 2101 2 1 0 8 2 1 0 0 21 0 0 2 1 3 7 22 0 1 22 0 7 22 1 5 22 0 0 22 0 6 22 0 1 22 2 1 22 2 7 22 3 3 22 3 9 22 4 5 22 1 2 22 1 8 22 2 4 22 3 0 22 3 6 22 4 2 23 0 0 22 0 7 22 1 5 22 2 1 22 2 7 22 3 3 22 3 9 22 4 5 220 8 221 4 222 0 222 6 22 3 2 220 1 22 1 2 22 2 0 22 2 6 22 3 2 220 9 221 5 22 2 1 22 2 3 22 2 7 23 0 1 23 0 1 23 0 0 22 2 9 23 0 1 LEGEND CONSTRUCTION NOTES 5 MA T C H L I N E SE E S H E E T 6 MAT C H L I N E SEE S H E E T 4 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET ARALIA S T R E E T ARBUTUS S T R E E T A L T A V I S T A D R I V E AL B A ST R E E T L2318 '~------~· 8 - --- I \ - -----------= ------- I I G) I : 1" I ~ I \ ~ ~ \ 0 - I -----SL2321 0 -------e----- - ------ -=-=---o -- SL2313 - -..,....._ 0 --' 0 0 I G) I ! I -0 < /"-~~ ~\ ' ~ ~-/ \ ., -c:, C ... -c:, C: < C) 0-REPLACE LUMINAIRE ON EXISTING STANDARD WllH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". 0--REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WllH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0---INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WllH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL ·c·, AND DETAIL "G", LOCATION TO BE DETERMINED BY lHE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-lHEFT). ©-REMOVE AND REPLACE EXISTING PULL BOX WllH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OlHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE INSTAULED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTl-lHEFT). @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY lHE ENGINEER. @-TRIM GRASS, BRUSH, AND/OR TREE. @-RESET EXISTING STREET LIGHT STANDARD ON EXISTING FOUNDATION TO GRADE AND CUT OFF EXPOSED ANCHOR BOLTS. RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY lHE ENGINEER. @--ADD HOUSE SHIELD ON LUMINAIRE. ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utilities during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 0 ' ' "' DETAIL ~" ~~"" ~ ~ '~~---, ~ • ',. __A~" L2~26 (ii'(li:f LIGHTING CIRCUIT NUMBER ~CONSTRUCTION NOTE NUMBER / LIGHTING CIRCUIT DESIGNATION ADDITIONAL/CONSTRUCTION NOTE ~ ---0 C --- STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WllH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE crrYs UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING TREE/SHRUB. SCALE: 1 "=40' Cl 31: -c:, ~ ~ VJ I ID w I llO g N Cl ;:, ., ... ., ., ..c: ~ -c:, -c:, C ~ ... C: ., i e C. E ... ..c: E' ~ ~ ii, 0 N I Cl ..c: 0 5l ID t'. 0 C. 31: ., z 8 ------------------------....-----------------------------------..... --....-----------------------------ll(). PLANS PREPARED BY: RE\IIE'IED: •■•■ JMD ! ,:,l-~ M. D4 " ~ < 8 PLANNING I ENGINEERING I MANAGEMENT Cl ~~ a "-=-===~-,r-===~--t-~-1------11----------------------J.----t---------------------T""-------1~ ~h~ C/y\\. 11/1/2021 AS-BUILT ~ PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: Lt. GA GA CHECKED: DATE: NO. JUAN M. ~C2 DATE DATE DESCRIPTION OF REVISIONS APPROVED _SH_EE_T ___ O_F---1~ .._ __________________________ .._ _________________________________ .._....., ...... ____ ..._ __ = ____________________ .._ _____ ..,_....,...,__..._= ..... -..... ___ .._ _________________________________________________ ___.a. SI 05 05 2020 SSSSSS SS SSSSSSSSSSSSSS SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W W W W W W W 23 0 0 23 0 1 23 0 1 23 0 6 23 0 0 23 0 7 23 1 5 23 2 1 23 2 7 23 2 4 23 2 1 23 1 5 23 0 7 23 2 8 23 2 2 23 1 8 23 1 2 23 1 8 23 1 2 23 0 6 22 2 9 23 0 1 23 0 7 23 1 5 23 3 3 23 3 9 2 3 4 5 700 706 712 718 724 23 5 1 23 4 4 23 4 5 23 3 8 23 3 2 23 2 8 23 3 9 23 3 3 23 2 7 23 4 0 23 3 4 800 806 812807 23 2 1 23 2 7 LEGEND CONSTRUCTION NOTES SE E S H E E T 5 MA T C H L I N E 6 MATCH LINE SEE SHEET 4 ARALIA STREET ARBUTUS STREET AL E P P O S T R E E T 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET ~·· LIGHTING CIRCUIT NUMBER ~ CONSlRUCTION NOlE NUMBER ; LIGHTING CIRCUIT DESIGNATION ' 1 ADDITIONAL/CONSlRUCTION NOlE SLffff SlREET LIGHT NUMBER ~ ---0 c::J ,~; -, \ \·-' i ,.j' EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITV'S UTILITY YARD UNLESS OTHERWISE NOlED. COORDINAlE WITH THE CITV'S DESIGNAlED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB SlD-206-L. COORDINAlE WITH THE CITV'S DESIGNAlED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING lREE/SHRUB. 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". 0--REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0--INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED \!/ITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "c", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED \!/ITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). 0--REMOVE AND REPLACE EXISTING PULL BOX \!/ITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-REMOVE EXISTING SERIES CONDUCTORS. e-TRIM GRASS, BRUSH, AND/OR TREE. @-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "F". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED \!/ITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 DETAIL G REMOVE EXISTING FOUNDATION PER RFI#4 2 PLANS PREPARED BY: ::JMD PLANNING I ENGINEERING I MANAGEMENT .AJANM.~c2 • , DATE &--- RE\IIE'IED: PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: Lt. GA GA CHECKED: DATE: NO. SI 05 05 2020 • • --= 11/1/2021 AS-BUILT ----- SL2307 ,.,. I _.._ ----r-vJ-~:· -·r,.· ~ I DETAIL ,r£7'-f ; •5 --t-----t-"":"T"C-1 •' w SL2300 I I Ii I :m I I yB I DATE DESCRIPTION OF REVISIONS APPROVED ., ""CJ C '-""CJ C <( (!) E C. --.;.; -~ N ~ - Ol 31: ""CJ cci a ....J a. ....J VJ I ID w I llO a ..., N Ol ;:, ., .... ., ., ..c: ~ ""CJ ""CJ C ~ .... C ., E ~ C '-C. E .... ..c: E' :;::; ., ., '-.... VJ a N I Ol ->-"- ..c: 0 C ., ID .... '-0 C. 31: SCALE: 1 "=40' ., z a a <Xi a a a ,,; N a a Ol -a ~ Ol -a SHEET OF ~ a. S D SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS S S SS S S S S SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWW W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T TTTTTTTTTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 821 815 807 801 727 721 715 707 701 24 0 1 2 4 0 7 24 1 1 2 4 1 7 24 2 5 24 3 1 24 3 7 24 4 3 24 4 9 24 5 5 2 4 0 1 2 4 0 7 24 1 5 24 2 1 24 2 7 24 3 3 24 4 1 24 4 7 25 0 1 25 0 7 2 4 0 1 24 0 7 24 1 5 24 2 1 24 2 7 24 3 3 25 0 1 25 0 7 25 1 5 25 2 1 2 4 0 1 24 0 7 24 1 5 24 2 1 25 0 1 25 0 7 25 1 5 25 2 1 25 2 7 25 3 1 25 0 1 25 0 7 25 1 5 25 2 1 26 0 1 26 0 7 25 2 7 25 3 1 26 0 1 25 2 7 25 2 1 25 1 5 25 0 1 25 0 7 25 1 5 25 2 1 24 0 1 LEGEND CONSTRUCTION NOTES 7 MATCH L I N E SEE SHE E T 4 MA T C H L I N E SE E S H E E T 8 BAMB O O S T R E E T BUNY A S T R E E T BLA C K T H O R N S T R E E T BUC K E Y E S T R E E T B E L L I S S T R E E T BIX I A ST R E E T 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET \ \ ' ' ' ' ' ' --0 CONDUCTORS "PASSED THRU" SL POLE DUE TO EXISTING CATV BOX & D/W ISSUE 2 ---....________ --- SL2248 --- •. I I I eb Im -~ of: ------------- ------·-. /~ 5 ~~ ·•... ' "'"'-~" ~ ~ ------------~ ------ ------------------SL2243 ~~---i ---~ ~ ffi _, 0 =-=-~ \ \ ---...: - DETAIL G DETAIL G -_ • •. _ -~ -------- ✓-~---. \ ------------------.. ---::: .. ------DETAIL G 8 SL2268 ~---~ -- \ B DET<L G ~-----~ SL2::_-~ ~ 21 G 1 e~ \ \\\\ \ c,){\ \ \ -- SL2271 --SL2272 I ~ff, ~:Y~_;;-~~~~~~;;;;;;;_:-=-·,·,.__ / I I ~i .-·· .-·1 0 \ ---- ------ 5 • --~ DETAIL G -..____·· ------ ------{'~ -~ .. ----•• ----- • ~ -~ --....________ .:, DETAIL~- ·------- ---::: . !, ·-I .. DETAIL G 8 ~ :-----... :::------:::...~ ----SL2256 ~~ -..____ ~-LIGHTING CIRCUIT NUMBER ~ CONSlRUCTION NOTE NUMBER / / LIGHTING CIRCUIT DESIGNATION ~----ADDITIONAL/CONSlRUCTION NOTE SL#### ---0 c::::J s ;--!....~-~¾ "-· o'\ '-u~-' SlREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE crrYs UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY°S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING lREE/SHRUB. SCALE: 1 "=40' 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". 0--REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0--INSTALL 2-f/8 STRANDED COPPER INSULATED CONDUCTORS AND 1-f/8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). 0--REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-TRIM GRASS, BRUSH, AND/OR TREE. @---PROTECT IN PLACE. @-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "F". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-ADD 360" SHIELD ON LUMINAIRE. ., "CJ C ... "CJ C: < C) "' 31: "CJ § ~ VJ I ID w I llO g N "' ;:, ., .... ., ., ..c: ~ "CJ "CJ C ~ .... C: ., i e C. E .... ..c: E' ~ ~ ii, 0 N I "' ..c: 0 5l ID t'. 0 C. 31: ., z REPLACE HAND HOLE COVER. o ------------------------....... -----------....... -....,., ............. __________________ .,...... __ ....,. ___________________________ ---10 <Xi 8 PLANS PREPARED BY: RE\IIE'IED: ATTENTION o " ,,; ::JMD All utilities shown on this pion ore based on ~~'/I•· D4< csi available records. It shall be the sole responsibility PLANNING I ENGINEERING I MANAGEMENT 8 of the contractor to verify all existing utilities by a, contacting utility agencies and to ovoid damaging No. 50813 0 existing utllltles during excavation. "-=-===~-,r-===~--f.~---1------11----------------------l-----t---------------------T""-------I~ PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: FOR UNDERGROUND SERVICE ALERT CALL: ~ C/y\\. 11/1/2021 AS-BUILT ~ 1-800-227-2600 7 0 .,_ __________________________ .._ __________________________________ .,_..,JJ_,AN.....;M ...... D_IA_._,_R,_CE ..... 50_8_13 ..... _c ______ D_A_TE ________ ...., ____ __.. __ _.__.,=_.__...., __ D_ATE_.....,_DE_s_c_RI_PTI_o_N_or_RE_V1_s_Io_N_s __________ .....,AP_P_Ro_VE_D.._ ____________________ :=SH=EE=T=====O=F=====~ Lt. GA GA CHECKED: DATE: NO. SI 05 05 2020 SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WWW TTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 2 5 1 5 2 5 2 1 2 5 1 5 2 5 2 1 2 5 2 7 2 5 3 1 2 6 1 5 2 6 2 1 2 6 2 7 2 6 3 1 2 6 4 7 2 6 4 1 26 3 5 818 812 2 6 0 1 2 6 0 7 2 6 1 5 2 6 2 1 26 2 7 26 3 3 26 3 9 2 6 2 1 26 2 7 2 5 2 7 2 5 3 1 2 6 0 1 2 6 0 7 2 6 1 5 2 6 1 5 2 6 0 7 2 6 0 1 2 5 3 1 2 5 2 7 2 5 2 1 2 5 1 5 2 5 2 1 2 5 2 7 2 5 3 1 2 5 3 7 2 6 0 1 2 6 0 7 26 1 5 26 2 1 26 2 7 26 3 3 26 3 9 26 2 1 26 2 7 26 3 3 26 3 9 26 4 5 26 3 9 2 6 4 5 26 5 1 726 732 800 700 706 712 720 26 3 3 806 LEGEND CONSTRUCTION NOTES M A T C H L I N E S E E S H E E T 7 8 MATCH LINE SEE SHEET 3 BAMBO O S T R E E T BUNYA S T R E E T BLACK T H O R N S T R E E T BUCKE Y E S T R E E T BI S O N A V E 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET SERVICE CABINET DETAIL 2615 (SL) BLACKTHORN ST NTS - ~-LIGHTING CIRCUIT NUMBER ~CONSTRUCTION NOTE NUMBER / ~--LIGHTING CIRCUIT DESIGNATION 1 ADDITIONAL/CONSTRUCTION NOTE SLffl# STREET LIGHT NUMBER ::::, ~ ---0 EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD YATH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. c::::J PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE crrYs DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITYS DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. - - -PROPOSED CONDUIT. ss ss ss BUNYA ST ss - M---M---M---M---M- R/W ----- 2615 2621 / 0--REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0-REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" ©-INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©--INSTALL 4-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©--INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). ©--REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WITH PULLROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWN ON DETAIL "A". COORDINATE CONNECTION AND CORE DRILLING WITH SCE PLANNER. @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-REMOVE EXISTING SERIES CONDUCTORS. @----TRIM GRASS, BRUSH, AND/OR TREE. @-INSTALL 1-1/4" SCH 40 CONDUIT. @-REPAIR CRACK ON POLE WITH EPOXY. @--INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "c", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). --- ~ -- J ~0~-~-~7r~~-~~~;;::;~===-=~ 0 -0 -~ --=::.; -------·I-==~ _S':_2259 ___ ---~ •• ---------- DETAIL G _.-:;;;;;::; 264~ ----- ----- -------- --------------- ----------0 _.-:;;;;;::; 0 2 7 5 _.-:;;;;;:;; ... ----------•• • ...-·· ----- DETAIL G I ,,--,_, "~ .. 0 0 1 ' I : • I I I I I I I 11 SL 235 8 DETAIL G SCALE: 1''=40' ., "CJ C ... "CJ C: < C) E C. Ul N tli Cl 31: "CJ ~ ~ VJ I ID w I llO g N Cl ~ .... :l .c ~ "CJ "CJ C ~ .... C: ., i e C. E .... .c .2' ., ~ ~ I Cl >-Ii. .c u ~ ID t'. 0 C. 31: ., z 0 ------------------------------------------------------------..... -------------------------------00~ REVIEWED: ESB/ II M. 04 < PLANS PREPARED BY: ATTENTION •■ •• JMD ~ All utllltles shown on this plan are based on " No. 50813 PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER C/y\\. DESIGNED: DRAWN: GA GA CHECKED: DATE: NO. DATE SI 05 05 2020 0110ilable records. It shall be the sole responsibility PLANNING I ENGINEERING I MANAGEMENT 8 of the contractor to verify all existing utllltles by c, contacting utility agencies and to avoid damaging 0 existing utilities during excavation. t"!"!==--,~~~--1---1----11----------------------+----t---------------------T"""-------1~ FOR UNDERGROUND SERVICE ALERT CALL: ~ c, 1-800-227-2600 / o .._ __________________________ .._ __________________________________ ..__JU_AN __ M_._D_IA_.__R_CE ..... 50_8_13 ..... _z::: _______ ..;.;,; ..... ______ ___. ____ _., __ _.__.,=_.__...., __ D_ATE_....,_DE_s_c_RI_PTI_o_N_oF_RE_VI_s_1o_N_s __________ ...._AP_P_Ro_VE_D.._ ____________________ :=SH=EE=T=====O=F=====r SD SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TTTTT T T T T TTTTTTTTT T T T T T T T T T T T T T T T TTTT T T T T T T T TT T T T T T T T T T T T T T T T T T T T T 901 81 8 82 7 907 91 5 921 900 908 91 4 915 82 1 901 90 7 900 908 9 1 4 901 9 0 7 915 9 1 2 906 900 27 1 9 27 2 5 27 3 1 27 3 7 27 4 3 27 4 9 28 0 1 LEGEND CONSTRUCTION NOTES 9 SEE S H E E T 1 0 MAT C H L I N E MA T C H L I N E SE E S H E E T 1 1 CI T R U S PL A C E CH E S T N U T PL A C E CE R C I S PL A C E ALTA VISTA DRIVE 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET SE E S H E E T 3 MA T C H L I N E ~-LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOTE NUMBER 1 ~--LIGHTING CIRCUIT DESIGNATION ~----ADDITIONAL/CONSTRUCTION NOTE SL#### 0 a ---0 D c:::J STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE crrYs UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE v.1TH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING TREE/SHRUB. ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 - -------- I I I 0 / I I I ,~ __ ~2167/ , • ~ I / -- ~ 1 I ---------- / 0-REPLACE LUMINAIRE ON EXISTING STANDARD WllH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WllH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0--REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY lHE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL •c•. INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0--INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WllH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY lHE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-lHEFT). 0--REMOVE AND REPLACE EXISTING PULL BOX WllH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OlHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE INSTALLED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTl-lHEFT). @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY lHE ENGINEER. @-REMOVE EXISTING SERIES CONDUCTORS. e-TRIM GRASS, BRUSH, AND/OR TREE. ®-REPAIR CRACK ON POLE WllH EPOXY. @-RESTORE DECORATIVE PARKWAY AND LANDSCAPING. PLANS PREPARED BY: RE\IIE'IED: ::JMD PLANNING I ENGINEERING I MANAGEMENT PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER ------------ JUANM.~c2 DESIGNED: DRAWN: Lt. GA GA 11/1/2021 AS-BUILT DATE CHECKED: DATE: NO. SI 05 05 2020 DATE DESCRIPTION OF REVISIONS DETAIL G DETAIL G ------------------ 0- SL2169 r-;:;:- ------ APPROVED -f • , I I : ~ I k SL2170 N; I ., ..., C ... ..., C: < C) E C. Ul N tli -N ...__ -~ - Ol 31: ..., oi a ....J a. ....J VJ I ID w I 00 a ..., N Ol ;:, ., .... ., ., ..c: ~ ..., ..., C ~ .... C: ., E ~ 0 ... C. E .... ..c: E' :;::; ., ., ... .... VJ a N I Ol ->-"- ..c: 0 0 ., ID .... ... 0 C. 31: SCALE: 1 "= 40' ., z a a <Xi a a a ,,; N a a Ol -a ~ Ol -a SHEET OF ~ a. SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWW W W W W W W W W W WWWW W W W W W W WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TTTTTTTTTTTTTTTT T T T T T 700 706 715 721 727 801 807 815 28 0 1 28 0 0 28 0 6 2 8 1 2 2 8 0 7 2 8 1 5 2 8 2 1 2 8 2 7 28 0 1 2 8 0 7 2 8 1 5 2 8 2 1 2 8 2 7 2 8 3 3 28 3 9 28 4 5 2 8 1 8 2 8 2 6 2 8 3 4 707 701 2801 2 8 0 7 28 1 5 2 8 2 1 2 8 2 7 2 8 0 0 2 8 1 0 2 8 4 0 28 4 8 2 8 3 3 2 8 3 9 2 8 4 5 2 8 5 1 29 0 1 29 0 0 29 0 6 29 1 2 29 0 7 29 1 5 2 8 3 3 29 0 1 2 8 1 8 2 8 2 4 2 8 3 0 2 8 3 6 2 8 4 2 28 4 8 28 5 4 28 4 5 2 8 3 9 28 5 1 29 0 1 29 0 7 29 0 0 29 0 6 29 1 5 29 0 7 2 9 1 5 29 1 2 LEGEND CONSTRUCTION NOTES 10 SEE SHEET 15 MATCH LINE MAT C H L I N E SEE S H E E T 9 MA T C H L I N E SE E S H E E T 1 2 CATALPA S T R E E T CA M P H O R S T R E E T CASSIA S T R E E T CAROB S T R E E T C A C A O S T R E E T 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET SERVICE CABINET DETAIL 2851 (SL) CATALPA ST NTS 0-REPLACE LUMINAIRE ON EXISTING STANDARD WllH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0--REPLACE AND INSTALL NEW TYPE I (18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WllH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" 0-INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WllH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL 4-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WllH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. 0-INSTALL 6-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WllH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY lHE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-lHEFT). ©-REMOVE AND REPLACE EXISTING PULL BOX WllH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OlHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE INSTALILED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTl-lHEFT). @-INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WllH PULLROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR lHE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF 1--1.:'l RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWN ON DETAIL "A". COORDINATE CONNECTION <-t:.t J AND CORE DRILLING WllH SCE PLANNER. @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY lHE ENGINEER. ®-INSTALL 1-1/4" SCH 40 CONDUIT. -t-,.. I I ss ss -/-ss ss - () I I M / I M M----M--- ~--LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOTE NUMBER ; LIGHTING CIRCUIT DESIGNATION ~----ADDITIONAL/CONSTRUCTION NOTE SL#### ~ ---0 D c:::::i --- ;:.:::\ ''~~-" STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING TREE/SHRUB. ATTENTION All utllltles shown on this plan are based on a110ilable records. It shall be the sole responsibility of the contractor to verify all existing utllltles by contacting utility agencies and to avoid damaging existing utilities during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 ..._ .....____ I @-RESET EXISTING STREET LIGHT STANDARD ON EXISTING FOUNDATION TO GRADE AND CUT OFF EXPOSED ANCHOR BOLTS. RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY lHE ENGINEER. @--INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "c", AND DETAIL "F". LOCATION TO BE DETERMINED BY lHE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE INSTALLED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL ·c·, AND DETAIL "G". LOCATION TO BE DETERMINED BY lHE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE INSTALILED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTl-lHEFT). @-RESTORE DECORATIVE PARKWAY AND LANDSCAPING. I I --- \ \ -- --- --- --- SERVICE CABINET #2 2851 (SL) CATALPA ST -- DETAIL G -----~ -----SL2208 - o. ---------------- ---- ~~ 0 I ~ 1--1: \ SL2193 0 r -23 I G· 1!~ D 1 0 , I j \ \:~ I ~ -o, w 0 -- - sc21s1 SCALE: 1 "= 40' ., "' e "' ~ (!) E C. <0 "' n ~ "' d :; ~ VJ I ID w I llO g "' "' ~ ~ :l ,:;: ~ "' "' C ~ ~ C: ., i e C. E >-Ii. ,:;: u ~ ID t'. 0 C. ;, ., z 0 ------------------------------------------------------------..... -------------------------------00~ PLANS PREPARED BY: REVIEWED: ::JMD ~ ESB/ II M. 04 < PLANNING I ENGINEERING I MANAGEMENT No. 50813 C/y\\. PETER TAUSCHER, P.E. 0 0 "' ~ t"!"!==--,~~~---1-..:::;;=-i-.:.....:----11----------------------+----t---------------------'T"""--------1~ SENIOR CIVIL ENGINEER Lt. 11/1/2021 AS-BUILT DESIGNED: DRAWN: GA GA 9/25/2020 SERVICE CABINET LOCATION CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED JUAN M. ~b:2 ..,..SH_EE_T ___ O_F_---1J -----------------------------------------------------------------------------=------------------------------;o...---"'-""-=--..... ---..... --------------------------------------------------a. DATE SI 05 05 2020 S S SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T 28 0 7 28 1 5 28 2 1 28 2 7 28 3 3 28 3 9 901 9 0 7 915 9 0 8 900 28 3 6 2942 29 5 6 29 0 1 29 0 7 29 1 5 2 9 2 1 2936 29 3 0 2 9 2 4 28 6 3 28 5 7 28 5 1 28 4 8 28 5 4 28 6 0 29 0 0 29 0 6 29 1 2 2 9 1 8 28 4 5 28 4 2 LEGEND CONSTRUCTION NOTES 11 MA T C H L I N E SE E S H E E T 9 SEE SHEET 12 MATCH LINE ALTA VISTA DRIVE CE L T I S PL A C E 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET -- ~~ LIGHTING CIRCUIT NUMBER ~ CONSlRUCTION NOTE NUMBER ; LIGHTING CIRCUIT DESIGNATION / ADDlllONAL/CONSlRUCTION NOTE SL#### SlREET LIGHT NUMBER C ('r-------0 oa--:C EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD WlllH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV SlREET LIGHT STANDARD. EXISTING PULL BOX. c::::J PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO llHE CITY'S UTILITY YARD UNLESS OllHERWISE NOTED. COORDINATE WlllH llHE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CN8 STD-206-L. COORDINATE WlllH llHE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING lREE/SHRUB. ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 CONDUCTORS "PASSED THRU" SL POLE DUE TO LARGE ROOT ISSUE 2 -------- DETAIL G & -- --;;;=;:;:-++-,,---..--~ DETAIL G 0---REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0----INSTALL 2-#8 STRANDED COPPER INSULATIED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL •c•, AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @--RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. ®-ADD HOUSE SHIELD ON LUMINAIRE. @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL ·c", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTIENER PENTA NUTS (ANTI-THEFT). PLANS PREPARED BY: RE\IIE'IED: ::JMD PLANNING I ENGINEERING I MANAGEMENT PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER .AJANM.~c2 DATE DESIGNED: DRAWN: Lt. GA GA CHECKED: DATE: NO. SI 05 05 2020 11/1/2021 AS-BUILT DATE DESCRIPTION OF REVISIONS ( ( ( ( {:j \ I ( ( ~ ( ( \ I I ( I I SL2 /. I I • I © I 8 DETAIL G / I / ., "CJ e "CJ C <( Cl E a. r--"' ,;-; -~ -~ -- Cl 31: "CJ --....J a. ....J VJ I ID w I llO 0 ..., "' Ol ;:, ., .... ., ., ..c: ~ "CJ "CJ 0 ~ .... C ., E ~ 0 ... a. E .... ..c: E' :;::; ., ., ... .... VJ 0 "' I Ol ->-"- ..c: 0 0 ., ID .... ... 0 a. 31: SCALE: 1 "= 40' ., z 0 0 <Xi 0 0 0 ,,; "' 0 0 Ol -0 ~ Ol -0 APPROVED SHEET OF ~ a. SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D SD SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 29 1 8 29 2 1 29 2 7 29 3 3 29 3 9 294 5 295 1 295 7 296 3 29 3 9 29 3 3 29 2 7 29 2 1 2 9 2 1 296 9 2975294 5 2951 2 9 2 7 3 0 0 1 30 0 7 29422 9 5 6 2 9 5 0 2 9 4 4 2 9 3 6 2 9 3 0 2 9 1 5 29 2 1 2936 2930 801 80 7 815 82 1 800 30 1 5 30 2 1 806 8 1 2 2 9 1 8 2 9 2 4 30 2 7 30 3 2 2 9 2 4 30 3 3 3 0 6 1 30 5 7 30 5 1 30 4 5 30 3 9 30 3 8 30 4 4 LEGEND CONSTRUCTION NOTES 12 SE E S H E E T 1 0 MA T C H L I N E MATCH L I N E SEE SH E E T 1 1 C A T A L P A S T R E E T CASSIA STREET CAROB STREET C E I B A P L A C E 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET L2190 ~~ ~ -,~., ~ ~ SL2189 ' SL2218 ---- ----SL2222 ------. -~~_, ----------r;,f} __ --. - DETAIL G RE-USED EXISTING SL FOUNDATION 2 ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 ~ ,ti) ~ ~--LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOlE NUMBER I / LIGHTING CIRCUIT OESIGNA TION -ADDITIONAL/CONSTRUCTION NOlE SL#### STREET LIGHT NUMBER c------0 --a EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. LJ EXISTING PULL BOX. CJ PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHERWISE NOlED. COORDINAlE WITH THE CITY'S DESIGNAlED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L COORDINAlE WITH THE CITY'S DESIGNAlED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. 0-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0--REPLACE AND INSTALL NEW TYPE I {18'-9") STANDARD (AMERON CAT. NO. 4-C1-17-F4) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TIRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". INSTALL STANDARD ON NEW FOUNDATION PER DETAIL "D" ©-INSTALL 2-#8 STIRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL ·c·, AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTIRUCTED BY THE ENGINEER. PULL BOX SHAUL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS {ANTI-THEFT). 0--REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTIRUCTED BY THE ENGINEER. PULL BOX SHAUL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. e-TIRIM GRASS, BRUSH, AND/OR TIREE. @----PROTECT IN PLACE. ---PROPOSED CONDUIT. @--RESET EXISTING STIREET LIGHT STANDARD ON EXISTING FOUNDATION TO GRADE AND CUT OFF EXPOSED ANCHOR BOLTS. ~ • '~ ~~ -----~ ~ ~ ~ ·.:'. 5L21 ~8 0~ ~~ "• ~ ~ ' EXISTING TREE/SHRUB. RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. 'L2187 \ \\\ \ \\ 5 ?--\_ \ I I --0 -0 \ --SL2182 SL2181 \ @-REPLACE HAND HOLE COVER. --0 0 0 \ \ \ \ -- SCALE: 1 "= 40' ) \ ., ""CJ e ""CJ ~ (!) ~ ""CJ "' :; ~ VJ I ID w I llO g N "' ;:, ., .... ., ., ..c: ~ ""CJ ""CJ 0 ~ .... C: ., i e C. E .... ..c: E' ~ ~ ii, 0 N I "' ..c: 0 5l ID t'. 0 C. ;,: ., z 8 ------------------------....-----------------------------------..... --....-----------------------------ll(). PLANS PREPARED BY: REVIE'IED: •■•■ JMD ! ,:,I--~ M. D4 " ~ < 8 PLANNING I ENGINEERING I MANAGEMENT "' ~~ a "-=-===~-,r-===~--f.~--1-----11---------------------J.----t---------------------T""-------1~ ~h~ C/y\\. 11/1/2021 AS-BUILT ~ PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: Lt. GA GA CHECKED: DATE: NO. JUAN M. ~C2 DATE DATE DESCRIPTION OF REVISIONS APPROVED _SH_EE_T ___ O_F---1~ .._ __________________________ .._ _________________________________ .._....., ...... ____ ..._ __ = ____________________ .._ _____ .._....,...,__..._= ..... -..... ___ .._ _________________________________________________ ___,a_ SI 05 05 2020 S D S D S D S D SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W WWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W W W W W W T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T2921 2 9 1 5 40 0 40 6 2901 2907 29 1 2 29 0 6 29 0 0 441 44 3 445 40 1 40 3 5 0 0 5 0 4 508 5 1 2 505 507 509 5 1 1 50 1 50 3 5 1 5 517 51 9 521 27 2 6 27 2 8 27 3 0 27 3 2 438 440 439 5 0 0 5 0 4 5 0 8 5 1 2 51 6 52 0 52 4 52 8 53 2 50 1 50 7 51 1 52 1 2773 2777 2781 2785 2701 2705 S D SD SD SDSD SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS S S S S S S SS SS SS SS W WW W W W W W W W WWW WWW W W W W W WWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W 400 4022659 2661 2654 2658 2662 428 432 436 42 442 0 41 6 427 423 41 9 41 5 40 940 5 40 1 301 300 302 304 3 2 8 3 3 0 3 3 2 2 7 0 0 2 7 0 2 2 7 0 4 2 7 0 6 2 7 0 8 2 7 1 0 2 7 1 2 27 1 6 27 1 8 27 2 0 27 2 2 27 2 4 27 2 6 40 0 40 2 27 2 8 LEGEND CONSTRUCTION NOTES 13 SE E B E L O W R I G H T MA T C H L I N E MA T C H L I N E SE E S H E E T 1 4 MA T C H L I N E SE E A B O V E L E F T VISTA D E L O R O VISTA QUINTA VISTA UMBR O S A EA S T B L U F F DR I V E VIST A SUE R T E VISTA UMBRO S A VISTA DEL ORO VISTA SUER T E VIST A ORN A D A VISTA PARA D A 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET I --------- ~ --------- --------- E1--·w ; ---------~ -----o ..:-SL2415 5 0-REPLACE LUMINAIRE ON EXISTING STANDARD WllH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "c". 0--INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WllH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-REMOVE AND REPLACE EXISTING PULL BOX WllH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OlHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY lHE ENGINEER. PULL BOX SHALL BE INSTAULED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTl-lHEFT). @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY lHE ENGINEER. @-TRIM GRASS, BRUSH, AND/OR TREE. @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY lHE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WllH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-lHEFT). @---PRUNE/REMOVE EXISTING TREE ROOTS lHAT INTERFERE WITH WORK. CONTACT CITY ARBORIST PRIOR TO ANY EXCAVATION WORK. ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALERT CALL: 1-800-227-2600 I / 0 e 0 ~ ,+-;::,-:-;.....,,. ----------:::Q -~ 0 PLANNING I ENGINEERING I MANAGEMENT ...... ■ \ ---------------------- I I I v s~2402 / "!--'-0 I ~ r---J 22 / ::::-- ; I I I \ \ e , e -e- ~\~.\ --=--~~- ® \ ,,,-------------/ -~~~-=-~at-=---=----~~;l! L241j_ .:: /,,,,,;: ~· • / /~/ • PDI --------------t"! ~·-LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOTE NUMBER / LIGHTING CIRCUIT DESIGNATION / ADDITIONAL/CONSTRUCTION NOTE SL#### " Il --0 LJ STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. c::J PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE crrYs UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITYS DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. - - -PROPOSED CONDUIT. ,,-,-, ~::J EXISTING TREE/SHRUB. f -- I ! -t I SCALE: 1 "= 40' I I :........i....---1-------1, ______ -----1,_-1------------,-----1! • ---J _•_..__•_•_ .... _,._•_•_• __ •_•_11_1a_1• __________ .... •_·_·w_111_a .... ___________________ ..._ ______ _.it ■ SD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS S S S S S S S S SS SS SS SS SS S S SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS W W W W W W W W WW W W W W W W W W W W W W WWWWWWW W W W W W W W W WW W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 35 8 35 4 35 0 2405 2403 2401 2 4 0 2 2 4 0 0 24 4 4 36 2 30 8 30 4 30 0 24 4 5 314 302 30 4 306 308 310 3 1 2 30 0 466 464 462 460 458 456 454 452 450 448 446 444 449 451 453 455 457 459 441 443 445 447 26 0 0 26 0 2 26 0 4 26 0 6 26 0 8 26 1 0 26 1 2 26 1 4 401 403 405 407 409 411 415 417 419 421 400 402 404 406 408 410 412 26 2 026 2 226 2 426 2 6 262 8 263 0 263 2 263 4 263 6 2638 2640 2642 2644 2646 2648 2650 265 2 265 4 265 6 265 8 266 0 414 416 418 420 42 2 42 4 42 6 42 8 43 0 43 2 43 4 43 6 44 0 44 2 308301 303 305 307 3 0 9 311 315 317 3 2 1 3 2 3 3 2 5 3 2 7 302 304 306 310 312 3 2 6 26 2 7 2603 2601 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SSSS S S SSSSSS SS SS SS SS SS SS SS S S S S S S SS S S S S S S S S SS SS SS SS SS SS SS SS SS W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W 468 470 25 1 2 25 0 6 25 0 0 260 1 255 5 24 8 0 249 0 LEGEND CONSTRUCTION NOTES 14 M A T C H L I N E S E E S H E E T 1 3 MA T C H L I N E SE E A B O V E SE E B E L O W MA T C H L I N E 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET VISTA DEL ORO VISTA DEL ORO VISTA ROMA VISTA ROMA VISTA MADE R A V I S T A D E L V E L A V I S T A N O B L E Z A VI S T A NO B L E Z A VISTA ORNA D A VISTA TRUCHA VISTA TRUC H A VI S T A DE L S O L SERVICE CABINET DETAIL 2627 (SL) VISTA DEL ORO NTS VISTA DEL ORO -_J \ \ , I \,~ SL2419 \ ', ' ' 0 ', 0 ' ' \ ~~) \ \ ',, \ ' \ \9 ' \ ' ' ' SL2420 ) 8 DETAIL G ~-LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOTE NUMBER I ' LIGHTING CIRCUIT DESIGNATION ~----ADDITIONAL/CONSTRUCTION NOTE SL#### a ---0 D c::J STREET LIGHT NUMBER EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUMINAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX, EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILilY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STID-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. PROPOSED CONDUIT. EXISTING TREE/SHRUB. ' ___ SL2427 __ (i/ '-... ::e 9 ~ l ss .______.o 5' PKWY 5' SW . R/W ~~ 9 -~ ~ ~0 "' 0--REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK 30W, 4,830 LUMEN, 240 VOLT LED LUMINAIRE (GCJ1-30J-MV-40K-2R-GY-050). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". ©-INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL 4-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL ·c·. AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). ©-REMOVE AND REPLACE EXISTING PULL BOX WITH CITY STANDARD, EISEL ENTERPRISE #3 1/2 F PULL BOX PER DETAIL "B", UNLESS OTHERWISE NOTED. REMOVE EXISTING ABANDONED CONDUIT AND CONDUCTORS AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WITH PULLROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWN ON DETAIL "A". COORDINATE CONNECTION AND CORE DRILLING WITH SCE PLANNER. @-RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-REMOVE AND SALVAGE EXISTING SERIES SERVICE DISCONNECT COMPLETELY. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. ®--INSTALL 1-1/4" SCH 40 CONDUIT. @---RESET EXISTING STREET LIGHT STANDARD ON EXISTING FOUNDATION TO GRADE AND CUT OFF EXPOSED ANCHOR BOLTS. RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @---INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "c", AND DETAIL "F". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL ·c·, AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @--PRUNE/REMOVIE EXISTING TREE ROOTS THAT INTERFERE WITH WORK. CONTACT CITY ARBORIST PRIOR TO ANY EXCAVATION WORK. SERVICE CABINET #1 2627 (SL) VISTA DEL ORO "' ~ 5 SCALE: 1 "=40' ss -1 s ~ 15t 1 I 0 \SP) (X) \ 1 \ \ \\\ L2\1 \ /\ \ I \ \ \ I , \ --1 ,. \\ ' \ . w "~ ... 1--,-;...,...v1 0 I 0 1 ., "'CJ e "'CJ ~ (!) E C. CX) "' n ~ "'CJ -i :; ~ VJ I ID w I CX) g "' "' ~ ~ :l .c ~ "'CJ "'CJ C ~ ~ C: ., i e C. E 0 0 PLANS PREPARED BY: cxi 8 REVIEWED: ESB/ ATTENTION •■ •• JMD O All utllltles shown on this plan are based on ~ II M. 04 < a110ilable records. It shall be the sole responsibility PLANNING I ENGINEERING I MANAGEMENT 8 of the contractor to verify all existing utllltles by "' contacting utility agencies and to avoid damaging 0 existing utilities during excavation. t"!"!==--,~~~---1-----1------11---------------------+----t----------------------r---------1~ No. 50813 PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER C/y\\. DESIGNED: DRAWN: FOR UNDERGROUND SERVICE ALERT CALL: ~ a, 1-800-227-2600 / o .._ __________________________ .._ __________________________________ ..__JU_AN __ M_ .... D .. IA_.__R_CE ___ 50_8_13 ..... _z::: _____ ....;;;;,;,;,; ..... ______ ___. ____ _.,_..;_.__.,=_.__...., __ D_ATE_....,_DE_s_c_R1_P11_o_N_oF_RE_VI_s_1o_N_s __________ ...._AP_P_Ro_VE_D.._ ____________________ :=SH=EE=T=====O=F=====r GA GA CHECKED: DATE: NO. DATE SI 05 05 2020 S D SD SD SD SD SD SD SD SD SS SS SS SS S S S S S S S S SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW WW W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 2912 2906 2900 29 4 6 29 5 2 29 5 8 2 9 8 7 2 9 0 1 2 9 0 7 2 9 1 5 2 9 2 1 2 9 2 7 29 3 3 29 3 9 29 4 5 29 5 1 29 5 7 LEGEND SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SD SD SD SD SD SD S D SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W3 0 6 1 3 0 5 7 30 5 1 3 0 4 5 3 0 3 9 CONSTRUCTION NOTES EAST B L U F F D R I V E 15 S E E B E L O W M A T C H L I N E 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET S E E A B O V E M A T C H L I N E EASTB L U F F D R I V E CACA O STREE T JA M B O R E E RO A D MATCH L I N E SEE SH E E T 1 0 MATC H L I N E SEE S H E E T 1 3 ---------------- / / SL2194~ / 5 4 /? __.,, ---.?"· ___.,)< ~ ---------------- l---::02 ~ ------= .. •··· ___ , ------------ ~·-LIGHTING CIRCUIT NUMBER ~ CONSTRUCTION NOTE NUMBER 1 ° LIGHTING CIRCUIT DESIGNATION ADDITIONAL/CONSTRUCTION NOTE SLffl# STREET LIGHT NUMBER D---L; EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. D JJ --a LJ c::::J EXISTING SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD WITH NEW LUt.llNAIRE. PROPOSED SINGLE ARM TYPE I / TYPE IV STREET LIGHT STANDARD. EXISTING PULL BOX. PROPOSED PULL BOX. EXISTING SERIES CIRCUIT DISCONNECT TO BE REMOVED AND DELIVERED TO THE CITY'S UTILITY YARD UNLESS OTHERWISE NOTED. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED SERVICE POINT. INSTALL NEW SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. EXISTING CONDUIT TO REMAIN. - - -PROPOSED CONDUIT. ATTENTION All utilities shown on this pion ore based on available records. It shall be the sole responsibility of the contractor to verify all existing utilities by contacting utility agencies and to ovoid damaging existing utllltles during excavation. FOR UNDERGROUND SERVICE ALIERT CALL: 1-800-227-2600 -------- - I -0 --~0.--------- ~-~:S;·L---___:i:·l:------=----\_ ------------ ---------\ ----------------SL2198 -------- ----===--------------------------------\ SL2199 -::-----._ ---------• SL2200 SL2201 --------- CONDUCTORS "PASS THRU" SL POLE DUE TO ROOT ISSUE. -------- 2 --------=--==----==-----==--------=J_:::=-=---=--==--- --SL2205 ------------- -----~~=-,;;~~:§:~~r::::::~~;~~,t~•1.,.~~~~;;~;; --~-. ---_-..:.G:__-_-_-_~51 ---""_J--1'--+---I -• --=- ~ -@ I SL2204 I ©-REPLACE LUMINAIRE ON EXISTING STANDARD WITH NEW LEOTEK BOW, 12746 LUMEN, 240 VOLT LIED LUMINAIRE (GCM1-60J-MV-40K-2R-GY-125). FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". 0-REPLACE AND INSTALL NEW TYPE IV (27'-9") STANDARD (AMERON CAT. NO. 1-J3-28-JB) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW LEOTEK BOW, 12,746 LUMEN, 240 VOLT LED LUMINAIRE (GCM1-60J-MV-40K-2R-GY-125). FURNISH AND INSTALL DOUBLE FUSEHOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL "C". INSTALL STANDARD ON EXISTING FOUNDATION PER DETAIL "E". 0--INSTALL 2-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL 4-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. (":;\__ INSTALL 6-#8 STRANDED COPPER INSULATED CONDUCTORS AND 1-#8 BARE COPPER CONDUCTOR IN NEW OR EXISTING CONDUIT AS SHOWN ~ ON PLAN. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING CONDUCTORS PRIOR TO INSTALLING NEW CONDUCTORS. ©-INSTALL #3 1/2 F CONCRETE PULL BOX PER DETAIL "B", DETAIL "C", AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE CONFIGURED PER DETAIL INDICATED ON PLAN, IF APPLICABLE. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). @--INSTALL NEW TYPE Ill-BF MYERS SERVICE CABINET AND FOUNDATION PER DETAIL "A". SERVICE CABINET SHALL BE MEUG-20X-316-100-SCE-120/240-1PH/3W. INSTALL 3" PVC CONDUIT WITH PULLIROPE FROM SERVICE CABINET TO 5" FROM SCE VAULT. PROVIDE BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. SERVICE PANEL SHALL HAVE SAME NUMBER OF RELAY CONTACTORS AS CIRCUITS. LABEL CIRCUITS PER NEC. PROVIDE ALL EQUIPMENT AS SHOWN ON DETAIL "A". COORDINATE CONNECTION AND CORE DRILLING WITH SCE PLANNER. @-TRIM GRASS, BRUSH, AND/OR TREE. @--INSTALL 1-1/4" SCH 40 CONDUIT. @-RESET EXISTING STREET LIGHT STANDARD ON EXISTING FOUNDATION TO GRADE AND CUT OFF EXPOSED ANCHOR BOLTS. RE-GROUT AND RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS DIRECTED BY THE ENGINEER. @-INSTALL #5 F CONCRETE PULL BOX PER DETAIL "B", DETAIL •c•, AND DETAIL "G". LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE ENGINEER. PULL BOX SHALL BE INSTALLED WITH LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). ----------SL2206 , / / ---------------- -- SCALE: 1''=40' ., "'CJ e "'CJ ~ (!) E C. CX) "' n ~ "'CJ iri :; ~ VJ I ID w I CX) g "' "' ;:, ., .... ., ., ..c: ~ "'CJ "'CJ 0 ~ .... C: ., i e C. E .... ..c: E' ~ ~ ii, 0 "' I "' ..c: 0 5l ID t'. 0 C. ;,: ., z 8 ------------------------......-----------------------------------...... --.....-----------------------------CX). PLANS PREPARED BY: RE\IIE'IED: •■•■ JMD ! ,:,I--~ M. D4 " ~ < 8 PLANNING I ENGINEERING I MANAGEMENT "' ~~ a "-=-===~-,r-===~--t-~-1----11----------------------J.----t---------------------T""-------I~ ~h~ C/y\\. 11/1/2021 AS-BUILT ~ PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: Lt. GA GA CHECKED: DATE: NO. JUAN M. ~C2 DATE DATE DESCRIPTION OF REVISIONS APPROVED _SH_EE_T ___ O_F---1~ .,_ __________________________ .,_ _________________________________ .,_.....,,_,,,,;_,,;_,;;;..,___,,_;,;;__, ______ __,; _________ .._ _____ .._ ........... ..._= ..... -..... ___ ,._ __________________ ..,_ ______________________________ ___.a. SI 05 05 2020 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET LIGHTING PLANS FY 2019-2020 STREETLIGHT IMPROVEMENT PROJECT EASTBLUFF C-7661-2 www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 R-6097-S AS-BUILT SET 16 DETAIL SHEET 6. INSTALL WITH EISEL LOCKING BOLTS AND BRYCE FASTENER PENTA NUTS (ANTI-THEFT). 6" RETAINING CURB (AS REQ'D) e---------EXACT LOCATION PER CITY REPRESENTATIVE --------GENERAL NOTES r 17¼"~i 2. ALL ANCHORING HARDWARE, MOUNTS, NUTS! BOLTS ANO BASE SHALL BE S AINLESS STEEL, PROVIDE 3 FT. CLEARANCE AROUND CABINET ON ALL SIDES, UNLESS OTI,ER'MSE NOTED. 5" MIN. - 1" MIN. SCE 3'' REQUIRED _,-- 8' STAINLESS STEEL CONDUIT & CflOOND ROD LOCATION PER MANUFACTURES SPECIFlCAllONS LINE LOAD SIDE VIEW .. eEJ / ,_ 26 };_" X 24" X 12" TI,K. P.C.C. PAD TO SCE VAULT - ,. 4. 5. METER SHALL FACE STREET. BREAKER CAPACITY SHALL BE SIZED TO ACCOMMODATE CIRCUIT LOAD . ALL METER CABINETS SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BEnl'EEN THE B.C.R. & E.C.R. m-n = _j -, eve coN~l / ~\ CABINET _, / LJ ' #5 EISEL TYP. SEE STD 204 FOR F1Jll -1 BOX S:,EQFICA TIONS TOP VIEW MElER READING - PLATE _..,/ IT~ I ·, MYERS CABINET MODEL NO. MEUG20X-316-M100-SCE-120/240-1PH/3W 'MTH WINDOW AND METER SOCKET (316 STAINLESS STEEL) 1 PHASE .3 WIRE 120-240 VOLT 100 AMP MAIN CIRCUIT BREAKER AND SPACE FOR MINIMUM SIX 2 POLE CIRCUI T BREAKERS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. INTERNAL COMPONENTS TO BE DETERMINED BY UTILITIES ~ I "' w I C, z F z " 0 " ~ I " w I ~ 0 a. ~ 1" MIN. FINISH _l_ SURFACE f 2" CONDUIT TO --· LOAD-SIDE PULL BOX ;., ~ ~ " ~ .· . " • 0 ' ~ . . C, .., 3'-6" SQ. / - I I J I .. . < .. ·' -- 26 ¼" . .. • '~ ~tf'DiRET~fNT2" HIGH, BLACK VINYL I I / / ,_/ - SELF-STlCK NUMBERS/LETTERS _.-GROUT CAP 26 ){" FRONT x 24" SIDE -1_ J CAT # I.IEUG20-BASE (X) (X=STAINLESS STEEL). UNLESS ADDITIONAL FOUNDATION DETAIL WITHOUT "MEUG20 BASE" AND APPROVED BY CITY 3" (TYP.) 1 --½_" SQ TS SUPPLJED l'Y11H BASE~ 4 J" (TYP) ,------LINE-SIDE CONDUIT FROM EDISON VAULT PER SCE SPEC. INSTALL GROUT CAP I I" , ~:·114---.-~---~~--.-.. ~ .. -1 ~ . . I • 12" FRONT VIEW ~"~·; ~~~··· +-·1"~· _l ·-(4) ½_" x 8" SS ANCHOR _/ BOLTS 'Mm 1'' HO()-( BASE DETAIL SINGLE-METER CABINET MOUNTING DETAIL "A" BRACKET ARM AMERON CAT. NO. 1-J2-23-JS6 1-J3-28-J8 AMERON CONCRETE POLE MIX 37 OR APPRO\l'ED EQUAL H.P.S. CUTOFF LUMINAIRE (FOR 70, 100, 150, 200 OR 250 WATT LAMP) Will-I ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. G.E. M250 A2 REMOVABLE POWER MODULE DOOR LUMINAIRE CUT OFF OPTICS OR PRE-APPROVED EQUAL. BRACKET MOUNTING POLE ARM TILT 6' 5· 8' 5· R HE IGHT HEIGHT 29'-6" 23'-7'· 36" 35'-o" 27'-9" 69" GALV. STEEL NUT----1 GAL V. STEEL WASHERS NOTES: CALV. STEEL NUT 1. BRACKET ARM, MOUNTING AND POLE HEIGHTS TILT ANGLE AND LAMP SIZE TO BE SHO'M'-1 ON PLANS. 2. 4'-0" DIA. CIRCULAR FOUNDATION MAY BE USED IN PLACE OF 3'-6" SQ. FOUNDATlON. 3. ALL BASES SHAL1-BE POURED TO 4" BELOW SIDEWALK GRADE, TO ALLOW FOR GROUT, 4. THE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED WITH GROUT TO EXTEND 6" ON EACH SIDE AND BACK OF STANDARD AND FROM BACK OF CURB TO FRONT OF POLE LUG ANCHOR BOLT INSTALL ANTl-SEIZE COMPOUND TO THREADS LEVELING DETAIL STANDARD. GROUT SHALL BE POURED FROM TOP OF BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND 1 PART CEMENT. 5. EACH POLE SHALL HAVE A PULL BOX, SEE ST0-204-L. 6. FUSE HOLDER IN ADJACENT PULL BOX, SEE STD -205-L. 7. ALL lHREADED CONNECTIONS SHALL HAVE PRE-APPRO\l'ED ANTI-SEIZE COMPOUND. 8. SEE POLE LEVELING DETAIL ABOVE. 9. FOR POLE WIRING, SEE CNB SID-205-L. FOR 23' -1" POLE FOR 27' 9 .. POI E 12½." DIA. B.C. FOR 23'-1" POLE 15/t DIA. B.C. FOR 27'-9n POLE 1" X 36" X 4" GALVANIZED ANCHOR BOLT WITH GALVANIZED NUT AND (2) WASHERS. EXTEND 3-1/2" ABOVE TOP OF FOUNDATION. 8½" SQ. ELEVATION BASE DETAIL DOOR OPENING FACES SlREET LIGHTING STANDARD TYPE IV DETAIL "E" CITY PULLBDX ¾" CRUSHED ROCK BASE 5'-0~ MAX. 1 n OR 1¼" v, PVC CONDUIT WITH 3 WIRES AS PER PLAN. AND BELOW , I ' I I I I I I I \ 1"-+-.>i I I I I · ..... INST ALL (2) PER BOX2)fx4"xB" COMMON RED BRICK. SECTION A-A EISEL ENTERPRISES NO. 3-}!i F PULL BOX OR PRE-APROVED EQUAL MARKED "STREET LIGHT HIGH VOLTAGE" 1" OR 1}f 0 PVC CONDUIT 'MTH 3 WIRES AS DETAILED, BELOW NOTE: IF 5 OR MORE CONDUITS TERMINATE IN BOX, USE EISEL ENTERPRISES NO. 5 F. 1¼" ¢ PVC CONDUIT FUSE HOLDER AS PER CNB STD-205-L. 5' MAX. TO ~ OF STREET LIGHT . m I " CURB FACE~ -~--------------------~ NOTES: TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD 1. Ali_ CONDUIT SHALL BE 1)f DIA. P.V.C., SCHEDULE 40, UNLESS SPECIFIED OlHERWISE, PER PLAN. 2. SEE CNB ST0-205-L FOR FUSE HOLDER & WIRING DETAILS. 3. AFTER CONDUCTORS ARE INSTALL, Ali_ CONDUIT ENDS SHAL1-BE SEALED WITH DUCT SEAL OR PRE-APPROVED EQUAL. 4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES. 5. PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE 8.C.R. & E.C.R. PULL BOX DETAIL "B" . STREET LIGHT OR BOLLARD CIRCUIT SPLICES SERIES (5KV) (OVERLAP APPLIES TO (NOT TO SCALE) EACH END OF SPLICE) ~~-THOMAS & BETTS #2D-8 CONNECTOR (USE APPROVED CRIMPING TOOL) #B AWG, SOLID COPPER, 5000 VOLT STREET LIGHTING CABLE 3M/SCOTCH BRAND #23 RUBBER TAPE, TO OVERLAP MIN. 1" & FILL DIAMETER 1n min. 1" min. 3M/SCOTCH BRAND #33 VINYL TAPE, TO O\l'ERLAP 1" (MIN. 3 WRAPS) 120/240V CIRCUIT SPLICES 3M/SCOTCH BRAND SCOTCH KOTE SEALANT OVERALL y,·7 #8 AWG "'"' (T'ff'.) GENERAL NOTES: THOMAS & BETTS 2D-8 CONNECTOR *SEE DIMENSION, LEFT~ 3M/SCOTCH BRAND #23 RUBBER 3M/SCOTCH BRAND #33 VINYL (MIN. 3 WRAPS) 3M/SCOTCH BRAND SCOTCH KOTE SEALANT THOMAS & BETTS 600V C-TAP, SERIES 547XX, AS REQUIRED. USE APPROVED T&B TOOL, PER MANUFACTURER *SEE DIMENSION, LEFT 1. All phase conductors shall be stronded copper, THWN, identified by o continuous, distinct, color-coded insulation. 2. Circuit poirs for 240V conductors shall be of two distinct colors, continuously traceable from luminoire to circuit breaker. 3. With the exception of the first, 2" diameter conduit from the service cabinet to the first adjacent pullbox, no conductor insulation-color shall be duplicoted in any conduit run. Wires of different AWG sizes may repeat colors in the some conduit run. 4. Circuit grounds shall be #8 AWG bore, solid copper, spliced using Thomas & Betts 'C-Top's as shown , above. Ground conductors to luminoires may be reduced as per specification on CNS STD-205-L, BELOW. 5. Gray (277V), White, or White with color-striped insulation shall be used only for the neutral, or grounded-conductor. r-::-:2/f-3"------j ..,,--r-rT:,r-; -t, ~/////.Pl////// / CAL / -'-•4....(_J--<-.L-L_ ERS 3 LAYERS OF 3M ELECTRI TAPE NO. 23 OVER 3 LAY OF 3M TAPE NO. 33 OR E (TYPICAL). RUBBER BOOT ACCEPTABLE, COAT WITH KOTE SEALANT. OUAL NOT SCOTCH □ FUSE HOLDER IN PULLBOX --------- D -LOAD • FUSES: GOULD SERIES ' GGUS, 5 AMP UNLESS ' SPECIFIED OTHERWISE. - □ TRON #HEX-AA OR EQUAL TYPICAL FUSE HOLDER LUMINAIRE & LOAD-SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING STANDARD PHASE CONDUCTOR GROUND CONDUCTOR* STD-200-L #10 TH'IVN STRANDED #12 THWN, Solid or Stranded STD-201-L #12 THWN STRANDED #12 THWN, Solid or Stranded STD-202-L-A #12 THWN STRANDED #12 THWN, Solid or Stranded ST0-202-L-B #12 THWN STRANDED #12 lHWN, Solid or Stranded *NOTE: ST0-203-L #10 THWN STRANDED #12 TH'NN, Solid or Stranded Terminate ground conductor in fixture using appropriate Thomas & Betts 'Sto-kon' brand, Serie:s 'C10', non-insulated fork terminal. CIRCUIT SPLICING, FUSEHOLDER & WIRING DETAIL "C" PROPOSED PVC CONDUIT TO MATCH EXISTING INSTALL PROPOSED PULL BOX WITH STAINLESS STEEL LOCK NUT r EXISTING STREET LIGHT POLE ~-EXISTING PVC CONDUIT ,,-CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS \. AND INSTALL NEW CONDUCTORS. -----=~l!C:.::!~..,._7.1:b"7'-,,,-----------CURB FACE PROPOSED PVC CONDUIT TO MATCH EXISTING ~4'.,1-----~--GUTTER CONNECT NEW AND EXISTING CONDUIT. --+-M,...,,. t---REMOVE AND REPLACE GUTTER AND AC PAVEMENT ABANDON CONDUIT REMOVE EXISTING CONDUCTORS AND INSTALL NEW CONDUCTORS. ~ I C, w I ~ C, I z " F w z I " w 0 ~ " 0 a. I 240 V, H.P .S. CUTOFF LLJMINAIRE (FOR 70, 100, 150, 200 OR 250 WATT LAMP) WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. G.E. M250 A2 REMOVABLE POWER MODULE DOOR LUMINAIRE CUT OFF OPTICS OR PRE-APPROVED EQUAL. ~ AMERON CONCRETE POLE MIX 37 OR APPROVED EQUAL AMERON CAT. NO. BRACKET ARM ALUMINUM MOUNTING HEIGHT POLE HEIGHT --+-----+-----+-----, NOTES: 4-C1-17-F4 ---t------+----•• 20'-9" 4-c1-23-F4 ---t------+---- 4• 26'-3" 4-c1-23-Fs s· 27'-9" 1. BRACKET ARM, MOUNTING AND POLE HEIGHTS TO BE SHOWN ON PLANS. 18'-9~ 24'-3" 24'-3" 2. 3'-o" DIA. CIRCULAR FOUNDATION MAY BE USED IN PLACE OF 2'-6" SQ. FOUNDATION. 3. ALL BASES SHALL BE POURED TO 4" BELOW SIDEWALK GRADE, TO ALLOW FOR GROUT. 4. THE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED WITH GROUT TO EXTEND 6" ON EACH SIDE AND BACK OF STANDARD AND FROM BACK OF CURB TO FRONT OF STANDARD. GROUT SHALL BE POURED FROM TOP OF BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND 1 PART CEMENT. 5. EACH POLE SHALL HAVE A PULL BOX. SEE STD-204-L 6. FUSE HOLDER IN ADJACENT PULL BOX, SEE STD-205-L 7. ALL THREADED CONNECTIONS SHALL HAVE PRE-APPROVED ANTI-SEIZE COMPOUND. 8. SEE POLE LEVELING DETAIL TO THE RIGHT. 9. FOR POLE WIRING , SEE CNS STD-205-L . SET BACK PER PLAN & ADA REQUIREMENTS / " I GALV. STEEL NUT----< GALV. STEEL WASHERS CALV. STEEL NUT 12" SQ. 8" --,-~--- d POLE LUG ~-+--DOOR OPENING ni l+I-I-'',., FACES STREET < a ., ANCHOR BOLT INSTALL ANTI-SEIZE d ~0~· ; < ,, 0 COMPOUND TO THREADS LEVELING DETAIL DOOR OPENING FACES STREET I I EXTEND 3-½. ABOVE ,-.~2~' -~6~" _, TOP OF FOUNDATION. SQ. BASE DETAIL ELEVATION LIGHTING STANDARD TYPE I DETAIL "D" PROPOSED PVC CONDUIT TO MATCH EXISTING CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL NEW CONDUCTORS. L....;~-~-EXISTI~G PVC CONDUIT ABANDON CONDUIT WIDTH OF REMOVAL SHALL BE A MINIMUM OF 5'. ~-EXISTING PVC CONDUIT .....___ CURB FACE --"j--__,,_;;:'v'/;::-=c;;-x✓~-------GUTTER INSTALL PROPOSED CITY STANDARD PULL BOX WITH BRYCE \ \ I REPLACE PER CITY OF NEWPORT BEACH STANDARD 1D5 (A-F). ASSUME 6" OF ASPHALT OVER A 4" BASE SECTION. TYPICAL STREET LIGHT PULL BOX INSTALLAllON AT STREET CROSSINGS DETAIL "F" *N01E: CURB FACE AND GUTTER SHALL REMAIN IN PLACE 'M-iEN POSSIBLE. 1HEY 'MLL BE REMOVED ONLY 'M-lEN NECESSARY. PLANS PREPARED BY: •• ■■ JMD PLANNING I ENGINEERING I MANAGEMENT ESB/ II M. 04 < No. 50813 C/y\\. DATE REVIEWED: PETER TAUSCHER, P.E. SENIOR CIVIL ENGINEER DESIGNED: DRAWN: GA GA CHECKED: DATE: NO. SI 05 05 2020 FASTENER PENTA NUT ANTI-THEFT STAINLESS STEEL LOCK EXISTING STREET LIGHT POLE DATE NUT IN EXISTING CONDUIT RUN J-. --"' DESCRIPTION OF REVISIONS / ' TYPICAL STREET LIGHT PULL BOX INSTALLATION IN EXISllNG CONDUIT RUN DETAIL "G" APPROVED SHEET ., -0 e -0 C: < Cl E a. """ "' ,;; -~ -~ -- Cl ;o -0 ui --' ~ w C I ID w I llO 0 ..., "' "' / ., ~ ., ., .c ~ -0 -0 C (.) / ~ C: ., E ~ e a. E ~ .c .2' :;::, ., ., .. ~ (/) 0 "' I "' ->-Ii. .c u C ., ID ~ .. 0 a. ;o ., z 0 0 cxi 0 0 0 ..; "' 0 0 "' -0 ~ "' -0 OF ~ ci: CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a port of the specification, the Contractor /Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utllltles and substructures in the vicinity of the work, but does not guarantee there ore no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICAllONS SEE UGS GI 001. 2 CONDUIT: a. Minimum caver in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the twe of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 1 B0.1 & UGS CD 1 B0.2 h. Install pull rope In all conduit runs. Pull rope to be at least 3/8" pol)Propylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. i. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREf.tENTS: a: The minimum radius for bends are: 36" for conduits 3" In diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits Is 12'-6" (unless noted otherwise). 4. EXCAVAllON AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or Imported backflll, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grode. per UGS SS 590.1. f. Bockfll, per Edison specifications, shall Immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. Native backfDI capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pod surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for twical space requirements. a PERMITS: All permits necessary for excavation shall be provided by the Contractor /Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCAllON: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 cr,d UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property comers, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINA 110N AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UllUTY REQUIREMENTS: The drawing prepared for this Job may also cover the facllltles to be Installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 16. O'AtlERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This warranty shall commence upcr, receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having )Jrisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 1& INSPECllON: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: ENRIQUE CORTEZ Cabling Construction Coordinator: Phone: 714-895-0448 Phone: D05: Rev. 07 /21 /16 Contact USA Dlal 811 orl00-422""4133 --••111.cq1oon1aat For Underground Locating Two Working Days Before You Dig D16: Rev. 05/28/20 FINAL CUSTOMER-OWNED CONDUIT f.lATERIAL* AND CONCRETE ENCASEMENT ARE TO BE INSTALLED IN ACCORDANCE Yt1TH EDISON ELEClRICAL SERVICE REQUIREMENTS. *SUBJECT TO APPROVAL BY LOCAL INSPECllON AUTHORlllES D14: Rev. 01 /85 DESIGN APPROVED FOR CONSTRUCTION NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 (RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 WARNING THE EXCAVATOR t.lUST TAKE All STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILlllES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCAllONS OF EDISON UNDERGROUND FACIUllES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWE'v£R, THE FINAL DETERMINA 110N OF EXACT LOCA llONS AND THE COST OF REPAIR TO DAMAGED FACIUllES IS THE RESPONSIBILITY OF THE EXCAVATOR. DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. DB1: Rev. 09/23/09 AS-IS GOLDWATER 12KV % MACARTHUR SUB TO GS0937 POS.3 TO P5106368 !v5106520 .. GS0938 'BS2457 I ~So ,, vc,.,, ,, R.O. XFMR REMOVED / TO GS0838 POS.1 ON TD1729485 J P5435368 PROPOSED GOLDWATER 12KV % MACARTHUR SUB TO GS0937 POS.3 TO P5106368 !v5106520 .. GS0938 'BS2457 I I J P5435368 ~So ,, vc,.,, ,, TO GS0838 POS.1 NON-RESIDENTIAL SERVICE PEDESTAL 0-200 AMPS 0-600 VOLTS SEE ESR 3-15 ENCLOSING CO'v£R HINGED DEMAND RESET METER W/ VIEWING 'MNDOW REQUIRED CLEAR AND LE'v£L WORKING SPACE. SEE NOTE 2. FRONT PULL SECllON AND CO'v£R REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTES 2 & 3. i-----3'-7 NOTES: <I .d -LI .d <I <I <I .. ,i SIDE VIEW L> <I • Ll <I 1. ALL TERMINAllNG ENCLOSURES SHAll BE PROVIDED 24-HOUR ACCESSIBILITY FOR INSTALLAllON AND MAINTENANCE OF THE COMPANY'S FACILlllES. ACCESS MUST BE THROUGH WALKING SPACE AFFORDING NOT LESS THAN 7 FEET IN HEIGHT AND 3 FEET IN WIDTH AND BE ACCEPTABLE TO THE COMPANY. 2 A PERMANENT, LEVEL STANDING-AND-WORKING SURFACE SHALL BE PROVIDED. IT SHALL BE CLEAR AND UNOBSTRUCTED, AT LEAST EQUAL TO THE 'MDTH AND HEIGHT OF THE TERMINAllNG ENCLOSURE SPACE AND EXTENDING NOT LESS THAN 3 FEET IN FRONT OF All TERMINAllNG ENCLOSURES AND THEIR HOUSINGS. IN NO CASE SHAll THE HEIGHT OF THE CLEAR SPACE BE LESS THAN 6'-6". THE WIDTH SHAll NOT BE LESS THAN 3 FEET. 3. NON-RESIDENllAL SERVICE PEDESTALS 0-200A, SHALL BE LOCATED TO AllOW 3 FEET OF CLEARANCE FOR TERMINAllNG ENCLOSURE IN REAR. CONSULT THE LOCAL SERVICE PLANNING OFFICE FOR DETAILS. GREATER CLEARANCES ARE REQUIRED FOR HIGH-VOLTAGE INSTALLAllONS. ~ ....... ....... EX: V5106520 VAULT 8'X14'X9'4" Tub TUB STYLE IN: 1-TR UG BT MC F DE 25KVA 12KV 120/240 1P+ SN: ____ _ IN: 2-JJ T-CNN W/BAIL 200A IN: 2-JJ LBE 1 /0 200A 12KV Ml: 20-CBL 1/0 AL 2/C 17KV CLP 220 MIL CF: 38-3" DUCT (V6520 TO PED) CF: 38-CM DUCT FOR EXCAVATION IN: 38-2-1/0 1-#2 CLP PLEX (V6520 TO PED) Ml: 25-2-1/0 1-#2 CLP PLEX IN: 1-MTR KWH 30A 120/240 1P 3W MSR#: 8526325 ....... CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, Intercept or tie-in to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks are runs of conduit in close proximity to each other and other SCE facilities. A conduit stub is a single empty conduit stub that is not in close proximity to other SCE owned facilities. Refer to the work order map for details. • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the Intercept/tie-in process. • The customer must adhere to all applicable Cal-OSHA, local, city, state and federal regulations, (Including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil contractor(s)). • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division Inspector /P-Spec to limit exposure of excavation(s). Customer is responsible for securing excavotion(s). DOB: 11/13/18 D1S1RICT TIE-IN MADE THROUGH SIDE WALL OF STRUCTURE (Vault, Manhole, PME, SOE/CST, BURD, Slab Box, Pull Box, PMH) The customer is responsible to trench to the structure entrance point and bring the conduit to within 5' of the structure being entered. The customer is to provide slip coupling and conduit. ....... ~~ o-,,,po 1-o• ............ ) 26ZT VISTA DEL ORO LGHT NEWPORT BEACH CA 100AMP PANEL 120/240V 1 PHASE 1KW OTON 1 3" 1 38' V6520 TO PED IN: 38' 1 /0 CLP PLEX PROJECT REQUIREMENTS (Y /N) EDISON EASEMENT REQUIRED [HJ PWRD 88 REQUIRED [y] UG CIVIL ONLY WORK ORDER [HJ PERMIT REQUIRED [y] PERMIT TYPE: BLANKET OUTAGE REQUIRED [y] OUTAGE DATE: TIME: TRAFFIC CONTROL REQUIRED [y] PED. TRAFFIC CONTROL REQ'D [HJ CONVEYANCE LETTER REQ'D [HJ ENVIRONMENTAL CLEARANCE REQ'D [HJ CSD 140 (TLM) REQ'D [y] 0 SCALE: 1" = 20' ,i ~ -, " ~ II) ~9.'r' ir ~,J;.• 20 40 PROJICT IITI Eastl:luff Elerrantary .,, S; ~ "' ,t(-.... ,;,<>.,, DESIGNER BoyE ard Girl6 Club Eus'lbl11 ff 33 -HUN~NGTON BEACH JANESKI, KELLIE NOE PLANNER JANESKI, KELLIE NOEL PHONE DOMINGUEZ, MARYi T.L.M. DATA : 5106520 SIZE KVA GUST %LOAD EXIST N/A N/A N/A N/A PROP 25 0.93 4.4 VOLTAGE DROP 0.03% FLICKER FACTOR : N/A PROJECT NO. SERVICE REQUEST 1996766 2895889 CIRCUIT / VOLTAGE GOLDWATER 12KV MSR NO. THOMAS GUIDE SUB PG NO. CIRCUIT CODE MACARTHUR / B1 07418 PRODUCT-1 1710922-ST LT INSTALLATION PRODUCT-2 REF TD1729485 PRODUCT-3 N/A IN\ENTORY MAP 31-41 A-3 J.P.A. NO. N A PROPOSED CONS1RUC110N (LOCAllON) 1--~--~--~~-----~-----<TD1710922 -ST LT INSTALLATION 2627 VISTA DEL ORO LGHT NEWPORT BEACH, CA 92660 F 10/6/2020 ECW KNJ MLD 54410 TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX II SHEET DESIGN\DRWG NO. Southern California Edison Company 1 ---OF 1 1284716 ASSOC DESGN 1284716 ASSOC DESGN 1300736 ASSOC DESGN N/A 0.01 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor /Developer shall furnish the follawing items at no cost to the Edison Campany. Southern California Edison Campany has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the twe of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope In all conduit runs. Pull rope to be at least 3/8" pol)Propylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. i. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" In diameter ar smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excovations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and ~I governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Cantractor for all excavations ond shall include crushed rock, concrete, and/or Imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade. per UGS SS 590.1. f. Backfll, per Edison specifications, shall Immediately follow conduit or substructure Installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. Native backfDI capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that wm not damage the conduit or substructure or allaw future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed In such a manner that Interference with traffic, Including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures sh~I be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for l)l:)ical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Cantractor /Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable lacal ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations wm be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of oil sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade. etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job moy also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning detans of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Campany's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: ENRIQUE CORTEZ Cabling Construction Coordinator: D05: Rev. 07 /21 /16 UIIJEIIIIIDllll lEIMCEALEIO' ContactUSA Dlal 811 or 800..f22-4133 WW'.cllglll~ For Underground Locating Two Working Days Before You Dig 016: Rev. 05/28/20 Phone: 714-895-0448 Phone: FINAL DESIGN APPROVED FOR CONSTRUCTION NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 {RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES. AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. DBl: Rev. 09/23/09 NON-RESIDENTIAL SERVICE PEDESTAL 0-200 AMPS 0-600 VOLTS SEE ESR 3-15 ENCLOSING COVER HINGED DEMAND RESET METER W/ VIEWING WINDOW FRONT PULL SECTION AND COVER REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTE 2. REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTES 2 & 3. NOTES: q -<I -<I q q --<I . ·-<1 -q . SIDE VIEW <I q· 7 4· q 1. ALL TERMINATING ENCLOSURES SHALL BE PROVIDED 24-HOUR ACCESSIBILITY FOR INSTALLATION AND MAINTENANCE OF THE COMPANY°S FACILITIES. ACCESS MUST BE THROUGH WALKING SPACE AFFORDING NOT LESS THAN 7 FEET IN HEIGHT AND 3 FEET IN WIDTH AND BE ACCEPTABLE TO THE COMPANY. 2 A PERMANENT, LEVEL STANDING-AND-WORKING SURFACE SHALL BE PROVIDED. IT SHALL BE CLEAR AND UNOBSTRUCTED, AT LEAST EQUAL TO THE WIDTH AND HEIGHT OF THE TERMINATING ENCLOSURE SPACE AND EXTENDING NOT LESS THAN 3 FEET IN FRONT OF ALL TERMINATING ENCLOSURES AND THEIR HOUSINGS. IN NO CASE SHALL THE HEIGHT OF THE CLEAR SPACE BE LESS THAN 6'-6". THE WIDTH SHALL NOT BE LESS THAN 3 FEET. 3. NON-RESIDENTIAL SERVICE PEDESTALS 0-200A, SHALL BE LOCATED TO ALLOW 3 FEET OF CLEARANCE FOR TERMINATING ENCLOSURE IN REAR. CONSULT THE LOCAL SERVICE PLANNING OFFICE FOR DETAILS. GREATER CLEARANCES ARE REQUIRED FOR HIGH-VOLT.',GE INSTALLATIONS. CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, intercept or tie-in to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks ore runs of conduit in close proximity to each other and other SCE facilities. A conduit stub is a single empty conduit stub that is not in close proximity to other SCE owned facilities. Refer to the work order mop for details. • Per CPUC/SCE's Rule 15 8.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations {with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Cal-OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil controctor(s)). • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division Inspector /P-Spec to limit exposure of excavation(s). Customer is responsible for securing excovation(s). D08: 11/13/18 EX: P5103006 PAD 48"x54" EX: 50KVA 12KV 120 /240 1P XFMR CF: 1-CM DUCT 2 1/2" TO 4" (P3006 TO PED) CF: 1-CM DUCT FOR EXCAVATION 1 IN: 7-CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX (P3006 TO PED) Ml: 10-CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX IN: 1-CNN HYLUGS PM 2-1 /0 1-#2 12/16KV 1 P IN: 1-CNN BOLT PM 1&2 RUNS #2 TO 1/0 IN: 1-MTR KWH 30A 120/240 1P 3W (MSR#8552656) 2839 CATALPA TIE-IN MADE THROUGH BOTTOM OF STRUCTURE (Pad, Primary Splice Box) The customer is responsible to trench and bring the conduit to within the last riser bend of the structure being entered {do not undermine structure being entered). The customer is to provide coupling and bend. 2833 CATALPA 1 7' P3006 TO PED IN: 7' 1 /0 PLEX PROJECT REQUIREMENTS (Y /N) EDISON EASEMENT REQUIRED [ill PWRD 88 REQUIRED [y] UG CIVIL ONLY WORK ORDER [ill PERMIT REQUIRED [ill PERMIT TYPE: N /A OUTAGE REQUIRED [y] OUTAGE DATE: TIME: TRAFFIC CONTROL REQUIRED [ill PED. TRAFFIC CONTROL REQ'D [ill CONVEYANCE LETTER REQ'D [ill ENVIRONMENTAL CLEARANCE REQ'D [ill CSD 140 (TLM) REQ'D [ill D124: Rev. D2/08/18 T.L.M. DATA : 5103006 SIZE KVA CUST %LOAD EXIST 50 73 16 146 PROP 50 77 17 154 VOLTAGE DROP 0.02% FLICKER FACTOR : N/A r 2839 CATALPA ST LGHT NEWPORT BEACH CA 92660 100AMP PANEL 120/'l40V 1 PHASE 4KW OTON ~ § ~ 0 I I I SCALE: 1" = 20' - ----0 20 40 DISTRICT PROJ. MGR. N A 'V~ \\)\ ... ~\'O t-3 e,~1~\j'.)a st .... ~ l c,"' 4 ~ . ., $ ::! ... ,q-- c;,,,~ ;,,.,, ,,, Ct.lb Cd 1:>1 Toyota M:,lor~ PLANNER JANESKI, KELLIE NOEL DESIGNER '' ' --0 II,;' .. 0 Cl ~ '"' Q 0 .,g -= s e ~ il.. ., .... .. Q u Tempe Bat Ya hm ..,,-~tY(I, .!! 0 u ~ t (,J 33 -HUNllNGTON BEACH PHONE PHONE 714-895-0410 DOMINGUEZ, MARYi PROJECT NO. SERVICE REQUEST 2021898 2920490 CIRCUIT / VOLTAGE GOLDWATER 12KV MSR NO. (SEE MAP) THOMAS GUIDE SUB / PG NO. CIRCUIT CODE MACARTHUR / B2 07118 PRODUCT-1 1727695-ST LT INSTALLATION PRODUCT-2 N/A PRODUCT-3 N/A INVENTORY MAP 31-148-2 J.P.A. NO. N A PROPOSED CONSTRUCTION (LOCATION) 1--------~,......._ __ ___.,... ___ ~ _ _,TD1727695 -ST LT INSTALLATION 2839 CATALPA ST NEWPORT BEACH, CA 92660 F 10/1/2020 ECW KNJ MLD 54410 TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX# SHEET DESIGN\DRWG NO. Southern California Edison Company _1_oF 1 1299211 ASSOC DESGN 1299211 ASSOC DESGN N/A ASSOC DESGN N/A 0.01 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Controctor /Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or nol 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30• below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30• below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the twe of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 ond service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope in all conduit runs. Pull rope to be at least 3/8" polwrop)lene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. I. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" In diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFIL!.: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordonce with the California State Construction Sofety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backffll with a MINIMUM of one sack per yard sond cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. f. Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 Inches of direct-burled cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not poss through a 1/2" screen, place imported sand 3• below and 12• above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PA'v1NG: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian troffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jJrisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or Installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: 'Mien required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for twical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor /Developer. 9. ACCESS: Heavy truck occess shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SER'v1CES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be In accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excovations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations wm be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actuol location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify locotion and widths of all sidewalks ond driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 ond UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grode, etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the Installation and Inspection by Edison. Grode and property line stakes must show any offset measurements. 14. COORDINATION AND SUPER'v1SION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison focilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILilY REQUIREMENTS: The drowing prepared for this j:>b may also cover the facilities to be installed for the telephone company and/or other utnity. Any questions concerning details of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer Is to deed to the Edison Company oll structures shown hereon except those shown as customer owned. 17. WARRANlY: Applicants expressly represent and warrant that all work performed and all material used In meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jJrisdiction and at Applicant's expense ony breach of this warranty which may become apparent through inspection or operotion of underground electric system by Company during this worranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Compony. Standords of Edison construction requirements are avaDable upon request Duct and Structure Inspector: ENRIQUE CORTEZ Cabling Construction Coordinator: Phone: 714-895-0448 Phone: D05: Rev. 07 /21 /16 FINAL DESIGN APPROVED FOR CONSTRUCTION CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, intercept or tie-in to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks are runs of conduit in close proximity to each other and other SCE facilities. A conduit stub is a single empty conduit stub that Is not In close proximity to other SCE owned facllltles. Refer to the work order map for details. • Per CPLIC/SCE's Rule 15 B.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Cal-OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil contractor(s)). • Intercept/tie-In work must be coordinated with SCE's clvll contractors through the Division lnspector/P-Spec to limit exposure of excavation(s). Customer is responsible for securing excavation(s). DOB: 11/13/1B IIIJEallOUNB IIIMCEALERI' Contact USA Dlal 811 orl00-422-4133 -clgll11l---llllt For Underground Locating Two Working Days Before You Dig D16: Rev. 05/28/20 WARNING rnE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT Wlrn UNDERGROUND FACILITIES 'M-ilCH MAY RESULT IN INJJRY TO PERSONS OR DAMAGE TO FACILITIES IN rnE AREA. rnE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PRO'v1DED, ARE BELIEVED TO BE ACCURATE, HO~R. rnE FINAL DETERMINATION OF EXACT LOCATIONS AND rnE COST OF REPAIR TO DAMAGED FACILITIES IS rnE RESPONSIBILITY OF rnE EXCAVATOR. NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 (RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICA TlON PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). NON-RESIDENTIAL SERVICE PEDESTAL 0-200 AMPS 0-600 VOLTS SEE ESR 3-15 ENCLOSING COVER HINGED DEMAND RESET METER W/ 'v1EWING WINDOW FRONT PULL SECTION AND COVER REQUIRED CLEAR AND LEVEL WORKING SP ACE. SEE NOTE 2. REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTES 2 & 3. NOTES: <Q LI 4 ----3'-7 SIDE VIEW 1. ALL TERMINATING ENCLOSURES SHALL BE PRO'v1DED 24-HOUR ACCESSIBILITY FOR INSTALLATION AND MAINTENANCE OF THE COMPANV'S FACILITIES. ACCESS MUST BE THROUGH WALKING SPACE AFFORDING NOT LESS THAN 7 FEET IN HEIGHT AND 3 FEET IN WIDTH AND BE ACCEPTABLE TO THE COMPANY. 2. A PERMANENT, LEVEL STANDING-AND-WORKING SURFACE SHALL BE PROVIDED. IT SHALL BE CLEAR AND UNOBSTRUCTED, AT LEAST EQUAL TO THE WIDTH AND HEIGHT OF THE TERMINATING ENCLOSURE SPACE AND EXTENDING NOT LESS THAN 3 FEET IN FRONT OF ALL TERMINATING ENCLOSURES AND THEIR HOUSINGS. IN NO CASE SHALL THE HEIGHT OF THE CLEAR SPACE BE LESS THAN 6'-6". THE WIDTH SHALL NOT BE LESS rnAN 3 FEET. 3. NON-RESIDENTIAL SERI/ICE PEDESTALS 0-200A, SHALL BE LOCATED TO ALLOW 3 FEET OF CLEARANCE FOR TERM IN A TING ENCLOSURE IN REAR. CONSULT rnE LOCAL SER'v1CE PLANNING OFFICE FOR DETAILS. GREATER CLEARANCES ARE REQUIRED FOR HIGH-VOLTAGE INSTALLATIONS. REFERENCE & WORK WITH TD1755474 (RM IDLE FACILITIES) I I I 0 I I TFORD LGHT NEWPORT BEACH CA 92660 1 OOAMP PANEL 120/240V 1PHJ\m: 1KW OTON TIE-IN MADE THROUGH SIDE WALL OF STRUCTURE (Vault, Manhole, PME, SOE/CST, BURD, Slab Box, Pull Box, PMH) The customer is responsible to trench to the structure entrance point and bring the conduit to within 5' of the structure being entered. The customer is to provide slip coupling and conduit. 1 3" SCALE: 1" 20' 20 40 TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. 081: Rev. 09/23/09 T.L.M. DATA: 5109815 EXIST PROP SIZE KVA 25 6.5 25 7.5 VOLTAGE DROP 0.04% FLICKER FACTOR : N/A CUST 3 4 %LOAD 10 30 1 50' V9815 TO PED IN: 50' 1 /0 PLEX EX: V5109815 8'X22'X9'4" Tub TUB STYLE EX: 25KVA 120/240 12KV 1P VAULT RM: 1-CNN BAR INS LT DUTY #8-350 1 P 4-WAY IN: 1-CNN BAR INS LT DUTY #8-350 1P 6-WAY CF: 50-CM DUCT 2 1/2" TO 4" (V9815 TO PED) CF: 50-CM DUCT FOR EXCAVATION 1 IN: 50-CBL 2-1/0 1-2 AL 3-1/C 600V CLP PLEX (V9815 TO PED) Ml: 25-CBL 2-1 /0 1-2 AL 3-1 /C 600V CLP PLEX IN: 1-MTR KWH 30A 120 /240 1 P 3W (MSR#:) PROJECT REQUIREMENTS (Y /N) EDISON EASEMENT REQUIRED [NJ PWRD 88 REQUIRED [Y] UG CIVIL ONLY WORK ORDER [NJ PERMIT REQUIRED [Y] PERMIT TYPE: ENCROACHMENT OUTAGE REQUIRED [Y] OUTAGE DATE: ____ TIME: TRAFFIC CONTROL REQUIRED [Y] PED. TRAFFIC CONTROL REQ'D [NJ CONVEYANCE LETTER REQ'D [NJ ENVIRONMENTAL CLEARANCE REQ'D [NJ CSD 140 (TLM) REQ'D [NJ DI 24: Rev. 02 08 18 ona P/ Toya:,l.3 !o.btor:s. ... "' ~ ~ L1l:-arty BaptlBI J!" Chu rch & Newi:-:i1t ~ ch n~t1u1n S:ho~I l :; DISTRICT PROJ. MGR. N A PLANNER JANESKI, KELLIE NOEL DESIGNER US Post L.a I Offt:e M~ln Branch 33 -HUNTINGTON BEACH PHONE PHONE 714-895-0410 DOMINGUEZ, MARYi PROJECT NO. SER'v1CE REQUEST MSR NO. PRODUCT-1 ASSOC DESGN 2021901 2920492 (SEE MAP) 1727700-ST LT INSTALLATION 1299216 CIRCUIT / VOLTAGE THOMAS GUIDE PRODUCT-2 ASSOC DESGN GOLDWATER 12KV W/W TD1755474 1321546 SUB PG NO. CIRCUIT CODE PRODUCT-3 ASSOC DESGN MACARTHUR / B2 07418 N/A N/A INVENTORY MAP 31-14D-3 J.P.A. NO. N A PROPOSED CONSTRUCTION (LOCATION) 1--~--~--~~-----~------<TD1727700 -ST LT INSTALLATION 218 HARTFORD LGHT NEWPORT BEACH, CA 92660 F ECW KNJ MLD 54410 TYPE DATE APPROVED BY CHECKED BY DRA'MII BY PAX # SHEET DESIGN\DRWG NO. Southern California Edison Company 1 ---OF 1 1299216 0.01 2227 2223 2221 2215 901 2244 2238 3KW 0TON 120/240V 100AMP PANEL 1PHASE 2244 ALTA VISTA LGHT NEWPORT BEACH CA 92660 Contact USA Dial 811 or 800-422-4133 www.digalert.org/contact CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor /Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the type of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CO 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CO 180.1 & UGS CD 180.2 h. Install pull rope In all conduit runs. Pull rope to be at least 3/8" polypropyiene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4 • and 5• in diameter so• for s• diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AIIID BACKFILl: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be In accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete. and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. f. Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 Inches of direct-buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2' screen, place imported sand 3" below and 12' above Edison cables. After this point, no rocks larger than 12• diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, Including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jJrisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALiS: 'Mien required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24' above the pad surface at a distance of 5 feet from the some, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor /Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibnity of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property comers, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this Job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning detaHs of their installation should be referred to the company concerned. 16. Ol'ltJERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are In conformity with Southern California Edison Company's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jJrisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric sr-,tern by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: ENRIQUE CORTEZ Cabling Construction Coordinator: DOS: Rev. 07 /21 /16 UNDERGROUND SERVICE ALERT For Underground Locoting Two Working Days Before You Dig 016: Rev. 05/28/20 Phone: 714-895-0448 Phone: FINAL DESIGN APPROVED FOR CONSTRUCTION NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 (RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT VtlTH UIIIDERGROUND FACILITIES WHICH MAY RESULT IN IN.lJRY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES. AS PROv1DED, ARE BELIE',{() TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. 1· --1---3• DIRECT BURIAL SIMILAR CONSlRUCTlON FOR FE'NER CONDUIT 2 CONDUITS MAX. 0 D81: Re,. 09/23/09 TYPICAL HANDHOLE INSTALLATION SEE UGS HP 205 TYPICAL ASSEMBLY (WITHOUT COVER) LOCATE CONDUITS ALONG A NARROW END OF HANDHOI.£. CRUSHED ROCK ALL COVERS TO BR IDENTIFIED 'MTH "EDISON" IN 1 /2" (MIN) BLOO< RECESSED LETTERS. TYPICAL COVER CONDUIT LOCA llON SECTION A-A NOTES: 1. SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90' PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPENING. 3. TWO HOLD DOWN DEVICES TO BE SUPPLIED WITIH EACH HANDHOLE. D75 REV. 05/09/13 NON-RESIDENTIAL SERVICE PEDESTAL 0-200 AMPS 0-600 VOLTS SEE ESR 3-15 ENCLOSING COVER HINGED DEMAND RESET METER W/ VIEVtlNG VtlNDOW FRONT 1 PULL SECTION AND COVER REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTE 2. REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE IIIOTES 2 & 3. NOTES: q ii Ll q <1 q .. ,II SIDE VIEW -----3'- ii q· 7 1. All TERMINATING ENCLOSURES SHALL BE PROVIDED 24-HOUR ACCESSIBILITY FOR INSTALLATION AND MAINTENANCE OF THE COMPANY'S FACILITIES. ACCESS MUST BE THROUGH WALKING SPACE AFFORDING NOT LESS THAN 7 FEET IN HEIGHT AND 3 FEET IN VtlDTH AND BE ACCEPTABLE TO THE COMPANY. 2. A PERMANENT, LEVEL STANDING-AND-WORKING SURFACE SHALl BE PROVIDED. IT SHALl BE CLEAR AND UNOBSTRUCTED, AT LEAST EQUAL TO THE 'MDTH AND HEIGHT OF THE TERMINATIIIIG ENCLOSURE SPACE AND EXTENDING NOT LESS THAN 3 FEET IN FRONT OF All TERMINATING ENCLOSURES AND THEIR HOUSINGS. IN NO CASE SHALl THE HEIGHT OF THE CLEAR SPACE BE LESS THAN 6'-6". THE VtlDTH SHALL NOT BE LESS THAN 3 FEET. 3. NON-RESIDENTIAL SERv1CE PEDESTALS 0-200A, SHALl BE LOCATED TO ALLOW 3 FEET OF CLEARANCE FOR TERMINATING ENCLOSURE IN REAR. CONSULT THE LOCAL SERv1CE PLANNING OFFICE FOR DETAILS. GREATER CLEARANCES ARE REQUIRED FOR HIGH-VOLTAGE INSTALLATIONS. \ I I ---- I I ----~ w I EX: 142' 4/0 DB~"-' P3089 TO H089A I --I "-' ~ ~ ~ ~ v:i ~ ~ -------- 1 3" 1 134' H089A TO PED IN: 134' 1 /0 PLEX ALNONJJ PL \ y-_ _J <{ 3 w 0 (J) _______ E_X_:_P_51_03_0_89 ___ PA_D __ I 1 I 48"x54" _ _ EX: 100KVA 12KV 120/240 1P ** SEE H089A FOR MA lERIALS ** 1----3----3-7-....... 3--p!...._7" ___ _ ---------------< CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, intercept or tie-in to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks are runs of conduit in close proximity to each other and other SCE facilities. A conduit stub is a single empty conduit stub that is not in close proximity to other SCE owned facilities. Refer to the work order map for details. • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Cal-OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil contractor(s)). • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division Inspector /P-Spec to limit exposure of excavation(s). Customer is responsible for securing excavation(s). DOB: 11/13/18 DISTRICT EX: H089A 17"x30"x15" PLASTIC CF: 134-3" DUCT (H089A TO PED) CF: 134-CM DUCT FOR EXCAVATION IN: 134-2-1/0 1-#2 CLP PLEX (H089A TO PED) Ml: 15-2-1/0 1-#2 CLP PLEX IN: 1-MTR KWH 30A 120/240 1P 3W MSR#: 8546139 SCALE: 1" = 30' 0 PROJECT REQUIREMENTS (Y /N) EDISON EASEMENT REQUIRED [NJ PWRD 88 REQUIRED [NJ UG CIVIL ONLY WORK ORDER [NJ PERMIT REQUIRED [NJ PERMIT TYPE: .c..:N.L./-'-'A'------ OUTAGE REQUIRED [NJ OUTAGE DATE: N /A TIME: N /A TRAFFIC CONTROL REQUIRED [NJ PED. TRAFFIC CONTROL REQ'D [NJ CONVEYANCE LETTER REQ'D [NJ ENVIRONMENTAL CLEARANCE REQ'D [NJ CSD 140 (TLM) REQ'D [NJ Jron.::i Del ,1ar High 5:hool ady Quee~ Angele. ii .?. Chu1ch Jr II 30 Al•ppo sn~, ./!! ., :i "' ~ PLANNER JANESKI, KELLIE NOEL DESIGNER 60 33 -HUNTINGTON BEACH PHONE 714-895-0410 DOMINGUEZ, MARVI T.L.M. DATA : 5103089 SIZE KVA CUST '.7ol.OAD EXIST 100 65 16 65 PROP 100 69 17 69 VOLT AGE DROP 1.60% FLICKER FACTOR : N/A PROJECT NO. SERVICE REQUEST 2021902 2920493 CIRCUIT VOLTAGE GOLDWATER 12KV MSR NO. (SEE MAP) THOMAS GUIDE SUB PG NO. CIRCUIT CODE MACARTHUR / 82 07418 PRODUCT-1 1727701-ST LT INSTALLATION PRODUCT-2 N/A PRODUCT-3 N/A INVENTORY MAP 30-148-2 J.P.A. NO. N A PROPOSED CONSTRUCTION (LOCATION) 1--~--~--~~-----~----< TD1727701 -ST LT INSTALLATION 2244 ALTA VISTA F 3/19/21 ECW KNJ ~LD 54410 NEWPORT BEACH, CA 92660 --+------+------+-----1-----1 F 9/22/2020 ECW KNJ MLD 54410 TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX # SHEET DESIGN\DRWG NO. Southern California Edison Company 1 ___ QF 1299217 ASSOC DESGN 1299217 ASSOC DESGN N/A ASSOC DESGN N/A 1. 01 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor /Developer shall furnish the follawing items at no cost to the Edison Campany. Southern California Edison Campany has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the twe of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope In all conduit runs. Pull rope to be at least 3/8" pol)Propylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. i. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" In diameter ar smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excovations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and ~I governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Cantractor for all excavations ond shall include crushed rock, concrete, and/or Imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade. per UGS SS 590.1. f. Backfll, per Edison specifications, shall Immediately follow conduit or substructure Installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. Native backfDI capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that wm not damage the conduit or substructure or allaw future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed In such a manner that Interference with traffic, Including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures sh~I be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for l)l:)ical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Cantractor /Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable lacal ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations wm be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of oil sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade. etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job moy also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning detans of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Campany's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: ENRIQUE CORTEZ Cabling Construction Coordinator: D05: Rev. 07 /21 /16 UIIJEIIIIIDllll lEIMCEALEIO' ContactUSA Dlal 811 or 800..f22-4133 WW'.cllglll~ For Underground Locating Two Working Days Before You Dig 016: Rev. 05/28/20 Phone: 714-895-0448 Phone: FINAL DESIGN APPROVED FOR CONSTRUCTION NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 {RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES. AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWE'v£R, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. 0 DBl: Rev. 09/23/09 TYPICAL HANDHOLE INSTALLATION SEE UGS HP 205 TYPICAL ASSEMBLY (WITHOUT COVER) LOCATE CONDUITS ALONG A NARROW END OF HANDHOI.E. CRUSHED ROCK DIRECT BURIAL ALL COVERS TO BR IDENTIFIED 'MlH "EDISON" IN 1 /2" (MIN) BLOCK RECESSED LETTERS. TYPICAL COVER TYPE CONDUIT OR HOG 36" (MIN) RADIUS BEND. CONDUIT LOCA TIDN SECTION A-A NOTES: 1. SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90" PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPENING. 3. TWO HOLD DO'M'I DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. D75 REV. D5/09/13 NON-RESIDENTIAL SERVICE PEDESTAL 0-200 AMPS 0-600 VOLTS SEE ESR 3-15 ENCLOSING COVER HINGED DEMAND RESET METER W/ VIEWING WINDOW FRONT 1 PULL SECTION AND COVER REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTE 2. REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTES 2 & 3. NOTES: <1 .d .d <1 <1 . -.d SIDE VIEW i------3'- L> <1 • 7 4· <1 41 1. ALL TERMINATING ENCLOSURES SHALL BE PROVIDED 24-HOUR ACCESSIBILITY FOR INSTALLATION AND MAINTENANCE OF THE COMPANY'S FACILITIES. ACCESS MUST BE THROUGH WALKING SPACE AFFORDING NOT LESS THAN 7 FEET IN HEIGHT AND 3 FEET IN WIDTH AND BE ACCEPTABLE TO THE COMPANY. 2. A PERMANENT, LEVEL STANDING-AND-WORKING SURFACE SHALL BE PROVIDED. IT SHALL BE CLEAR AND UNOBSTRUCTED, AT LEAST EQUAL TO THE WIDTH AND HEIGHT OF THE TERMINATING ENCLOSURE SPACE AND EXTENDING NOT LESS THAN 3 FEET IN FRONT OF ALL TERMINATING ENCLOSURES AND THEIR HOUSINGS. IN NO CASE SHALL THE HEIGHT OF THE CLEAR SPACE BE LESS THAN 6'-6". THE WIDTH SHALL NOT BE LESS THAN 3 FEET. 3. NON-RESIDENTIAL SERVICE PEDESTALS 0-200A, SHALL BE LOCATED TO ALLOW 3 FEET OF CLEARANCE FOR TERMINATING ENCLOSURE IN REAR. CONSULT THE LOCAL SERVICE PLANNING OFFICE FOR DETAILS. GREATER CLEARANCES ARE REQUIRED FOR HIGH-VOLT.t,GE INSTALLATIONS. ---- 222.7 ---- \ I I I I ~ w \ P3089 TO H089A I EX: 142' 4 /0 DB ~w 2223 I 2221 ~ ~ ~ ~ vi ~ ~ 1 78' H089A TO PED IN: 78' 1/0 PLEX 6' 100AMPPANa 1201240V 1PHASE 3KW 0TON A.lJllOHIJ P.l I I 901 ----1---- 2244 14' 2238 EX: P5103089 48"x54" EX: lOOKVA 12KV 120/240 1P ** SEE H089A FOR MA 1ERIALS ** EX: H089A 17"x30"x15" PLASTIC CF: 78-3" DUCT (H089A TO PED) CF: 78-CM DUCT FOR EXCAVATION PAD IN: 78-2-1/0 1-#2 CLP PLEX (H089A TO PED) Ml: 15-2-1/0 1-#2 CLP PLIX IN: 1-MTR KWH 30A 120/240 1P 3W MSR#: 8546139 2232 AL TA VISTA LGHT NEWPORT BEACH CA 92660 1 I SCALE: 1" = 30' 2215 CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, intercept or tie-In to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facilities may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks are runs of conduit in close proximity to each other and other SCE facilities. A conduit stub is a single empty conduit stub that is not in close proximity to other SCE owned facilities. Refer to the work order map for details. • Per CPUC/SCE's Rule 15 8.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations {with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Cal-OSHA, locol, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil contractor(s)). 2332 PROJECT REQUIREMENTS (Y /N) EDISON EASEMENT REQUIRED [ill PWRD 88 REQUIRED [ill UG CIVIL ONLY WORK ORDER [ill PERMIT REQUIRED [ill PERMIT TYPE: ~N_,_/~A~---- OUTAGE REQUIRED [ill OUTAGE DATE: N /A TIME: N /A 0 :.ron.a Del far High :SC hoo I 8dy Oui.@n Angel& 11 & Churt:h >r l ti 30 Alappo Sl 0 :J l 60 • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division Inspector /P-Spec to limit exposure of excavatlon(s). Customer is responsible for securing excavation(s). TRAFFIC CONTROL REQUIRED [ill PED. TRAFFIC CONTROL REQ'D [ill CONVEYANCE LETTER REQ'D [ill ENVIRONMENTAL CLEARANCE REQ'D [ill CSD 140 (TLM) REQ'D [ill l PROJECT IITE DOB: 11/13/18 T.L.M. DATA : 5103089 SIZE KVA CUST %LOAD EXIST 100 65 16 65 PROP 100 69 17 69 VOLTAGE DROP 1.60% FLICKER FACTOR : N/A D124: Rev. 02/08/18 DISTRICT PROJ. MGR. N A PLANNER JANESKI, KELLIE NOEL DESIGNER 33 -HUNllNGTON BEACH PHONE PHONE 714-895-0410 DOMINGUEZ, MARYi PROJECT NO. SERVICE REQUEST 2021902 2920493 CIRCUIT / VOLTAGE GOLDWATER 12KV MSR NO. (SEE MAP) THOMAS GUIDE SUB / PG NO. CIRCUIT CODE MACARTHUR/ 82 07418 PRaDUCT-1 1727701-ST LT INSTALLATION PRODUCT-2 N/A PRaDUCT-3 N/A INVENTORY MAP 30-148-2 J.P.A. NO. N A PROPOSED CONSTRUCTION (LOCATION) 1--~--~--~,......._ __ ___,,_ ___ ~----<TD1727701 -ST LT INSTALLATION F 9/22/2020 ECW KNJ MLD TYPE DATE APPROVED BY CHECKED BY DRAWN BY Southern California Edison Company 2232 ALTA VISTA NEWPORT BEACH, CA 92660 54410 PAX # SHEET _1_0F DESIGN\DRWG NO. 1299217 ASSOC DESGN 1299217 ASSOC DESGN N/A ASSOC DESGN N/A 0.01 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor /Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CO 100.1, 110 AND 120. d. For the twe of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CO 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CO 180.2 h. Install pull rope in all conduit runs. Pull rope to be at least 3/8" polwropylene rope, braided or twisted. For specifications. approved makes, and suppliers, see UGS GI 040. I. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" In diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILl.: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yord sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. f. Backfll, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 Inches of direct-burled cables or any conduit without concrete encasement. Native backfDI capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that wnl not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or Installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and Installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for twicol space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor /Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be In accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibnity of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of oll sidewalks ond driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stokes placed prior to the start of the instollotion. In addition, Developer shall maintain the markers during the Installation and Inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cast of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the focilities to be installed for the telephone company and/or other utility. Any questions concerning detans of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer Is to deed to the Edison Company oll structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used In meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jlrisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: ENRIQUE CORTEZ Cabling Construction Coordinator: Phone: 714-895-0448 Phone: 005: Rev. 07 /21 /16 FINAL DESIGN APPROVED FOR CONSTRUCTION CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers ore not allowed to enter, intercept or tie-in to existing SCE facilities; e.g. structures, equipment, multi-conduit runs/banks, or conductors. These facllltles may be energized and the work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing conduit stub without a SCE inspector present. • Multi-conduit runs/banks are runs of conduit in close proximity to each other and other SCE facilities. A conduit stub is a single empty conduit stub that Is not In close proximity to other SCE owned facllltles. Refer to the work order map for details. • Per CPLIC/SCE's Rule 15 B.1.A and Rule 16 D.1.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Cal-OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in worl< by SCE's underground civil contractor(s)). • Intercept/tie-In work must be coordinated with SCE's clvfl contractors through the Division Inspector /P-Spec to limit exposure of excavation(s). Customer is responsible for securing excavation(s). DOB: 11/13/18 UNDERIIIOUNB IBMCEM.ERI' Contact USA Dlal 811 or&00-422-4133 _ ...... .....,.. .... For Underground Locating Two Working Days Before You Dig DI 6: Rev. 05/28/20 WARNING lliE EXCAVATOR MUST TAKE ALL SlEPS NECESSARY TO AVOID CONTACT Willi UNDERGROUND FACILITIES ~ICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. lliE INDICATED LOCATIONS Of EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HO\\£\IER, lliE FINAL DETERMINATION Of EXACT LOCATIONS AND lliE COST OF REPAIR TO DAMAGED FACILITIES IS lliE RESPONSIBILITY OF lliE EXCAVATOR. NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 (RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY lHE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). NON-RESIDENTIAL SERVICE PEDESTAL 0-200 AMPS 0-600 VOLTS SEE ESR 3-15 ENCLOSING COVER HINGED DEMAND RESET METER W/ VIEWING WINDOW FRONT PULL SECTION AND COi/ER REQUIRED CLEAR AND LEI/EL WORKING SPACE. SEE NOTE 2. REQUIRED CLEAR AND LEVEL WORKING SPACE. SEE NOTES 2 & 3. NOTES: <1 .d <1 '<1 SIDE VIEW <1 -.d ----3'- A <1 • 7 4 <1 1. ALL TERMINATING ENCLOSURES SHALL BE PROVIDED 24-HOUR ACCESSIBILITY FOR INSTALLATION AND MAINTENANCE OF THE COMPANV'S FACILITIES. ACCESS MUST BE lliROUGH WALKING SPACE AFFORDING NOT LESS lliAN 7 FEET IN HEIGHT AND 3 FEET IN WIDTH AND BE ACCEPTABLE TO THE COMPANY. 2. A PERMANENT, LEVEL STANDING-AND-WORKING SURFACE SHALL BE PROVIDED. IT SHALL BE CLEAR AND UNOBSTRUCTED, AT LEAST EQUAL TO THE WIDTH AND HEIGHT OF THE TERMINATING ENCLOSURE SPACE AND EXTENDING NOT LESS THAN 3 FEET IN FRONT Of ALL TERMINATING ENCLOSURES AND THEIR HOUSINGS. IN NO CASE SHALL THE HEIGHT OF THE CLEAR SPACE BE LESS THAN 6'-6". lliE WIDTH SHALL NOT BE LESS THAN 3 FEET. 3. NON-RESIDENTIAL SERVICE PEDESTALS 0-200A, SHALL BE LOCATED TO ALLOW 3 FEET Of CLEARANCE FOR TERMINATING ENCLOSURE IN REAR. CONSULT lliE LOCAL SERVICE PLANNING OFFICE FOR DETAILS. GREATER CLEARANCES ARE REQUIRED FOR HIGH-VOLTAGE INSTALLATIONS. 0 EX: P5102908 48"x54" EX: 75KVA 12KV 120/240 1P CF: 60-3" DUCT (P2908 TO PED) CF: 60-CM DUCT FOR EXCAVATION PAD IN: 60-2-1/0 1-#2 CLP PLEX (P2908 TO PED) Ml: 20-2-1/0 1-#2 CLP PLEX 2621 BUNYA IN: 1-MTR KWH 30A 120/240 1P 3W MSR#: 8526769 2615BUNYA 1 3" 1 60' P2908 TO PED IN: 60' 1 /0 CLP PLEX SCALE: 1" = 30' 30 60 TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 DIRECT BURIAL SIMILAR CONSTRUCllON FOR FEWER CONDUIT 2 CONDUITS MAX. DB1: Rev. 08/23/09 T .L.M. DATA : 5102908 EXIST PROP SIZE KVA 75 38 75 40 VOLTAGE DROP 0.12% FLICKER FACTOR : N/A CUST 11 12 %LOAD 51 53 TIE-IN MADE THROUGH BOTTOM OF STRUCTURE (Pad, Primary Splice Box) The customer is responsible to trench and bring the conduit to within the last riser bend of the structure being entered (do not undermine structure being entered). The customer Is to provide coupling and bend. 100AMP PANEL ' , 120/240V 2KW 1PHASE ~ ~1 BlACKlHORN OTON ~ 2615 BLACKTHORN ST LGHT NEWPORT BEACH CA 92660 2615 BLACKTHORN ~ ~I)~ e ~ ~¼ .,.,,.>J.,, 0' {J~., PROJECT REQUIREMENTS (Y /N) :.h,; ~ PROJECT IITE . EDISON EASEMENT REQUIRED [m 'J ...... PWRD 88 REQUIRED [r] ",, ~ % .:; UG CIVIL ONLY WORK ORDER [m !:So_. .... 'f c:)' <I'_. Cti,.,,tJ, PERMIT REQUIRED [m ........ ~-"' f>/ ,.,.,, PERMIT TYPE: N /A :;@ "'o., 0f,. I ., "''~t <,J i',_ fls .,, .. ~ ., OUTAGE REQUIRED [r] ~ ~ ,,,-,;; t ~IS <> 0/ ~ &" ~ .fl OUTAGE DATE: TIME: "'"' "',., :$' : ,..,. --," ~ '!l it ..,. ,.."' [m :x ~t <i I TRAFFIC CONTROL REQUIRED ~o ts> ~ .. " PED. TRAFFIC CONTROL REQ'D [m le" CONVEYANCE LETTER REQ'D [m i,e1Ii~..St s P.,;,, ~ [m '&.1 ENVIRONMENTAL CLEARANCE REQ'D ~-&">- Aleppo Sl ,;j <o-, r: CSD 140 (TLM) REQ'D [m ,. (I .. ~ ,!J = ,. l!a _ <>;. !)r "' _ ; D124: Rev. 02 OB 1B DISlRICT DESIGNER 33 -HUN~NGTON BEACH PROJ. MGR. N A PHONE PLANNER JANESKI, KELLIE NOEL PHONE 714-895-0410 DOMINGUEZ, MARYi PROJECT NO. SERVICE REQUEST 2036716 2934932 CIRCUIT / VOLTAGE GOLDWATER 12KV SUB PG NO. MACARTHUR / B2 MSR NO. (SEE MAP) THOMAS GUIDE CIRCUIT CODE PRODUCT-1 1737320-ST LT INSTALLATION PRODUCT-2 N/A PRODUCT-3 N/A INVENTORY MAP 31-148-8 J.P.A. NO. N A PROPOSED CONSlRUCTION (LOCATION) 1--~--~--~~-----~---<TD1737320 -ST LT INSTALLATION 2615 BLACKTHORN ST LGHT NEWPORT BEACH, CA 92660 F 10/6/2020 ECW KNJ MLD 54410 TYPE DATE APPROVED BY CHECKED BY DRAWN BY PAX II SHEET DESIGN\DRWG NO. Southern California Edison Company 1 ---OF 1 1307469 ASSOC DESGN 1307469 ASSOC DESGN N/A ASSOC DESGN N/A 0.01