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HomeMy WebLinkAbout2497LEGEND EXISTING STREET LIGHT om, H EXISTING MANHOLE EXISTING FIRE HYDRANT (18" W�-- EXISTING UTILITY LINE EXISTING UTILITY POLE DIRECTION OF DRAINAGE (99 EXISTING CONTOUR 9191, 'J'Al DESIGN CONTOUR PROPOSED CURB PROPOSED 8 CURB & GUTTER 1 P OPIOSED S TRE E T LIGHT AND SHALL BE SOL EL Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESbL T ING DIRECTLY OR LIST OF ABBREVIATIONS INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOW ON THESE PLANS."- 4. A PERMIT SHALL BE, OBTA IAED�' FROM THE CITY �OF RANCHOCXAM-liONGA, PUBLICWORKS, ENGINEERING BS BOTTOM OF STAIRS FINISH SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF R4N0q0,­, SURFACE ELEVATION aXAA06A EASEMENT OR RIGHT-OF-WAY. BW BOTTOM OF WALL 5. ALL GRADE STARES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STARES SHALL BE SET CF CURB FACE AT ALL HINGE POINTS EDT OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER CB CURB AS NEEDED AT WARPED 50, OR VERTICAL CURVE AREAS. 6. ALL S WATER, ELECTRIC, GAS: PHONE OR OTHER UTILITY LATERALS, MAINS, OR C FL FLOWLINE - INE SHALL BE CONSTRUCTED PRIOR' TO PAVING. FS FINISH SURFACE 7. COMPACTION TESTS- OF EMBANKMENT CONSTRUCTION, TRENCH BACWILL.l. COMPACTING ORIGINAL GROW GB GRADE BREAK T AND ALL S DES SHALL BE PERFORMED AT NO COST TO THE CITY OF RAN O)CAIMUC4. �A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL GTR GUTTER PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. P H HIGH POINT 8t AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBU I TT TO THE CITY 'S_­--.N3INE , �, INV. INVERT ELEV. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVIAG, LP LOW POINT 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY TB TOP OF BERM ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R�MLUE, SIEVE ANALYSIS,,. AND SAND EQUIVALENT OF AGGREGATE BASE., C TOP OF CURB 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-:VALUE AND PAVEMENT TESTS TAKEN TO TG TOP OF GRATE ELEV. DETERMINE STRUCTURAL SECTIONS, TF TOP OF FOOTING ELEVATION 11 WHEN IMPROVEMENTS ARE TO BE PLACED ONNATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, TR TOP OF RETAINING PORTION OF THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE ,, AV WALL ELEVATION ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN TS TOP OF STAIRS FINISH SURFACE THE N4 Ti VE MATERIAL. ELEVATION 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON St�_ SUB -GRADE, A SOILS STERILANT REGISTERED --BY TW TOP OF WALL ELEVATION THE E.P.A. FOR USE UNDER A. C AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR M FULL PAVEMENT WIDTH PRIOR TO PAVING. ECR END OF CURB RETURN ESTIMATE OF QUANTITIES- IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF 17*E �B CR BEGIN CURB RETURN1J. DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMDETERMINATIONOF CONSTRUCTION QUANTITIES BEFORE moc MIDDLE OF CURVE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 77�� PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ES7IMA7T OF QUANTITIES_ SHALL BE CONSIDERED AS INCLUDED IN THE OTHERPi 0 ll�ARk POINT OF INTERSECTION 14. STREET SIGNS PER CITY OF RANCHO CUCAA0\GA STANDARD NUMBERS 40 1 -A AND 40 1 -B SHALL BE CON, S TRUC TED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITYFORI T- CORREUTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REWIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Ail 16. WORK, SITE AND EXTERTOR ST_R_'_ORDERLY STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, STATE, 7IRR)GqOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. w 17. CONTACT ALL UTILITY COMPANIES AS REWIRED 481 fORS PRIOR TO EXCAVATION. PROVIDED FOR ARROW Rt YOUR CONVENIENCE ARE THE FOLLOWING, ,STREET CONSTRUCTION NOTES: QUANTITIES (D CONSTRUCT 5" AC PAVEMENT OVER 6 " A GGRG T E BASE (SEE GENERAL NOTES TES 9 AND 10) 700 SF CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO 0,UA064 STD PLAN 103 440 SF CONSTRUCT A2-81 UM &GUTTER: PER CITY OF RANCHO CX4 O INSTALL 9500 LUMEN LED STREETLIGHT PER SHEETS 3 AND 4 1 EA O CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CL0h0\& STD. PLAN 101, TYPE 'C", W=735 I EA O INSTALL STREET TREE PER NOTES AND LEGEND ON SHT 1. 1 EA Oi 1 SANCUT EXIST. AC TO CLEAN STRAIGHT LINE 1010 LF O GRIND EXIST. AC PAVEMENT (0.1' DEPTH x 41 WIDE) & CONSTRt)CT AC OVERLAY 400 SF Os RELOCATE EXIST. SIGN. INSTALL R26 SIGN UNDER EXISTING W3-3 SIGN. 1 EA ENSURE 7 MIN. CLEARANCE TO BOTTOM OF LOWEST SIGN io CON57MX T 8 " A. C. BERM 20 LF tt PAINT 4 2' SOLID WHITE LINE PER CAtVJTW DETAIL 217B & Cl TY STD 133 110 LF CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CLUbUG4 STD. PLAN 107-A 1 EA 26 LF SHEET INDEX 0 DRIC 21015-014 �991 ommommml FIN 1111 UON .. . .. .. .... .. .. . ......... ......... .... . . .... ....... . .. ..... . ...... ......... ... ............... ... .... .. .. ... ...... ... . . . RENEE= mmmmmommm mmmmomm MENOMONEE= Ill I ONE= .... ... ... . MENNEN= .... ---- ----- --- STREET CO,NSTRUCTION NO, TESO ..... ... .... . ....... . . .. ........ ... ...... ....... .. . .... ..... . . ...... LL CONSTRUCT 5 A C PA VEMENT MER AGGR63A TE 64SE (SEE GEMRAL A07ES 9 ANO 101), CONSTRUCT P.C. C. SIDEW4LK PER CITY OF RAN0V CUC4M0NGA STD. PLAN 103 L ..... . ..... .. .. ... .......... LL LL Cc CONSTRtJCT A,2�8 aRB & GUTTER PER CITY 0, RAAO�O CUCAhVEA STD PLAN 104 Z�05lo 2 U4 116TALL 9:50 LED STREETLIGT PER SHEETS 3 AAC 4 L UYEN ...... .... . .. . . ........ .. . . .. . .... ... '7 U5 CITY OF RANCHO aLAA06A STD. P TYPE )C?, W=35 AN 10 1 I n 0 NSTALL STREET 77�EE PER NOTES AAV L ... . ... . ...... ..... ....... .. .. ....... ... ..... ... . ........ . .. . ..... .. ....... ........ .. 85% ...... C U7 E SAWCUT EXIST. AC TO CLEAN STRAIGHT LIN 1�48% (0. 1' GRIND EXIST. AC PA�ACNT DEPTH x 4' WIDE) & CONSTRUCT AC OVERLAY RELOCATE EXIST. S16N. INSTALL R26 (S)(CA) SIGN LMER EXISTING K3-J SIGN 4, n A 'ES LEAfMNCE TO BOTTOM OF LOW T SIGIV EAGURE 7' MIN. C ..... ......... ......... .. ......... ...... ... . . . . ..... ... . ............. ..... . ... ..... ... ... ..... UO CON A, C. BERM STRUCT 8"'A X E 15,77NIG f7Nl$MT-,; SU�-H, E, FAc� Ui PA INT 4 SOL ID NHI TE L ME PER CAMJTCD DETA IL 27B Cl TY STD 133 ... . ................ .... ..... ........ . �c ..... .. .... . CONSTRUCT CLR&SIDE DRA IN OUTLET PER Cl TY OF* RANCH0 aCA M S M PLAN, 1017 -A . .... ..... ... . . ................ ... . ..................... ............ ..... ................ ...... .. ... ... ......... .. .... ... .......... .. ....... ........ ... . ......... . . ..... . ............. ....... ...... .. ...... ...... ............ .......... .......... . ... . ... .. . ... ILI .. .... .... 00 '6 7 . ....... L C) r< 0ino Lo Q0 COURSE TABLE ................ . . ... .... ... .. ........ . ..... - ... ......... .......... . .. ... .. .... .. . ... ................ ... ........ .. ..... .......... . .......... z ..... . . .... .. .... Ln ........... CID -1- N '0 BEARINQItELTA RAD. LEN TAN. M33 056 `34 '*E 8.50 ................... .. .. ..... .... ... ......... .. . .. ..... .... ..... .... . ..... ... . . ........ .. :N G--,", F-IVNISMED ca ca L�L L0 1 cc LL A SlJRFA, T ir A 00 �o L4j ........... . ...... . . ... .... ... .. ..... 1, . ...... ... . .... .... . '2, RT Lj- PkOP05EV TC 9) .... .. ...... EX. RIGIT OF WAY Tc �-72 F1 FU7tff Lo (j .. . .... .... ................. .. .. . . . . . . . . . in L . . . . . . . . . . RT C) Ln LU cj -D LL- QD CQ 90 Ln CD N� 00 CZ) Q) ------- 3+40.55 B C� R9 ........... . txkj Cl LU N 06. 42 TC 05, 75 FL .......... ......... ..... ............. ...... .. ...... C) C) LLJ 00 3-2 RT 06. 7 1 DO 06. 791 FG C) E-A N,,-G . .. . .... R ,G 0 "! U- � � N-, " D AF8!9 52 16 0 -Q-A LLJ R 21 -- T --Qz F 0- n A' R 6. 50 ...... . ........... ............. .. .... . ............... .. ... ........... . .. ...... 2 - - ------- - .......... ... ........ ... 2 RT L 1:0. 20 ,,R PROFILE SCALE T�6. 9 wnPl 7 1 9n "I", M EX. EYLY RIW, EXIST. SIDEWALK U/ CONSTRUC'T A.C. FAVEAWNT OVERLAY TYPICAL SECTION GRO-VE A VENUE NO T TO SCALE Sta. 3+40.56.1to Sta. 44-4-0090 El Y 210: 10 0 SCALE 1 —20 1 4 I r al ; � I r L 4:0 60 NO- DESCRIPT10N OF CHANGE DATE CITY APPROVED Cl�Ty ol: A:i �N:� A c 0 cu�c :0 l�G PLAN VIEW 8591 GROVE. AVENUE WECA RE DIA L YSIS ROW 2018 -0:0310 of ESS I 0 APPR0VED BY.- DA TE S Zb� ts, -D E < A:Z: < CITY EN: INEER SON NVttbK� RCE# 6 7514 Zj Al DE'S N L. E. H. As iates: RECOMMENMD c NO 445219 SHH 0: "A 91737 5991 Layton Street Alta Loma C ---- IV DRAWN 11FAX (9049):: 941-4350 (9,09) 94 1-48: 4 c SHH OF 2018 :CHECKED LEH DRAWING 2491 DA TE OF� LAST REVISION: August 01, RGE 44,5291 MAY 3:0 20 18 awl Tud F I I ww I A` 1h.011 v I Tw I lkwj *-A: I I %-L-L- I L. A 101 11 A CONDUI T: A. MIN1" COVER !N S71REET OR" PAR Y IS 30'" BEL: Ow GU77ER' GRADE; UNLESS NOTED OT B. MINIMUM COVER ON PRIVATE PROPERTY IS 30'7 BELOW FINISHED GRADE, (MESS N07ED 0771ERWny-s- E_ C. CAP ALL MAINLINE CONDitM AND SERWCE CONDUIT& D. INS -TALL BLANK'CONDUT PLUGS IN ALL CONDUITS TE-RAW77NG INTO MULTS, AMNHOLES, PAW 1S.. SOES & ALL',)C4P LOCAPONS� PER CITY SPEOnCATIOW E INSTALL PULL ROPE IN ALL CONDUIT RLINS. PULL ROPE TO BE 3116" P F__ R­ .ENE OR POLYE7HnENE R BRAIDED OR TMSIED. F. ALL CO, VDIRT MUST BE_ M LED. AL IWINU CAPI 2. CONDUIT RADIUS REQUIR AE, N ME M A. THE MINIMUM R4 DIUS FOR BENDS ARE j6` FOR CONDUITS 3' IN! DJAMETER OR SAMLLER _12 48ff FOR COND07S 47 AND 5" IN DMMETER 601y FOR C0 lTS 6"l IN DZ4METER B. THE MINWUM RADIUS FOR ALL SWEEPS OF ALL A4MINE CONDUITS IS 12"-6,e 6JNLE-SS NOTED OTHERMSO. 3. EXCAtOTION AND 5ACkT7LL.- A. WORK ARE4 StALL fit CLEARED AND ROUGH G94DED TO 140NIN 41ff OF FIN4L GfMDE PRIOR TO HVSMLLA::77ON -OF CITY CONDUIT OR STRUCRJRES. B. ALL E__XCA!mT1ONS` SMLL BE IN ACCORDANCE MTH 71qE C4LWDRNA STATE CONSTRUC77ON 5AFFTY ORDERS"01 .... ... . At�RAdLt),j UIT ANU ALL UUVL�� LOU L ORVMN(;Lo!5. C. EACH 7RENCH TO BE A UWORM DEPTH BELO*` FN4L GR4DE PRIOR TO WSIALLAIM OF C/TX CONDIRT OR STRUC7URa __O_NS AND ShALL INCLUDE CR' ""ROCK D. BACKFILL ShAL,L BE PR ED BY THE CON7R4CTOR FOR ALL EXCAkATI CONCRETE ANDIOR IMPORKTED BACKFILL, W-HEN RE E a4CKT7LL WITH A MINIMUM OF ONE SACK PER YARD: SAND CEMENT SLURRY AROUND ANID, OIER MAtXTS`-AND Q MANHOLES AND AROUND PMH`as S W7H/N ONE FOOT OF F GRADE. w M 'k z F. BACRT7LL ShALL A4MEDMITLY FOLLOW SUBS7RUCTURE /NS7ALL-AWM AT NO 77ME ShALL CABLE BEF LEFT EXP6SED U, J, OVER 24 HOURS. 0 G. NO ROCKS ARE ALLOW-D W77MN 12" OF DIRECT�BURIO CABLES OR ANY CONDUIT WIT�MT CONCRETE ENCASEAENT, 10TIVE a4CK`F_ 112'" SCREX PLACE MdPOR7ED S4ND J" BELOlff-,AW XL DOES NOT PASS 774ROUGH A 12" ABOVE CITY CABLERAFTER THIS POINT N NO! ROCKS LARGER ThA 12" IN DI M, ARE PERMITTED. H. ALL 5ACKFXL ShALL BE COMR4CTED TO MEET OR EX= LOCAL ORDW4NCES OR 0!7�� REQUIREMEN7a ./T SMLL'` BE PLACED IN A U4NNER 7hAT WZLL NOT DAAAGE THE CONDUIT OR StWTRUC7UREALLOW fVTURE SUBSIDENCE OF 774E TRENCH OR SMCR)REa 4. PA ONG: z z W74ERE REQUIREA SMLL BE PLACED IN SUCH A M4NNER TWT INT W774 TNFTK INC -7 FIN PHOTOCELL ARM LENGTH F SthV 1ECH ELL -12-4 (SEE TABLE) OFTIONAL BANNER 30"w X 80:H WITH AMERON: BWNER S R BRACKET. L M3, Y P-) CATALOG NUBER BASPI UMITED TO ONE PER POLE AND ONILY ON 28 POLES MAX Alf 36"X36 OPTIOML TRAFFIC SIGN)(S),, PER CITY STM 401-8 OPTION STIREEU NAME '14% PER CITY STD. 401 —8 erg NOTE: 1 INMLL RANCHO CUCAMONGA a g -�U­ r_- CM4-4,A] t &A al I A,,1AP%11,w,-. A Inv r Koo cw7R4CM RESPONSaE apftl rdn:,fbrQm'W,t - to this ple edgge 3"'w Clear t 24" 8-5 MPH I w, am Too wwd or pooft 6 6-0 Ewd,11 ly v4dw8dro I TS 0 ---I r PE m ml INTERIGIR VIEW F WER PR: DUlCTS ml JNC 1909-9123-181 219::5 0 E. PHILADELPMA ST, 0: TAIRID CA 91761-8545 G C:AT. NO, H�EU16A-310-_M200 (MOD) N SEE DRAWT 6 51005381 FOR WIRING DIAGRAM 1210/ 24 0 v o 3 w 210"O AMP S UTILITY ---- - 191K AIC DISTRIBUTOR -ANIXTER CONTRACTOR FINISH C13 1JR EJ LT, EEN R El WHI TE El DK. GREEN OTHER RAW ALU NUM STATE INSPECTION RE:19UIRED 0 YES 0 NO 31 U1, LABEL IN11USTRIAL CONTROL E3 CABINET & BOXES NAMEPLATES ED BREAKER LD, PHE N 0L I C 0 CONTRACT NO�, LDCAT11EIN: POWER POLE NU PHOTOCELL REQUIRED 0 YES 0 :NO PHOTOCELL PROVISILINs r YES 10:1-0 N M R TERED UNDERGROUND SERVICE PEDEST L YEI S UNME iR NEMA 3' CON -STAINLESS STEEL HARDWARE HINGED ;n ALUMINUM #5052 PAj)LOCKABLE, a, LUG -ON: INTERIOR WILL ACCEPT BRYANT l G D11DOIR 1-1ASP I, MURRAY WEST OR AM S W' C/B 1 ALL FACTORY WIRING CODE GAUGE COPPER CONDUCTORS WITH 6001V INSULATION SERVIC: TERMINATIONS :NO, 6 AWG TO 250 MCM CU/AL MIATERIAL LIST NO, DESCRIPTI,"ON QLTY AMP: POLE:: KAIC MYERS P/N MAI BREAKER 1 2 2 i 10K BJE2 00 GaI174 H1N:rGED [k I ry E m: REIAll I LANDING D: TAIL, COVER RE: UVED FOR B:ASE DETAIL SEE SHEET FD-1617 1004[ MOUNTUNG: FREES- NID NG VOLTAGE,,,- 240 BUS RAITING. RA C: TED TYPE-, SERVICEPEDE'S L (UN METERED LS- 2): PHASE: 1. A11C. 113,UTI R ON 12,, 1, -3 DIST 2 ENCLOSURE: NEMA 3-R (STAINLESS STEEL) WI iES& A :P M - 200A/ 27. OTI R N,0TE TRIIP CKT CKT T1 i -S. TRIP E j 0 N DESCRUP A B DBC ]PT10N OG: CONTROt WIRE 1 20A/lp 2 1 MAIN BREAKER OJ it'! ... .. ..... V200 3 4 24O. 0.00 6,00 5 STREET, LIGHTING 20A/1P 1 0.361 01*00! 6 7 0.001: 00 00 00: 9 0.001 0.: 10 11 O.Do:: 0.00 12, AMPS PER LINE.- 1.31- 0.00 S 70T AL K 0.16 UBT VA 0. 16 KVA @ 125%: LCQ 0.851 0.20 -S, KVA: TOTAL FEEDER) N T07AL M1 IM-4UMFEEDER SIZE (AMP NDTESO� P` 0 0TOCEL-L, CONTRACTOR, AND TEST SWITCH AS REQUI; FACTURER TO PROV, DE 'ELL. MIANU TO, I-C: BYP 0 OL E DATE At 0 L APPROVED BY: 4, --"E# 67514 CITY ENGINEER Y R( JASON WEL,DA Z RECOM aMENDED tes NO. 445219 rn, DESIGN L. E. H. Assiolci m SHH 5990 Layton Street Alta Lorna CA 91737 (9�oLq) 9:41-4817FAX (909)-4350 DRAWN _1 IVI IvV SHH OF, W- OF 0. CHE G K -ED DRAWING �N. G �MAY 30 DA 21018 TE OF LAST REVISTON: August 0: 1, 210 18 LEH R � 4-4 - 529 NINE OMNI I _111101 I 111m -7 FIN PHOTOCELL ARM LENGTH F SthV 1ECH ELL -12-4 (SEE TABLE) OFTIONAL BANNER 30"w X 80:H WITH AMERON: BWNER S R BRACKET. L M3, Y P-) CATALOG NUBER BASPI UMITED TO ONE PER POLE AND ONILY ON 28 POLES MAX Alf 36"X36 OPTIOML TRAFFIC SIGN)(S),, PER CITY STM 401-8 OPTION STIREEU NAME '14% PER CITY STD. 401 —8 erg NOTE: 1 INMLL RANCHO CUCAMONGA a g -�U­ r_- CM4-4,A] t &A al I A,,1AP%11,w,-. A Inv r Koo cw7R4CM RESPONSaE apftl rdn:,fbrQm'W,t - to this ple edgge 3"'w Clear t 24" 8-5 MPH I w, am Too wwd or pooft 6 6-0 Ewd,11 ly v4dw8dro I TS 0 ---I r PE m ml INTERIGIR VIEW F WER PR: DUlCTS ml JNC 1909-9123-181 219::5 0 E. PHILADELPMA ST, 0: TAIRID CA 91761-8545 G C:AT. NO, H�EU16A-310-_M200 (MOD) N SEE DRAWT 6 51005381 FOR WIRING DIAGRAM 1210/ 24 0 v o 3 w 210"O AMP S UTILITY ---- - 191K AIC DISTRIBUTOR -ANIXTER CONTRACTOR FINISH C13 1JR EJ LT, EEN R El WHI TE El DK. GREEN OTHER RAW ALU NUM STATE INSPECTION RE:19UIRED 0 YES 0 NO 31 U1, LABEL IN11USTRIAL CONTROL E3 CABINET & BOXES NAMEPLATES ED BREAKER LD, PHE N 0L I C 0 CONTRACT NO�, LDCAT11EIN: POWER POLE NU PHOTOCELL REQUIRED 0 YES 0 :NO PHOTOCELL PROVISILINs r YES 10:1-0 N M R TERED UNDERGROUND SERVICE PEDEST L YEI S UNME iR NEMA 3' CON -STAINLESS STEEL HARDWARE HINGED ;n ALUMINUM #5052 PAj)LOCKABLE, a, LUG -ON: INTERIOR WILL ACCEPT BRYANT l G D11DOIR 1-1ASP I, MURRAY WEST OR AM S W' C/B 1 ALL FACTORY WIRING CODE GAUGE COPPER CONDUCTORS WITH 6001V INSULATION SERVIC: TERMINATIONS :NO, 6 AWG TO 250 MCM CU/AL MIATERIAL LIST NO, DESCRIPTI,"ON QLTY AMP: POLE:: KAIC MYERS P/N MAI BREAKER 1 2 2 i 10K BJE2 00 GaI174 H1N:rGED [k I ry E m: REIAll I LANDING D: TAIL, COVER RE: UVED FOR B:ASE DETAIL SEE SHEET FD-1617 1004[ MOUNTUNG: FREES- NID NG VOLTAGE,,,- 240 BUS RAITING. RA C: TED TYPE-, SERVICEPEDE'S L (UN METERED LS- 2): PHASE: 1. A11C. 113,UTI R ON 12,, 1, -3 DIST 2 ENCLOSURE: NEMA 3-R (STAINLESS STEEL) WI iES& A :P M - 200A/ 27. OTI R N,0TE TRIIP CKT CKT T1 i -S. TRIP E j 0 N DESCRUP A B DBC ]PT10N OG: CONTROt WIRE 1 20A/lp 2 1 MAIN BREAKER OJ it'! ... .. ..... V200 3 4 24O. 0.00 6,00 5 STREET, LIGHTING 20A/1P 1 0.361 01*00! 6 7 0.001: 00 00 00: 9 0.001 0.: 10 11 O.Do:: 0.00 12, AMPS PER LINE.- 1.31- 0.00 S 70T AL K 0.16 UBT VA 0. 16 KVA @ 125%: LCQ 0.851 0.20 -S, KVA: TOTAL FEEDER) N T07AL M1 IM-4UMFEEDER SIZE (AMP NDTESO� P` 0 0TOCEL-L, CONTRACTOR, AND TEST SWITCH AS REQUI; FACTURER TO PROV, DE 'ELL. MIANU TO, I-C: BYP 0 OL E DATE At 0 L APPROVED BY: 4, --"E# 67514 CITY ENGINEER Y R( JASON WEL,DA Z RECOM aMENDED tes NO. 445219 rn, DESIGN L. E. H. Assiolci m SHH 5990 Layton Street Alta Lorna CA 91737 (9�oLq) 9:41-4817FAX (909)-4350 DRAWN _1 IVI IvV SHH OF, W- OF 0. CHE G K -ED DRAWING �N. G �MAY 30 DA 21018 TE OF LAST REVISTON: August 0: 1, 210 18 LEH R � 4-4 - 529 NINE OMNI I _111101 I 111m E m: REIAll I LANDING D: TAIL, COVER RE: UVED FOR B:ASE DETAIL SEE SHEET FD-1617 1004[ MOUNTUNG: FREES- NID NG VOLTAGE,,,- 240 BUS RAITING. RA C: TED TYPE-, SERVICEPEDE'S L (UN METERED LS- 2): PHASE: 1. A11C. 113,UTI R ON 12,, 1, -3 DIST 2 ENCLOSURE: NEMA 3-R (STAINLESS STEEL) WI iES& A :P M - 200A/ 27. OTI R N,0TE TRIIP CKT CKT T1 i -S. TRIP E j 0 N DESCRUP A B DBC ]PT10N OG: CONTROt WIRE 1 20A/lp 2 1 MAIN BREAKER OJ it'! ... .. ..... V200 3 4 24O. 0.00 6,00 5 STREET, LIGHTING 20A/1P 1 0.361 01*00! 6 7 0.001: 00 00 00: 9 0.001 0.: 10 11 O.Do:: 0.00 12, AMPS PER LINE.- 1.31- 0.00 S 70T AL K 0.16 UBT VA 0. 16 KVA @ 125%: LCQ 0.851 0.20 -S, KVA: TOTAL FEEDER) N T07AL M1 IM-4UMFEEDER SIZE (AMP NDTESO� P` 0 0TOCEL-L, CONTRACTOR, AND TEST SWITCH AS REQUI; FACTURER TO PROV, DE 'ELL. MIANU TO, I-C: BYP 0 OL E DATE At 0 L APPROVED BY: 4, --"E# 67514 CITY ENGINEER Y R( JASON WEL,DA Z RECOM aMENDED tes NO. 445219 rn, DESIGN L. E. H. Assiolci m SHH 5990 Layton Street Alta Lorna CA 91737 (9�oLq) 9:41-4817FAX (909)-4350 DRAWN _1 IVI IvV SHH OF, W- OF 0. CHE G K -ED DRAWING �N. G �MAY 30 DA 21018 TE OF LAST REVISTON: August 0: 1, 210 18 LEH R � 4-4 - 529 NINE OMNI I _111101 I 111m NDTESO� P` 0 0TOCEL-L, CONTRACTOR, AND TEST SWITCH AS REQUI; FACTURER TO PROV, DE 'ELL. MIANU TO, I-C: BYP 0 OL E DATE At 0 L APPROVED BY: 4, --"E# 67514 CITY ENGINEER Y R( JASON WEL,DA Z RECOM aMENDED tes NO. 445219 rn, DESIGN L. E. H. Assiolci m SHH 5990 Layton Street Alta Lorna CA 91737 (9�oLq) 9:41-4817FAX (909)-4350 DRAWN _1 IVI IvV SHH OF, W- OF 0. CHE G K -ED DRAWING �N. G �MAY 30 DA 21018 TE OF LAST REVISTON: August 0: 1, 210 18 LEH R � 4-4 - 529 NINE OMNI I _111101 I 111m ORANGE GROVE STREET n U M� a� �v r r -Ile�w - - i vr� xi EX. ST. 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