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Home My WebLink About2505 GENERAL NOTES: PROJECT CITY OF RA :�N :CH;�:0 - ::k.',,-. UCAM�:ON::,IGA LOCATION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO A A CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION N HILLSIDE ROAD SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS A AND SPECI: :CATIONS. 0 LAN N - CURRE: T EDITION, JNCLUD[ G ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR PRIVATES R T � I P� Rl: V Ml N 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY K:ND, TELEPHONE OR POWER POLESI, WATER METERS,, 0 VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LA RANCHO VEME _4U. -W ENT WORK IS TO BE DONE CUCAMONGA FONTANA RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEW TRACT NO . 2:0,042 UPLAND M I CLARSMONT SHALL BE THE RE 'OVED REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. COD 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE PRIVATE ST: EIETS MONTCLAIR GUASTI SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILMES RESULTING STRANG LANE DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN POMONA ON THESE PLANS. SAN:BERNARDINO COUNTY 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, RSIDE COUNTY RIVE CHfN0 ENGINEERING DEPARTMENT PR:IOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PPALOOSA A COURT iE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGIN ER. PAVING STAKES SHALL BE LOCATIQN1 MAP SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN Ol..Ol FOOT OF SUB-GRADE NOT TO SOALE PAVI ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL NG STAKES MAY BE VICARA DRIVE U ;ES REQUIRED BY CITY ENGINEER AS ::NEEDED AT WARPED OR VERTICAL CURVE AREAS. —-—-—-—-—-—-— GONSTR CTION NOTES QUANTIT11 R 6. ALL SEWER, WATER, ELECTRIC, GAS, 'PHONE OR OTHE U11LITY LATERALS, MAINS, OR CROSSINGS TRACT BOUNDARY SHALL BE CONSTRUCTED PRIOR TO PAVING. 1 CONSTRUCT e A.C. PAVEMENT OVER 4!' AGGREGATE BASE (PER GEOTECHNICAL REPORT) 7,4849 SF it CHO C -6 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL 119 1:8 17 —CONSTRUCT V' CURB: AND GUTTER PER-CITY OF RAN UCAMONGA STD. PLAN 104, A2 4,518 LF 20 2 23 22 21: GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH T14ESE COMPACTION TESTS SHALL BE SUBMITTED TO THE now 3 CONSTRUCT 6' CURB ONLY PER RANCHO CUCAMONGA STD. PLAN 1;04, Al-6 121 LF 4 4014 1 EA CITY ENGINEER FOR APPROVAL PRIOR, TO THE PLACEMENT OF BASE MATERIALS AND/OR 4 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD, PLAIN t 24 TRACT 0 SURFACING. 25 _771�4 5 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103— 4,m SF BOUNDARY 8. AT THE COMPLETION- OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY TRACT 6 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. 'PLAN, 10 1 26 EA ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT BOUNDARY AND GRADATION OF ASPHALT PAVING. 7 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY OF RANCHO CUCAMONGA SID. PLAN 4 EA -—-—-—-—-— —-—-—-—-—-—- -—-—-—-JUSTIFY UMVE t 0 RUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN 3,07 (CASE PER PLAN) 6 EA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ------ 8 CONST 1 EA ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R-VALUE, SEVE 9 INSTALL STOP SIGN CALIFORNIA MUTCD 2014) AND SIGN POST PER CITY OF RANCHO ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CUCAMONGA STD. PLAN 401-B 0 INSTALL LIMIT LINE (STOP LINE) PIER CALTRANS 2015 STD. PLAN A24D (THERMOPLASTIC) AND 1 EA 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN To Do — DETERMINE STRUCTURAL SECTIONS. 16 LEGEND PER CALTRANS 20115 STD. PLAN A24G (THERMOPLASTIC) 12 14 13 " 11 15 11 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY OF RANCHO CUCAMONGA ST. D. PLAN 106-A 1 EA 11. WHEN IMPROVEMENTS ARE TO :BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY LW 'it LOT"DH E MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE W� I r- p 12 INSTALL 5800 LUMEN HPSV-: QUIVALENT- LED STREET LIGHT. 18 EA LOT"E" ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE A, 13 CONSTRUCT CURB RAMP PER DETAIL HEREON. 2 EA MATERIAL OF A QUALITY'BETTER THAN THE NATIVE MATERIAL. z I A Hr WHIRLAWAY INSTALL REFLECTIVE HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 8 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED n 010 D AT THE w CURBSIDE DRAIN 'OUTLET-LOW CAPACITY PER Cfly OF RANCHO BY THE E.P.A. FOR USE UNDER A-;C. AND P.C.C. SHALL BE UNIFORMLY APPLIE COURT �Z' ------ —-—-—-—-- CUCAMONGA STD. PLAN 107-A 3 EA -DRWE--- MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. MK` PAINT CURB RED ON RETURN FOR NO PARKING AREA, C 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIEN E OF THE 123 LF :2:1 RAMP SHALL HAVE A SUR E AR LIED TRUNCATED DOME DETECTABLE WARINING SURFACE. FAC P DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION 2 EA QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH COLOR SHALL BE YELLOW. IS NOT SPECIFICALLY LISTED IN TH' ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 2 LOTT' INCLUDED IN THE OTHER ITEMS OF WORK. LOT"B' THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY, THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES BASIN 1 SOUTHERN 3 ALI-FORNIA EDISON POINT OF 14. STREET SIGNS PER CITY 'OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE I AND BID A COMPLETE JOB. CONNECTIO� PER SEPARATE PLAN 10: CONSTRUCTED AT EACH INTERSECTION. 3 8 2 4 5 6 7 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR T14E ABBREVIATIONS. LEGEND: LOT �H TPAr R EL CORRECTION OF ERROR AND OMISSION 'DISCOVERED DURING CONST: UCTION. UPON REQUEST THE RW RIGHT-OF-WAY REQUIRED PLAN: REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR BASIN 2 6W6RY PROPOSED A.C, PAVEMENT iu MOC MIDDLE OF Cl RVE 0 APPROVAL. j ----------------------------------- C&G CURB AND GUTTER PROPOSED CONCRETE 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, CL CENTER UNE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TC TOP OF CURB PROPOSED DO EQUESTRIAN TRAIL FL FLOW LINE i 18, CONTACT ALL UTILITY COMPANIES AS : EQUIRED, 48 HOURS PRIOR TO EXCAVATION. �R CE:NTERLINE GB GRADE BREAK �R EXISTING MGHT-OF-WAY FS FINISH: SU FACE PROPOSED RIGHT-OF-WAY TAN: TANGENT Lu ECR END OF CUR I B RETURN EXISTING IMFPROVEMEN I TS 71 w 01 :D z BCR BEGIN OF CURB RETURN PROPOSED LOT LINE :R UTILITY -PUIRVEYO: S: U), w U LOC LENGTH OF C RB z TRACT BOUNDARY RA kC� ASRHALT CONCRETE ELECTR[ ITY SOUTHERN CALIFORNIA NCHO CUCAMONGA MUNICIPAL EXISTING CONTOUR EDISON UTILITY (RCMU) DO DECOMPOSED GRANITE (800) 655-4555 (909)-919-2612 MAX MAXIMUM' DIRECTION OF FLOW TRACT INDEX MAP MIN MINIMUM ------- EXISTING EDGE OF PAVEMENT SOUTHERN CALIFORNIA GAS COMPANY BNOY NTS NOT TO SCALE CUCAMONGA VALLEY WATER DISTRICT SCALE: V�100' ======= EXISTING CONCRETE GURBIAND GUTTER TI TRAFFIC INDEX PROPOSED CONCRETE CURB AND GUTTER (800) 427-2200 (909) 987-2591 1 5' 26' 26' i i i STD STANDARD 1 j:P.tUE. 81 EXISTING POWER POLE SAN GABRIEL VALLEY MUNICIPAL METROPOLITAN WATER DISTRICT VARIE 20' 22' 10, LOT 1 A,B, AGGREGATE BASE *-- PROPOSED STREET LIGHT PM PARCEL MAP WATER DISTRICT (1909) 593-7474 51 SW & P.U.E. 2.0 151 EQUESTRIAN 19, �1 _ 19, 10, NTY NORTHERLY (6216) 969-7911 LOT D MEDIAN 31 LOT K — N I— *—r- PROPOSED STREET NAME SIGN MOUNTED TRAIL EASEMENT SlW & P.U,E� SILY SOUTHERLY ON-STREET LIGHT POLE 18, 18, J 2y TIME WARNER/ADELPHIA COMMUNICATIONS . 2% 2% V WILY WESTERLY (888) 892-2253 (877) 908-1288 2:1 MAX VARIES E'LY EASTERLY 51 BENCHMARK 21-61 EXIST EXISTING PVMllT PAVEMENT P.U,E, CHARTER COMMUNICATION REFUSE BURTEC DISPOSAL CURB-) - CURB A-C-/A-8- CITY OF RANCHO CUCAMONGA BENCHMARK NO. 11:0108 SET 27 (86-6) 499-8080 0 E D 1.7% 1 1.7% BEG BEGIN BRASS DISK IN CONC. CURB S*TAMPED "CITY OF :RANCHO (909) 987-3717 PRO D G A.C./A.B� CURB & G ER BOUNDARY EQUESTRIAN TRAIL CURB & GUTTER PROPOSED 4' S/ BNDY CUCAMONGA GM 10108 1987" AT THE SOUTHEAST CORNER OF PER SEPARATE PLAN DWY DRIVEWAY HILLSIDE ROAD AND CARNIELIAN STREET, AT THE END OF CURB A.C./A.B.-/ CONC CONCRETE CURB & G TTER RETURN. ELEVATION=1943!.723:' PROPOSED 0 TRAIL AND CURB & GUTTER !PROPOSED 4' S/W D:ERBY,FARMS DRIVE - GATED :ENTRANG LT LEFT I'S I EWESTRIAN' VINYL FENCE IVATE STREET) RT RIGHT ;PR PRIVATE ENGINEER NOTE TO CONTRACTOR. FENCES PER SEPARATE DERBYFARMS D�RIVI E E PUBLIC UTILITY EASE: ENT NDE: GROUND STREET SECTION PLAN PR RUE BA:SIS OF B,.,",.E RlNGS. THE EXISTENCE AND LOCATION OF ANY 'Ll R UTILITY PIPES,, CONDUITS, OR LOCAL STREET (_ IVATE STREET) STIR STREET THE CENTERLINE OF CARRELIAN: AVENUE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE. AVAILABLE STREET SECTION IMP IMPROVEMENTS RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TI�5 TRACT BETWEEN HILLSIDE AVENUE AND ALMOND STREET, N.T.S. LOCAL STREET BOUNDARY POR. PORTION BEARING BEING N00'36TO"W PER PM43/41. AS SHOWN ON THESE PLANS. THE, CONTRACTOR IS REQUIRED TO TAKE DUE T1�5 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON: THESE DRAWINGS. N.T.S. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY 0 z PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE ;DRAWINGS. Cl 10, 19, P,:H C LOT C SW & P.U.E- 01 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 18 18, PROJECT, W 5' 19, 191 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF T:H P.I.I.E. P.U.El. 4p INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 18, 18, ERI EN, :IINEER: SOILS ENG[NI:EER DEVELOP APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINGS :HOURS; AND THAT THE 11 - - - --- CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNERS, AND THE LOC VALLEY, INC. NEW WEAVER LANE,. LLC ALLARD ENGINEER 4:1 *Av 1 2% 1.7% 1.7% 2% 21 GEOTECHNICAL CONSUL'nNG GABRIEL BOULEVARD, STE, D 16B66 SEVILLE AVENUE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN' CONNECTION --------- 701 S. SAN 31' WITH THE PERFORMANCE OF- WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 2853�2 CONSTELLATION ROAD SAN GABRIEL, CA 91776 FONTANA, CA 92335 FROM THE SOLE NEGLIGENCE OF THE I OWNER OR THE ENGINEER. _171.1 1.7% 1.7% 2% VALENCIA, CA, 91355 (909) 9734999 (909) 356-1815 PROPOSED 4' S/W A.C./A.B. CURB & GUTTER PH' (661) 702�8474 CURB & GUTTER A.C./A.B. CURB & G;LffER -ESSio CONSTRUCTION STAKI::NG NOTICIE.'-' CURB & GUTTER PROPOSE \'—EXIST V-DITCH CITY OF RANCHO CUCAMONGA D DG TRAIL AND J. E_ TAPESTRY PLACE AND JU TIFY D I THESE IMPROVEMENT PLANS HAVE BEEN' REPARED WITH TH THAT, THE FIRM S RI VE OF ALLARD ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR EQUESTRIAN VINYL PENCE R (PRIVATE STREET) THATCHER ID;'R,IVE FENCES PER SEPA -ATE THE COMPLETE PROJECT. HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING PRIVATE STREET 1: PROVEMENT PLA::N N STREET SECTION PLA, Z'' FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF (PRIVATE STREET) No. 36052 rn LOCAL STREET PROPOSED 4' S,/W 20042 CONSTRUCTION STAKING, NOTICE IS HEREBY :GIVEN THAT THE FIRM 'OF ALLARD STREET SECTIO N TRACT E TI=5 6/30/22 0 ENGINEERING INC. WILL NOT 'ASSUME ANY RESPONSIBILITY FOR ERRORS- OR MODIFIEDLOCAL MEET 011 2 OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED, OR MITIGATED IF ALLARD N.T.S. TI-5 21 PRIVATE STREETS ClVk OF C -FLE SHEET C) ENGINEERING INC. HAD PERFORMED THE STAKING WORK. N.T.S. 04 CONSTRUIC NOTES FOR STREET TREES- TREES TABLE TION; HL HANIGES AND USES' APPROVED BY- DATE: %1_21 2020 UNAUTHORIZED Cl:, E- ARE TO I E PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 1. ALL STREET TREiS iB CITY ENGI Underground Servicie Aleirt A NAME SIZE SPACING COMMENTS QTY. SYM80L STREET BOTANIC N: ME COMMON NEER RCE: 67514 2. PRIOR TO THE COMMrNCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR DERBY FARMS DRIVE PLATAMUS LONDO PLANE 2e BOX PER RD 1� FURNISHED TO THE CITY INSPEZTOR', ANY UNUSUAL TOXICITIES 0 NUTRIENT DEFICIENCIES MAY DESIGN EPA' E STANDA PLAN PR REI5 RY� OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE RECO'MIMENDED EERING Call: TOLL FIREE ACERIFOLIA TREE LANDSCAPE DOUBLE 0- PLANS. ALL CHANGES TO THE PLANS :MUST BE IN WRITING AND MUST BACKFILL SOIL AMENDMENTS, AS DETERMINED By THE Crry INSPECTOR. ALLARD' EN: IN AE -ED BY THE PREPARER OF THESE PLANS. CM om- land Su"13*9 - Lma RM* BE APPROV 'YARWOOD' PLAN STAKE 1 ALL STREET TREES AE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTM N -ae _T DRAW! 16066 Sevale Aven S�H: E I 1 -800 BRACHYCHITON BOX ! :PER 1 Ew�. Er- TAPESTRY PLACE BOTTLE TREE 24 STAN DARD 18 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 6j Fontana, California 92335 JUSTIFY,DRIVE POPULNEUS LANDSCAPE DOUBLE AE (909) 3:56 Fax (909) 356-1795 OF 4 422-4133 - LAC R ET CHECKED THATCHER F E PLAN STAKE "ALL IMPROVEMENTS WITHIN THE PUBLIC I IGHT—OF—WAY, INCLUDING STRE: TREES, SHALL BE Vrl; el -�w-74? DRAWING NO. M 21 21 E p xm/ !R N CITY (expirp ri�_1C.E. 36052 DEte 2505 INSTALLED PER THE PUBLIC IMPROVEMENT PLANS. NO. DESCI IPTION OF REVIISIO DATE RJA Raymonft J. Alla TWO WORKING DAYS BEFORE YOU DIG I APPROVED- 6/30/2022) F I a - Newland Homes\Rancho CucomongQ iWn, me: 1.\ Tract No 20042\DWG's\FINAL DESIGN\STREEI\Street Sheet Ol.dwg 1:,00.001 VC PI EL=1997,00 1 vc 42.34' LO 40.00 �Pl` EIL 2014.156 C CD 1=2 EXISTING GROUND�AT f9' LO Ci NORTH OF CENT6L)NE A A A A + LENGTHI ON �CURB U_ C� to 7 m t2 c3i J06 mudm; PR POS co- - U co C6 U 0 -ED tTOP 0 F Rco:: U_ 20110: LT '05�_ -1+ -Z + 1_�3,1 4. 6" CURB NORTH OF i'a 1 OG.001 VC F4 ;aq - CN C) m LINE i + CENTER "(0 C.), CJ W_p�j UJ 50-00' VC PI (TC) 1288,7 + It� c>;W,- 11N C> � wu LO Pf EL=2009.17 + Cq LENGTH W CURB CN n, CM 00 t'�r- a m Cq CON, 0- Lp o6 f�� + G195.11 �j (14 C10 + C-4 + it C3 CD Z: uc�n M L, ------------ ...... in + Jf:5 - 5 15 -3- 9-9 KD 12-64% + C"t z 100�001 VC r— m COM En U_ L= U_ < E: 1996.99 C) __j C) ca :CD Ujr LL w + eq ur),1-t C) r�j CD: 00 ��j L4 Q U11 cm -0: I U 'Cc) to r--:�m -- L-� /-PROPAD FINISH + CdC$�7 + SURFACFAT M2 M CO ca rn 44 - CD C:k,4-) LL_ C) Ln CENTERLWE r enl� LU CD-00 C) m + AD 40M' VC CY �0) C)i C) 1120.81' U. m, M Q Ln < + W� 4-:m j _0, LO cc + !L- PI EL= In 2013.32� < to jj _j C1 Ld An,i COLL 50fw Q LENOTH ON C.L� 9.14- Cn e,> CN C> C5 T, L_)' > VC aiv, a- U) + 5M,,) I 60,00, 12 1 '04.,d E-n 4- + C14 N 4/-A 1 6<a) K6 PI EL=200990 R -1 W111 ----------- N_ ------ t I,-,CF) C) --------- C- L C L 05- : , I I a + C, �4 Ln + __j C� z fl-"M f�__ , C& m loc. 0" VCL I!N C) C, PI E-L=199&99 C) r-, Uj C C:� 25 _mw, VC 6, C) + + CD CD PI EL�103.716 LENGTH ON C1. C) C-4 to 03, -W4�00%, CNICP kil- Ln c6 0) % CIZ -6.83% + 17 CD C> w + 100,00, VC < 00, CO EXISTM GROUND I< C14 -t CD 21,03' VC C� NTE 42.487- LOC f2 AT CE RLINE PI EL-1993.78 + C� 'n to C> C'.4 r --C-C14 + PI EL:tt2012.50 A C> + CD /4 AY4 A/4 N4 tl: .9 + C), + CD C-I UD CD 4-iz� I 1 28' Uj Ln 60.06' VC im U_: CURB . t.6,11:5 m CD + LENGTH ON PI EL=200934 -4- f2 C;1,04 U 0 911 , 0 (0 (35 + Ch C�4 v L_+........... 20151 R T-7------------------ _2005_RT RT T C, r�- q: I 0_ + OP + Cp Cn CN to FZ L0 4- U -F C:;i q= w> CD C + KD C�r C�f C5 m m al CD C-2 CNI L0 LENGTH, ON CURB fy! m + PROPOSED/ 011 TOP 0 tD Op. C14 EXISM GRL0UND_ �0 CD 6" CURBISGUTH OF % AT T9` SOUTH' OF CENTERIIINE TAN=3447. -4. + 05 CENTERLIN, TAN4.807V, + HORIZ. rml 40' ---------- ...... ------ .......... ............. 1 4' 15+00 17+00 18+0 PUTTER TRANSITION 4'-2',,,,-- 10+00 11+00 12+00 13,+00 14+00! VEn 16+00 0 Z Z: I IL0 F_ = P1,3 LLJ 40 U C-) 22 m _�� m LU m 26' 22' U, ;n 1 �2 > Id- NO Ln z 0', C) CD LO C) C-1:co cr_ <.� cc C14 w + 0- 00 co C� 0 F, 6 1 r I LINE OF SIGHT A tij C_)6 C> C�f C>1:C`4 C1 C1 CD C14— CL 0- 0-4 LN DD cq:: SEE DETAL L8=r L, g LO Lq M C4 eP --) 11 Is 11�- I I! 4—� SO:�w � " , � I _-,C') ,,I C2-C3 Tzz— j _ C) I ..... . A P V3 t� + CD CD H CD z CN N AN CD — 111?l I <I it LU LOT E Cn 150 EQUESTRIAN TRAIL 0 Z3 z I I C.) r- a- - EASEMENT D D �[I I E M C) of --c 42' 1 TAP!IES TRY PLACE TRACT BNDY "R 'a ci- 0- m CC SEE SHEET 4 10' PROPOSED 4- CO C;) LOT V C14 LOT 'Eff C�4i j i m ------- SEE Q R E TAIL "Aff & "B" 12 . . . . . . U-1 /% - H A 0 : : EASEMENT 6 z . . . 25 5' UTIL11Y 1ON S' T. 3 + C1 CO 4� Us 10+00.00 DERBY FARMS DRIVE- 26 J .7 N TML\ I 6i z —41 12+67=_ 0 NELIA:N STREET Wi EQUESTRIA N E IMPROVEMENTS PER LOT 'IN '15 (n C/L I' T RSECTION C14 (m 00 2 __�16 3487 1wt F ATCH L % 14- SEPARATE PLAN z 6 + b6 _2� +in 4_�m �4_ PGR 201118-00030 B ECR 9 4 TC + Typ� +i j, kp. A, U Li z nB 1 :717777 L PROPE 77 . PROPOSED STREET,IMPROVEMENTS PER a: 4 Lij CITY OF :RANCHO CUCAMONGA DRAWING 0 A —A ui NO, 2504 0 A_ ZLOT wK1 14 9-7 Cy _716N N m: C W C CD 0 \1 A F)IN 75) CD 9,$ cr) r02 co CD r C_> + I \- 1 1, -1 1 1 ---A w 00 3� co C.- m C� c-i 1`1 (6 Q� 22' 26' 55' 5 Uj C-� 0 2 V cl� + + + C> �F C:> I I C:) U-) C>1 m C;� 16 16' C� �1 cli CL a- La 00 CD M LINE OF SIGHT SOUTHERN CALIFORNIA EDISON + C31 + + L_ �y LINE OF CN 1� 3 10' SIDEWALK + b POINT OF CONNECTION PER 'p,� 0 8 _PROPERTY L INE 4 SIGHT 00 GATE BY OTHERS TRACT BNDY U C14 LOT "'I" w .4- t�R C) P' BLIC UTILITY cy; Typ. �s SEPARATE PLAN + E0 C14 LOT Sw EASEMENT + TYR co MON I + Q- 4 LO :m 4 C-4 SOUTHERN CALIFORNIA EDISON: PROPOSED R/W it 04 + POINT OF CONNECTION PER co GUTTER TRANSITION 4'-2' 15, @ 112: SEPARATE PLAN 17+0183LL1 ERBY FARMS DRIVE= 10 PRPIATE STORM: OWN CONSTRUCTION NOTES 00.00 TAPESTRY DRIVE C PER SEPARATE PLAN 1 CONSTRUCT 4, A.C. PAVEMENT OVER AGGREGATE BASE (PER GEOTECHNICAL REPORT) PGR 2016�000jo PRIVATE STORM DRAIN 2 CONSTRUCT C CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2�6 V E DERBY FARMS DRNE R'BY ARMS DRI PER SEPARATE PLAN DE-1-AIL 3 CONSTRUCT 6� CURB ONLY PER RANCHO CUCAMONGA STD. PLAN 104, A1-6 PGR 2018-00030 SCALE: 1'=30' 4 INSTALL STREET NAME SIGN PER M OF RANCHO CUCAMONGA STD. PLAN 401-A 5 CONSTRUCT 4 THICK P,CC. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD, PLAN 103 F_ 0:1 A 6 CONSTRUCT DRIVEWAY APPROACH PER CITY OF :RANCHO CUCAMONGA STD, PLAN 10:1 CURVE TABLE SCALE. 4 CITY OF RANCHO CUCAMONGA ADJUST MANHOLE FRAME COVER TO GRADE PER ,CITY OF RANCHO CUCAMONGA STD!, PLAN RADIUS DELTA LENGTH TANGENT <) J. -------- -00" 1 895 V3 1 42.34' 216,93' CON A 77. STRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STO, PLAN 307 (CASE PER PLAN) GRAPHIC SCALE BENCHMARK. 4u, PRIVATE STREET [MIPROVEMENTPLAN' B -27.00' 1 90'08'29" 42.48' 27,07' 10: INSTALL LIMIT LINE (STOP LINE) PER CALTRANS 20115 STD. PLAN A24D (THERMOPLASTIC) AND 40 0 20 40 80 160 TRACT NO. 20042 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10108 SET 27 No. 316052 LEGEND PER CALTRANS 2015 STD. PLAN A240 (THERMOPLASTIC) 4.00' go Owar 12.57' m BRASS DISK IN CONC. CURB STAMPED ?CITY OF RANCHO PRIVATE STREETS 11 CONSTRUCT CROSS '& LONGITUDINAL GUTTER PER CITY OF RANCHO CUCAMONGA STD, PLAN 106-A D 27,00 27 1:1'30" 1046' 5.30 Exp. 6/30/22 CUCAMONGA BM 1:0108 1987" AT THE SOUTHEAST CORNER OF 27,,,00' 44�23'00" 20.92' 11-01 HILLSIDE ROAD AND CARNELIAN STREET, AT THE END OF CURB 12 INSTALL 5800 LUMEN RPSV-EQUIVALENT LED STREET LIGHT. E N FEET) clv� RETURN. ELEVATION-1943.723' E BY FAI M DRIVE 1 INCH 40 FT. 13 CONSTRUCT CURB RAMP PER DETAIL HEREON. F 3001,001 23704'26' 120-81' 61.2'4' r-Ak- 2 1'11 B1 1 e 104.85" 53.04' 'TO STA. 18 +00.00 114 INSTALL REFLECTIVE HYDRANT MARKERS PER CITY OF RANCHO STD, PLAN 134 G 282.00' STA. 1: 0+ 00.00, ED BY: '8�' Underground Service Atert NOTES: 15 CONSTRUCT CURBSIDE DRAIN OUTLET-LOW CAPACITY PER CITY OF RANCHO H 25COG' 261!1'Od' 11&:07' 59.07' APPROV DATE: CITY RCE: 67514 DRIVEWAY LOCATIONS SHOWN HEREON ARE CUCAMONGA STD, PLAN 1!07-A J 281OG' 2611 1'00" 128.87' 65.58 X"'I PLAN PREPARO&d�Y, � APPROXIMATE. FIN& DRIVEWAY LOCATIONS �ML DESIGN K 318.OG' 2 111,81 4� 118.28' 59.8 1' RECOM Gal h TOLL FREE AND DIMENSIONS SHOULD BE TAKEN FROM ALLARD EKINEERING 9908 L 77.00" 'OC 42.48' 27.06" AE THE APPROVED PRECISE GRADING PLAN 27,00" 8 DRAWN 198661 Seville Avenue SHEET FOR THIS TRACT, M T51'5e 42-35T 216.9,4' 1 -800 Gj Fontana, Calliornia 92335 L NOT N 2. CITY OF RANCHO COCAMONGA WIL JjLLL�� AE '356_18 Fax 1909) 356-1795 2 bF 4 422-4133 MAINTAIN PRIVATE STREET LIGHTS. 02-7, CHECKED :DRAWING NO. YOUL CITY ffaaymondl. Allard, R.C.E. 36052 Date A _3 TWO WORKING DAYS BEFORE DIG NO� DESCRIPTION OF REVIS,ION RJ: 2505 0- :PROVED-� (expires G/30/2022) Filenome: k\Newlan4 Homes\::Rancho CuGamongu— Tract No 20042\DWG`s\F1'NAL DESI'G'N\STREET\Street Sheet 02.dwg �275400fl VC P1 EL-108142 C) A LO PORTION OF LENGTH ON :CURB LO Fl- CN PORTION' OF 1'75.60' VC tit PI 1070 C-4 LENGTH' ON- CURB 6 01' EXISTING GROUND CN co C� AT 1W NORTH OF LO C) C> m C'4 Lp C>z, CENTERLINE C14 nu6 C, ml, C14: PROPOSED !TOP OF ��Ak Cr LO CS4 Q + 6" CURB' NORTH OF Mo C3 F, CD C�4 + CENTERLI q,�d CO A + 0__L _9 005 —Q-. 0 00 M W)1�') CN,:�ry C4L + + CY lo- _�� ?1C'r1*: U� do+ �"711 5�4- UR",C-4 C; , 'A C14 Ln_� W rt� Lo Uj U) + LO CD�Er co + 1A, I ( - I Aj LO + + LO C"i-J, 7 LO ORTION OF C,4 U + LU C111411 CZ4 7&100' VC U_ W P111' EL40110169 U) qB4 5 C) Uj LO CA E G GROUND 1 2 + C> M,� + U K) ffj C� AT CENTERLINE X C*_j Uj 01 Uj �j Of LO- C/) 6 PROPOSED FINISH + + + 0%41t X cn: M C 0. CN V) + SURFACE AT U0, mak CEN Z: _M,12CNf�-i C-4 M, m + + 74-fn� Uj w 9, 1Z A— IN '19 0_,C L_ C CL W- 7 05 L-- z C? T 'm 'm, . 4+ m ","CN cNt C=) 0-1 LO + �,o =1 , -e) t Q0 vlt ITO ro - ;U) f__ C> �14 LD CIA M CN +to LO 6 C'q CNIV7, U Lo-=, Cq -a o4 r-- +00 C14 U) _'O,*Q " cn w + Cr + TAN� + cc)�+ C> 4C0 "'M - i I I MCN Lo in C14:m 4 7,34% L) r--�C-4 + 35.28' CD N PORTION OF met CIQ N 2751,00"-VC LENGTH ON '-LD " , - co -A �2 + CL LO R EL=1983.49" + cq + OD + C.> CN r-, < F_ It - I 0) CN PROPOSED TOP C3 0� OF 6" CURB' SOUTH + Z Lo +25 r- ........ - OF CENTERLINE to CN U C::,�,� F_ co, CN: to - --= CIO� CD C 7, . 1. " cc Q5" RRT 12-1___1________________11, !rE I + co + ------------- t�_0)�, nt m, C� "D C-') :C-) 00 L6 0) CIN -k CD C) C:):I— CD CO Lo! dl Lo� JW� CN_ LQ CN + Lq C> r-- �, I 'cr) C_,; U C14 LO Lo 6 Lm CO n + +LL� r14_J�Cn CN :C0 00 L 00 (Nu CN cri Uj TAN' C14 C-4; 7,34% §j PORTION OF 7__ 175.00" VC: 1 EXISTING GROUND 1Lj C-4 to PI 1EL=201O.7( AT 19, SOUTH or G2 -01% CENTERLINE 49.4,0f 7, Pdtm ON OF ------ HORIZ�. 1"- 40' -N ON C ...... LE GTH URBI 9 19+00 20+00 21+00 22+00 VSTP 17 41 23+00, 24+00 25+001 110+45.11 BC:R 4:05 CONSTRUCT110, NOTES "N ' T' R': 199 7 FL 10+44.89 EC 1'04.34 TC CAL REPORT) 1993.84 FL 0 CONSTRUCT C A.C. PAVEMENT OVE,R f AGGREGATE BASE,(PER GEOTECHNI F CONSTRUCT 67 CURB AND GLITTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-6 Cz� w 1:994.62 4 INSTALL STREET NAME SIGN PER CITY OF RANCHO: CUCAMONGA STD. PLAN 401-A (2010) FS _^A tKo 25+27.10 MOC 5 CONSTRUCT 4!' THICK P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 C� w LQ _j 2005,43 TC CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD, PLAN 101 0 Lo 0- 7 ADJUST MANHOLE FRAME & COVER TO GRADE :PIER CITY OF RANCHO CUCAMONGA STD. PLAN 25.27.110 THATCHER PLACE= KE . N > �r x, 11 +214.42 JUSTIFY PLA CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMG CA STD. PLAN 307 (CASE PER P N) 199465 FL 0- cc, "7 NW C611 CL MOC R, LA FS 24+91,82 BC :INS L STOP SIGN (R-1-1, CALIFORNIA MUTCD 2014) AND SIGN' POST PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B �gg 24+9142 BC 199 Is w 0 20`02 46 TC 0. (J'�;O>--INSTALL LIMIT LINE (STOP LINE) PER CALTRANS 2015 STD. PLAN A24D (THERMOPLASTIC) AND /C .24+81, 2 K eN 0- 11. 1 % I I I LEGEND PER CALTRANS 201115 STD. PLAN A2,4G (THERMOPLASTIC) CP t/ 25+27.10 MOC 12 :INSTALL 5900 LUMEN HPSV-EQUIVALENT LED STREET LIGHT. 1,04% 0 8"' EQUESTRIAN TPAIL IMPROVEMENTS 1,60% 200543 TC REFLECTIVE HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD, PLAN 134 PER SEPARATE PLAN 7 NO U 24+911.82 BC, U-J, PAINT CURB RED ON RETURN FOR NO PARKING AREA. _j F CURVE TABLE 2002,416 TC < -DIUS' DELTA LENGTH! TANGENT RA —RAMP SHALL HAVE A SURFACE APPLIED TRUNCATED DOME DETECfABLE WARINING SURFACE. DERBY FARMSDRIVE� r-, pr�CO A 45.0-o" go,08,i Cr 70.79' 45.1:V COLOR SHALL BE YELLOW, Am +1m m Pei C--4* b 9908'16" W 8 27.00' DERBY FARMS DRIVE DETAIL "B" +: 42,48' 27.06' F9 081 U1 I SCALE: 1"=10' 5' PUBLIC UTILITY C 63.00' 99.11, 15' DETAIL 'A" Q" EASEMENT >< 44552Y' 35-28' 18.601 D 45,00' SCALE: 1`10' ' PROPOSED 20' EASEMENT & 15' EQUESTRIAN TRAIL >j (1995) "C-) 8 w E 27.00' 4475,5'2,Er 21.17' 11.16' M! PUBLIC STORM DRAIN PER EASEMENT A Z F SEPARATE PLAN CO 51 49.40' 243.1135' 1: 63�-00' 4C557T co Ln 1w P,U.:E. DWG NO. 2505-D 00 12 + 1:2 C14 + 'r,-0 EQUESTRIAN TRAIL co - q - < Cq A . " i Lij 15 cD 14 13 112 ZD 11 �23 61,22 D� IMPROVEMENTS PER 6 CD I z + C14 m I -k AT SEPARATE PLAN LU + 23!+56.22 cn EC ;�23+-6�2,2 EC _j PGR 2018'-100030 PROPERTY LINE 1990165 TC' CL cn:r-- 1990t.65 TC 3+ 56.22 EC < -PHIC SCALE 7 1�j L=40.4 LO.. . . . . . . .. . . GRA . . . . . . . 22 21 5 40 0 20 40 80, 160 F_ 0 Uj < LINE OF SIGHT_ V_ 20 N 8,9'3,2 CN CN E 21 2 i --------------------1,____i 2 T_ 51 fn: W_ �RMS DRIVE 23+20.83 DERBY' FA-_ C) LU 7 7 1 INCH= 40T CD w 23+26,83 THATCHER PLACE 'CL I I TO MW 1 Q': q f,.'1,77 _ 7 SUMP G13 #6 DETAIL 0 ci I i - �6 + CD M C;) WT.& CD U r__ - - 00 Cs 'n C, NOTES: PROPERTY LINE LD 't L0 (TYP) 2'0' + 1. DRIVEWAY LOCATIONS SHOWN HEREON ARE !'FESSI IX: LU b CITY OF RANCHO CUCAMONGA APPROXIMATE + +: 04 <) J C C14 `41 AND DIMENSIONS SHOULD BE TAKEN FROM FINAL DRIVEWAY LOCATIONS 8 —10' SIDEWALK & < E 01 PUBLIC UTULITY PRIVATE STRE: T IMP!R: :VEMENT PLAN 0 THE APPROVED PRECISE GRADING PLAN EASEMENT 0 FOR THIS TRACT, =*4 - - No. 6052 Z, TR-A%CTI N0,10 2 042 ca PRIVATE STORM DRAIN r. PROPOSED 20' EASEMENT C? 10 0 2. CITY OF RANCHO CUCAMONGA WILL NOT PER SEPARATE PLAN PUBLIC STORM DRAIN PER DERBY FARMS DRIVE 2 MAINTAIN PRIVATE STREET LIGHTS. PGR 2018-000:30 Exp. 6/ /22 SEPARATE PLAN �i 3i STA. 18+00.00 TO STA, 23+2416 0 'NOTE CITY OF RANCHO CUCAMONGA C!V C-4 DING NO. 2505-D CD WILL NOT MAINTAIN PRIVATE DERBY FARMS DRIVE THATCHER 'PLACE OF" STRET LIGHTS. STA. 23+24.161 TO STA. 25+30.43 CD Underground Service Alert APPROVED BY: DATE: qlii� 11NEE RCE: 67514 R CITY EN�Gll E 0 PLAN PKPA9 ).w_ _�5 DESIGN Call: TOLL FREE BENCHMMK R�ECOM;MENDED AUAIM ENGINEERING AE CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10108 SET Z 'Enpempg Lod ginaytg - Land Plmntg -80�0 DERBY FARMS DRIVE + THATCHER P1 - ACE BRASS DISK IN CONC. :CURB STAMPED ?CITY OF RANCHO DRAWN 16066 S6vffle Avenue SHEET CUCAMONGA BM 10108 198r AT THE SOUTHEAST CORNER OF Fontana, California 92335 422-4133 HILLSIDE ROAD AND CARNELIAN STREET, AT THE END OF CURB AE (909) 35 1 6 5 Fax (9119) 356-1795 3 oF` 4 RETURN, ELEVATION=1943.723' CHECKED DRAWING NO, n DA ATE CITY DESCRIPTION OF R�EVI,' 10N D RJA J. Allard, EC.E. 3GO52 Date TWO WORKING YS EFORE YOU DIGI NO 1APPROVED.: R,a 47n9d 2505 pires 6/30/202�) I :h Fifena,me: k\Newl-und Homes\R,ancho Cucamongu- Tract No_20042\DWG'S\FINAL DEa1IGN\'STREE1\8treet S: eet Old 501.00, VC PI EL=2005.59 99.12' PORTION OF LENGTH CD. ON CURB EXISTING GROUND PORTION OF 17-5.00' VC 'PORTION OF _1'00koo; VC L +:r-z ....... C> AT 19' NORTH OF 4trjp 40.001 VC Pf EL�2010.70 Pl EL-1999.83' PIL L CENTERLINE PrM ON EETL=-jT994.-1 TAN' C131% C LENGTH .33% LOC I- 42.48' 16*u �H + cm+:C) IQ C-4,�Cq 7m-Lq m ON CURB A U-)00 64 6-� A/4 1/4 A/4 A 4 'C14 C, u Lhi, m k-� ED I� Cq rz� L ta C- Lu 6 �m 4-e _j_,LLj C'4 C) T— A + f�--- C> (M cp� jz-�, COV): CN C> up-7 fD:C3 co O'C3 CN 01 r 0 iLA r-�l<D m CD, C + n Lo C> M 11+ CD m 0) C) C3 CD 0) XD CN CN 150.00' VC +Im �2�— m i C)<n ca + + Cl C-4 C-4 PI E:L=2005.58 00 'r- 0) Cql - 00 C.3 Lri��3 44--4- u, �4: CT) + 4 1 �m, (0 m '0 O'� (ML �—' I LO co XN C> 11/> C;;) 7 LL. C>m PROPOSED TOP OF VC PORTION OF 1175.00 TAN4 t14 7,34 W 6" CURB NORTH OF TAN 0.507,---/ n + 0 'TAN=2,22% PI EL=20110.69 .28' 10- -sq;(6 C) +t CN CENTERLINE �35 uj, G2=�"'% PORTION L r--)(P ff) TAR-4.61% + m C'j CL V) �pp; LENGTH] 11TI, I uj < � _�f W cc EXISTING GROUND LL- Mi r- 00 - 8" ,1. / E2 W, W) co r- C 00 C.'s CO AT CENTERL)NE 03 0 u, ;CD Iq r-, Crl :E2 r co OCD M ; w j+ m,7 Cn M + CD + + Cq LLJ --Lm- 25 co C) 1�� fjo C)� 1 �(N +: f-_: -1,6 0 0-- -0 L- -I'L CO --------- CD c6 757 1 + �V) V) LL- 4. + C> C( W7 j 0 PI EL=19 1� C'4 CD C:)r� C14 (n CO —11, C14 wl r-�Q 1 .100 uj um, CN U-j + C� C7- a �2� —C-4 al ��E + + 'co �(m Ln c ) L 01 -[2 /7 n cDto -4-1:� C�4 14 C>00 CD m + + + 1--)— x CD C�� 0, +'M-' C� ul) L61 C) C-4 CN C:l 00 Q Lo cDr 04 ro r�, CN u 256 1-i w ++C" Cq Cy. 70ZO' Z56 :J < C" + a� PORTION P M OF LENGTH PROPOSED FINISH u-i tp TAN'z� A34;0 ON C.L. LO SURFACE AT PORTION OF 175,aOO' VC rTAN=4.61% ED 11 oam, v- C + CENTERLINE JL 9'9 2,73%, PI; L-�� PI EL=7010.70 9,82' nK) P OR 1�n C) PROPOSED TOP .36% C->—C14 —104 0 0 C\l CD 50.0a, A OF 6r CURB SOUTH + OF CENT + LO < 00 + Lq<N C4 u) rl- i i ERLINE c� �2 + (y) Pi C?g, M 4,25 Lo CD r_l C-4 M IC-) 42.35' LOC LLj W CN;cp 71 CD R r--�(D +CD CJ1 ................... -): I ��, CD I -16001 R-T--- ......... (D CN r--Q Cd 1,6 M +1 czj- 0;-:"R- _T enl— -----------------------l------------- CQ CrWJ A 'A4 A4 A m �C� - 1�a C) _-7 N Lq CD C14 ii ------- CN CD + 04 +.in r C:) CD,g C) r--A�lx)� + CD Tz C6 + CD ED CN Lo CD + C14 +,C) u LO Cq co 4 C-4 + Cn ff') 150,00, + CN CD r-_ PI EL::t2005.59 42-48' EXISTING GROUND PORTION OF -4 OUTH OF 100.001 VC AT 19' S LENGTH ON 2 1 1 CENTERLINE TAN 335 __j PI EL=199,9�831 LL 0 ,C,4 CURB PORTION OF ! TAN=1.60% LE NGTH ON CD + 17, CURB .............. ------ HORM: 'r- 40' ................... -----------........... 10+00 11+001 13+00 14+00 11 +oo vEu. rlw4y 1�6 +00, GGINSMUCTION NOTES PROPOSED 20!' EASEMENT & 10' SIDEWALK & 18+24.42 JUSTIFY DRIVE= PUBLIC UTULITY PUBLIC STORM DRAIN PER 11 CONSTRUCT 4 kC. PAVEMENT OVER 4 AGGREGATE BASE (PER GEOTECHNICAL REPORT) 25+27.10 THATCHER' PLAC EASEME: T SEPARATE PLAN A MOC 2 CONSTRUCT 9d CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA ST-D. PLAN, 104, A2-6 DING NO. 2505-D INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401:-A 12 R 22 21 20 12 C.0 5 CONSTRUCT 4� THICK P'.C.C. SIDEWALK PE: CITY OF RANCHO :CUCAMONGA STD. PLAN 103 19 (Lx 23 C 2 0' IS 0 12 17 6 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD1. PLAN 11,01 m 12+1:6.03 TAPESTRY PLACE C14 co (TYP) CD 00 oi- ro 7 ADJUST MANHOLE FRAME COVER TO GRADE PER CITY OF 12+16.03 JUSTIFY DRIVE LO + + U) '1;t C-4 CUCAMONGA STD, PLAN L11 5 + + + U-) CL MOC Ma E C-4 C-4 16' + C) CONSTRUCT LOCAL D1 PRESSION PER 011-Y OF RANCHO CUCAMONGA sm. PLAN 307 (CASE PER PLAN) PROPERTY LINE 16' 16, 16 CN CN L=30�Dol I + 2 INSTALL 5800 LUMEN HPSV�EQUIVALENT LED STREET LIGHT, ..4 ,PT A G j -RKERS PER CITY OF RANCHO CUCAMON' A ISTD. PLAN 134 100 m INSTALL REFLECTIVE HYDRANT MA 24 PAINT CURB RED ON RETURN FOR NO AREA. 13 14 15 tjgg3y2 L-32-09' L -4— _T:E 17 w e�LF L=33.32' 09-m 0 A 16' 1 PROPERTY LINE 16' 16' 1 w- q I — 16' 16 +80�63 BC 1 11+80.63 BC 00 kX6 2001.50 TC 200'1.50 TC -4-1 6 + 11+130. (TYP) uj m CD 'l. M, wCO + + - �4 CD 0. L 0 + C5 co 15 14 13 12 PROPOSED 20' EASEMENT & CN 00 12 M — C%4 LE: 1"=40' PUBLIC STORM DRAIN PER SCA BENCHMAK SEPARATE PLAN DWG NO. 2505-D CITY OF RANCHO CUCAMONGA BENCHMARK NO, 10108 SET 2" 16 a:: 1 2 GRAPHIC SCALE CL BRASS DISK IN CONC, CURB STAMPED! ?CITY OF RANCHO m 40 40 10, PROPOSED CURVE TABLE 0 20 80 160 CUCAMONGA BM 10108 19,8/' AT THE SOUTHEAST CORNER OF (14 J, m HILLSIDE ROAD AND CARNELIAN STREET, AT THE END OF CURB -Z Rl DIUS DELTA LENGTH TANGENT EASEMENT -71 U871FY D WE RA RETURN. ELEVATION=1943.723' + cc A 45.00' 44�515'28" 35,28' 8.60' j 18, um (IN FEET) U rl- 4 B 49.40' 2CUT CL CB CASE A uj It CL OB #2, CASE A 63.00' 4455 1 INGH& 40 IT or /A C. 27.00' 90'09'W 42.48' 27kT STIR. STA STIR. STA 10+6111 m 10+63.1�l 45.DQ' 9909'00" 70.80' 4512' [if 10+44,89 ECR 1:0+45.11 BGR E 6100' 90'09'00"' 99.12' 63,17' 1994.34 T ATCHUNE F 27,00' 44�55'28- 21-17' 11.16' m NOTES 1. DRIVEWAY LOCATIONS SHOWN HEREON ARE 0) APPROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM 04 THE APPROVED PRECISE GRADING PLAN a: f77ff�� CITY OF R- ANCHL FOR THIS TRACT. < w I,- M jIL CUCAMONGA 0 D co L E- M:P u— > w N89'32'2V'E TAPESTRY PLACE AND USTIFY D,RIIVE ROV M:E:::NT PLAN L PRIVATE STREET PI'S Z-- MAINTAIN PRIVATE STREET LIGHTS. w 2. CITY OF RANCHO CUCAMONGA WILI NOT --Bo- 1� w LL TRACT N b 3,6052 Im a: N 0 20042 .2 w co -6 a: w -0 UJ Exp,. 6/30,/22 TAPESTRY PLACE 0 w w +00-00 TO STA. 12+16.03 w PROPERTY LIN E ;,AV i ST: FYDRIVE ,AV 0 NOTE, CITY OF RANCHO CUCAMONGA '7'4 WILL NOT MAINTAIN PRIVATE STA,, 12+16.03,30 STA, 18+25.41 6 Underground Service Alert LOT PRIVATE STORM DRAIN 10+00.00 TAPESTRY PLACE= STREET LIGHTS, BY: AP' PER SEPARATE PLAN DATE: 00 17+02�83 DE Y FARMS DRIVE BASIN 1 0 PGR 2018-00030 CITY ENGINEER R,CE: 67514 CL INTERSECTION Call: TOLL FREE p EPA By: DESIGN E RECOIVIMENDI D AE AlIAEM ENGINEERIN G 60 En0sm* - LW SMVByiug- Land Mmn-ing DRAWN SH l< 168BG Sevflle AvEnue 422-41313 Fontana,, California- 92335 AE 1� Pax (909) 356-1795 4 oF A OF 04 �.fg) 356? c3 TWO WORKING BEFORE YOU CHECKED T, , q.&w- DRAW14NO NO. CITY IR: R2yol J. Allard 3GO52 Date NO. DESC: [PTION OF RIEVISION DATE JAPPROVED: RJA ' R 2505 I (expires 6/30/2022) Fitlename: 1:\N"'Ialnd Humes\Rancho Cucomonga- Tract No 200:42\DWG's\FINAL DESIGNI\STRE eet 04.dwg ET\Street Sh G, STR,':: 'ET 11 G CONSTRUIC110N NOTES 1D Ll HT IN APPLICABLECO: E _�;MEYERS MEUGt6 7 PIN CATALOG NO. ALUMINUM PHOTOCELL 1. CONDUIT: PARTIAL LIST OF APPLICABLE CODES (AS OF JANUARY 1, 2017 CAP ARM LEN LOAD GTH 1665 -17,25" 1: 25- MEUG16A-M200 A. MINIMUM COVER IN STREET OR PARKWAY I'S 50" BELOW GUTTER GRADE, UNLESS ROTED OTHERWISE. (SEE TABLE) B1 SERWCE I B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTE OTHERWISE. C, 2016 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS. 1 2 P 3� 4 L D. INSTALL BLANK CONDUIT PLUGS IN ALL CON'DUIT TERMINATING INTO VAU TS,, MANHOLESM PMH'S, SOE'S & ALL CA: LOCATIONS. 2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C,R. PAINT !OR LABEL, _ERON CONTEM AM PORARY AqORES WITH R NATIONAL BUILDING COI E VOLUMES 1-2 E. INSTALL PULL ROPE IN ALL CONDUIT :RUNS. PULL ROPE TO BE 3/16 POLYETHYLENE ROPE, BRI'DED OR TWISTED. (2015) 1: TE ARM (SEE TABLE) 4 HELV CA 0 F. ALL CONDUIT MUST BE MANDRALLED. BLACK LETTERING OA N ov AND 2016 CALIFORNIA AMENDMENTS) AMERON 11CI OCTAGONAL POLE -R NEUTRAL BA 2. CONDUIT RADIUS REQUIREMENTS: 2016 CALIFORXIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R, WITH BASE PLATE MOUNTING W A.THE MINIMUM RADIUS FOR BENDS ARE. PHOTOCELL WHEN SPECIFIED 36" FOR CONDUITS 3" IN DIAMETER OR SMALLES (2014 NATIONAL ELECTRICAL CODE AND 2016 SPECIFIED INCLUDE 6TEAKAL LIGHT SHIELD) 48" FOR CONDUITS 4" AND 5" IN DIAMETER CALIFORNIA AMEND-MiENTS) 60" FOR CONDUITS 6" IN DIAMETER OPTIONAL SANWR 3O"W X 80"H WITH HIN13ED PADLOCK TO BE PROVIDED BY THE CITY 2016 CALIFGRNIA MECHANICAL CODE (CMC) PART 4, TITLE 2 4 C.C.R. AMERON BANNER SAVER BRACKET. DOOR SIKAFLEX-lo B.THE MINIMUM RADIUS FOR ALL SWEEPS OF MAILINE CONDUITS IS 12'-6" (UNLESS N01TED OTHERWISE). 0RCUIT D]RIECTOFTY CATALOG NUMBER BASPL39PRO (TYP). j SEALANT ALL AROUND: LIMITED To ONE PER POLE AND ONLY (2015 UNIFORM MECHANICAL CODE AND 201:16 NO. DESCRIPTION AMF_�_OLE ON 28' POLES ONLY -IRV 3.EXCAVATION AND BACKFILL: S) B1 SE 4 DISCONNECT 200 2 CALIFORNIA AMENDMENT A. WORK AREA SHALL BE CLEARED AND ROUGH TO WITHIN 4" OF FINA; GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. ;B Y APPLICABLE), CITY 2016 CALIFORNIA PI-W ING CODE (CPC), PART 5 TITLE 24 C.C,R. 011111.-6 PAOLOC LE 2-4 �LOAb OR PER PROJECT IGO, 2 B. A L AXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN HASP [ELECTRICAL PLAN M D MAX. SPECIFICATINS, AND ALL GOVERNING LOCAL ORDINANCES. (2:0,16 UINIFOR PLUM3NG CODE AN' 2016 CALIFORNIA RD __z INSTALATIONOF CITY CONDUIT STRUCTURES. uj C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE P IOR TO 36X36 OPTIONAL TRAFFIC SERVICE N f 1/2" RADIUS AROUND THE EDGES D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTORFOR ALL EXCAVATIONS A' D SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND/OR IMPORTED CONDUIT SIGN(S)� PER CITY STD. BACKFI: L, WHEN REQUIRED. 2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 609 AMENDMENTS) IN R 'S WITHIN 2' BELOW TOP OF FOUNDATION IF NATURAL GRADE E. BACKFILL WITH A MINIMUM OF ONE SACKPER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MENHOLES AND AROUND PMH 2016 CALIFORNIA FIRE CODE, PAI T 9, TITLE 24 C.C.R. OR IF ADJACENT TO HARDSCAPE (2016 INTERNATIONAL FIRE CODE AND 2016 F. BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTUIR INSTALLATION. AT NO TIME SHALL CAB E BE LEFT EXPOSED OVER 24 HOURS. OPTIONAL STREET NAME ONE FOOT OF FINISHED GRADE. 24' 2% SLOPE ALL AROUND (1YIP) SIGNS, PER CITY STD. G. NO ROCKS ARE ALLOWED 'WITHIN 12" OF DIRECT—BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASMENT. NATIVE BACKFILL DOES NOT CALIFORNIA AMENDMENTS) 401�8 ANCHOR BOLTS. Iya," 0 MIN. X 19" GALV., PASS THROUGH A 1/2- SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12 ABOVE CITY CABLES, AFTER THIS POINT, NO ROCKS LARGER THA 12" 4 LOAD 4" - 90' BEND. 4 REQUIRED) NOTE: 20116 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TI TLE IN DIAMETER ARE PERMITTED. —CONCRETE FOOTING 1. INSTALL RANCHO CUCAMONGA L 24 C.C,R. -co L NOTES: H, ALL BACKFI: L SHALL BE COMPACTED TO MEET OR EXCEED LOCA ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMEGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 HANDHOLE SHALL BE LOCATED MUNICIPAL UTILITY (RCMU) 11 I. SPLICING!DFCONDUCTDRS!SHkt1L8E BYTHO.'USEOF:CGMPRE-SSIDN,CONNEcroRs .L.,__�—AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE 4 41 AND INSULATION PER' NS STANDARD PLAN,ES-13"METHOD W,WIRE C.C,R. TRAFFIC STREET 'SIDE OF POLE 61' t NUTSARENOTALL MTRA 4. PAVING: OWED:90LICED WIRES ARE ONLY ALLOWED IN PULL BOXES ABOVE GRADE. 30- S NDUIT AND NOT ALLOWED IN; S OR STREET LIGHTSTANDARDS, 07 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REPAVING, WHERE REQUI1RE:D,SHALL BE PLACED IN SUCH A MANNER THAT INTERVERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KIE (MIN) REGULATIONS. 00V-NO.8 AWG COPPER CABLE. GR NDING TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY 3. CONDUCTOR COLORS- ELE , ODE PER P CONDUCTORS FORZROUNDING AND BONDING SHALL Be HARE OR GREEN LOCAL CODE HAVING JUI ISDICTION AND WHICH IS ACCE: TABLE TO THE CITY. . COMMON OR NEUTRAL CbNDUCTDRS SHALL BE WHITE . UNDERGROUNDAINE, I CdNDUC OAS SHALL BE BLACK T UNDERGROUND-LINE?CONDUCTORS SHALL BE RED 5. STRUCTURES: SEE SHEET 2 FOR 4. ;LL CONDUITS SHALL P;E OW SCHEDULE 80. FOUNDATION DIETAIL BONDINGOF IRC,ITS�ROM LUMINATRE TO SERVICE PEDESTAL SHALL 13E PER A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR I� STALLED TO CITY SPECIFICATIONS. S. LINE APPUCABLE COE) B. INSTALL PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EXPOSEDD TO TRAFFIC, PER CITY INSPECTOR, SERVICE BASE-/ ENTRANCE 6, ALL NEW LUMINAIRElCIRCUITSSIIALLOPERATrz ON240VOLTS.THE CONTRACTOR C. ALL CONDUIT LINES AND C�ONCRETEFLOORED SUBSTRUCTURES SHALL BE WATER TI,GHT SHALL VERIFY THEMOLTAGE OF THE EXISTING LUMINARIES. ELECTRICAL SYMBOL LeST U,�tmkc; ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 7. POLES SHAL�RE FROM ONE MANUFAC-TURER. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALATION. POLE ARM FIXTURE 8. THE CONTRACTOR SHAUL1 INSTALL PULL ROPES ON SERVICE SIDE CONDUIT TO POLE CATALOG CATALOG A$(M WATTS LOAD PEDESTAL IN CONPbRMANcE WiTH THE UTILITY HAVING,JURISDICTION(PCMU OR, 'DUIT -ONDUCTORS STREET TYPE(REF STD 1OD-A), HEIGHT NO, POLEFINISH NO. LENGPJ ARM CON ScE)REQU ISHI AND INSTALL SERVICE C M, _ RISFAR.MFINSH' 1Uj3HTINGFIxTVRfCATAbOGNO� LVMEN� L"'MENTS UT TO'THE LANDING L065 A LOCAL 23-r 1CI-23 24P CONTACtEMPNEERING ENTRANCE 9. CONTRAC HT RA G PA 6. RETAINING WALLS, CONDUIT RUN, CONCEALED IN CEILING, WALLS OR BELOW ROOF, CONDLIT MAY BE AMERSHiELD NATURAL TDR1119STALLINGSTREETLIG POLESWITHOPE TIN BOO -TYPE MEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALL ARE REQUIREDWHEREVER GRADE RISES MORE THE 18"ABOVE THE E i SECONDARY/MAIORI 28-3 1C1_2EI (ANTI GRAFFITI&SEALER) JAP6 61 3T' (NO PAINT) CONTACT ENGI N EEIIIN6 LIFTING OR HOISTING EQUIPMENT SHALL COMPLY WITH.CAL/05HAELECTRICAL CONCEALED BELOW SLAB AS PERMITTED BY ENGII\Ii ER. SAFE'FYQROtft2946WHICH',RE'Q.UIRESAM4NIMUM CLE-ARANCEOFID FEET FROM GRAYNATUR_AL STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5" FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. DESIGN AND FRONT (STREET SIDE) OVERHEAD ENERGIZED1600 TO'�0,000,HIGH VOLTAGE LINES, INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES, REFR TO CITY INSPECTOR FOR TYPICAL SPACE'REQUIREMENTS. CITY OF RANCHO CUCAMONGA CALIFORNIA CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF #12 WIRES CONTA[NED #10 CITY OF RANCHO CUCAMONGA. CALIFORNIA APPROVED BY: i THEREIN. GROUND WIRE IS REQUIRED BUT NO INDICATED. TWO #12 ARE INDICATED 7. ACCESS: STANDARD PLAN 10, APPROVED BY: METER WHEN CROSS LINES ARE NOT SHOWN. NUMERALS ADJACENT TO CROSS LINES ON STANDARD PLAN HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS STRUCTURES MUST BE CLEAR OFF ALL APPURTENANCES THAT WOULD STREET UIGHTS AND TAL CONIDU:IT RUNS INDICATE SIZE OF CONDUCTORS, IN LIEU OF #12. SERVICE PEDE'S CONSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. 412 FOUNDATION DETAILS 410: DATE CiTY ENG USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENO_ftk.1 DATE C1.___67514 SHEET 'I OF I CONDUIT HOME RLIN TO IPA LBOARD. LETTER AND NUMERALS IND R.C.E_J�� 8. SERVICES: B-1,3,5 7 USE WITH STANDARD SPECIFIGATIONS FOR PUBLIC WORKS CONSTRUCTI SHALL COMPLY WITH CITY SERVICES REQUIREMENTS. E. METER AND SERVICES ELECTRICAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED NEUTRAL BLE LOCAL ORDI:NANCESAND AND CIRCUIT 7 WITH DEDICATED NEUTRAL. F. WIRING MUST BE IN ACCORDANCE WITH APPLICA .1 LILL, APPROVED BY LOCAO INSPEQTION AUTORITIES. #10 CONDUIT HOMERILIM FOR ISOLATED GROUND RECEPTACLE (2#12 & 1!#101 GROUND), 9. LOCATION- A. THE LOCATIONOF EXCAVATTION AND STRUCTURES FOR THE CITY SHALL BE SHOWN ON THE WORKING DRAWING. NO DEVIATION FRON THE PLANNED LOCATIONS WILL BE PERMITED UNLES i S APPROVED BY THE CITY INSPECTOR. L C.O. SCALE: NTS NTSI B. ACTUAL LOCATION OF CONSTRUCTIONS STROM DRAINS, AND /OR OTHER FOREIGN UTILITIES TO B� THE RESPONSIBI: ITY OF THE CONTRACTORS. SCAL- E : EDESTAL 2 10� CONTRACTOR TO VERIFY LOCATION AND WITRDS OF ALL SIDEWALK AND DRIVEWAYS WITH THE APPROVED STREET IMPROVEMENT PLANS. APPROVED N MOUNTING AS SHOWN ON SCHEDULES. L D BL ANCH CIRCUIT PA �EL, STR . ATIONDETAL, M C P STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS, PRIOR TO STREET INSTALATION. ET LIGHT AND FOUN ETEREDISERVI 11, SURVEY� SURVEYING OF STREET IMPROVEMENT SHALL SE PERFORMED BY THE CITY PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE PANEL "PA" DESIGNATION. INSTALATIION OF UNDERGROUNb FACILITIES MUST BE COMPLETED AND MARKERD: OR STAKED PLACED PRIOR TO START OF THE INSTALATIION IN 'AND INPECTIONS BY INSPECTION BY CITY. GRADE AND PROPERTY LINE ADDITION. CONTRACTOR SHALL MANTAIN THE MARKER DURING THE INSTALATION STAKES MUST SH10W ANY OFFSET MEASUREMENTS. WP WEATHERPROOF N P 12. COORDI: ATION AND SU ERVISION: RIOUSCON'TR ACTORS WORKING WITHIN THE DEVELOPMENT IN THE CONTRACTOR SHALL PROVIDE SUPERVISION' OVER AND COORDINATION AMONG THE VA WR WEATH!ER—RESISTANT ORDER TO PREVEMT DAMAGE TO CITY FACIITIES. CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACIITIES MADE NECESSARY BY THEIR FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISW COMPLY WITH THESE SPECIFICATIONS. - ---------- 13, OTHER UTILITY REQUIIREMNTS: THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY, ANY QUESTIONS CONCERNING DETAILS METER PEDESTAL TIE ALL CONDUIT STUBS OF THEIR ISNTALLATION SHOULD BE REFFERED TO THE COMPANY CONCERNED. WITH GROUND WIRE SIZE ::INSULATED GROUND BUSHING PER NEC AND BOND TO AS REQUIRED R N 14, WAR' A TY: GROUNDING CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S OBLIGATIONS, H EREIN, ARE FREE FROM DEFECTS IN WORKMANSH-10 ANS ARE COM WITH: CITY REQUIREMENTS. THIS WARRA FORMI NTY SHALL COMMENCE UPON CONDUIT NIPPLE (TYPICAL) ACCEPT BY CONTRACTOR OF CITY FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROPNITLY CORRECT GROUNDING BUIS TO THE CITY'S SATISFACTION: AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE. ANY BREACH OF 1!2�1/2' Soft Circle Olarnater THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION: OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS 1"o F1554 Grade 36 onrhor rods CONDUIT COUPLING METER PEDESTAL (Total 4) with Grade A hot-dip A563 ONCRETE PAD WARRANTY PERIOD. nuts, with A F43$ type i washers. INSTALL FLUSH WITH heN S UNC throods 6' long both ends E FOUNDATION (TYPICAL S 15. INSPECTION: .4 CONSTRACTION PERIOD. A 48 HOUR A Ameran Pole INSPECTION IS REQUIRED DURING THE DVANCE NOTICE OF INTENT TO START CONSTRUCTION IS REQUIRED FROM 12'02" ASTM A-36 Base Plate 9 �j Thl&ne5s-- I' for 23' Pale See Sheet 1 THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA, PHONE 909-447-2740 X 4080 Thickness- I-11e for 28! Pole FINISH GRADE t CVP_ Type S Mortar z z 16. AS—BUI�LTS: 33"00' ccu-'nzoent Of HI:CH ARE TO BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN Two with cold joint Perimeter T? CONTRACTOR RESPONSIBLE TO MAINTAIN AS—BUILT DRAWINGS W Pole COND�UIT PER PLAN 2% COPIES OF THE AS BUILTS. ONE SET IS 'FOR THE CONTRACTOR AND THE SECOND SET I'S FOR THE CITY INSPECTOR. now Line ourb SCALE: NTS K I' Max. bottom of nut 3 B:— ;P to top of foating NDUT STU' ROU D AT PEDESTAL —GRADE Depth of Footing 30' Min, Below U AND G— N ;359, Flow Line See Table Bellow (TYP4 7 BACKFILL SEE UNDERGROUD WARNING TAPE MIN. BURIAL 1.-1/2' Condult SPECS. jr� T BURIED BELOW" AS E !14 1,1.15," Im, nf. '.t "CAUTION—ELECTRtC LINE AME— DI PTH 24" Spiral R ZN-2"A/e Plate DISTRIBUTED BY SETON N UNLESS OTHERWISE Washer(Typ) 2000 PLATE CORP. OR EQUAL NOTED 3" Clear (Typ.) from Took Weld or Peen P.S.1. spiral reinforcernent CONC, to the pile edge 6-#6 Equally spaced Verilcol Bare 7- 3" clear-1 'L 4 1_4U.; , SPACER'S (TYP.) 24!' Di to F ON A, MWO RANCH CUCAM G 85 MPH WIND ZME YO i�, REET1 UGHTING IMPROVEMENT : PVC SCHEDULE 40 :13"MIN. e � n_ DEPTH OF FOOTING TABLE FOR 004MAINED PUBLIC ST ANDINON-CONSTIRAINM�SURFACE 1 HDITIONS CONDUIT SIZE(S) GO A & NUMBER AS Sol Too per UBC 23'Palo 28' Pole N1,19. i Z PLAN TRA No. 20042 OF4 aftbechirded Report No. 36052 REQUIRED T C),D a YOWANTO ENGINERIN-G, INC. 2"TYP. M IN. TYP. Ill. Sandy Grovel, Gravel CARKELIAN STREET FRONTAGE 1UPROVEKENTS 30/22 FxP. 6/ 61 1-AVE., #G i 2705 TOWN 7' AN' STRE T Sand, Silly Sand, Clayey'Sand, POMONA, CA 9176 7 N;QIESL IV. /"�o CARKELI, E X �,, _-z - I ��, C�I // Silty Grove, Clary 6wml cirvi- 909-626-6291' Y, STA. 9+991.83 TO STA. 10+34.51 AMSTA 112+ 14.88 TO 13+ 46.73 DWG� NOT 1. SLOPE RUNS A MIN. OF 4" IN 100 FT. BETWEEN clal Design iyowanto@yowantoiang.com V_ -leal Report i MANHOLES OR MANHOLE AND VAULT OR CABLE ochn TO SCALE ROW 2018-004,80 RISER& lei! APPROVED BY' CITY Of RANCHO CUCAMONGA, CALIF'ORNIA DATE�: 1121L&gt� rl APPROVED BY., STANDARD I'm CRY ENGINEER RCE: 67514 21 Underground Service Alert 2. RUN SHALL BE STRAIGHT WITHOUT ANY HIGH OR , STREET LIGHTS AND C14 ,OR LOW POINTS BETWEEN EN:DS, THE HIGHER END FOUNDATION DETAILS 4101 DESIGN: PLM ipk5wid)W---- RECOMMENDED SHALL BE AT A VENTILATED MANHOLE,VAULT, CRY ENGINEER DATE USE WITH STANDARD SPE019CATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 LARD-EN GIN EERING ry AK Call: TOLL FREE OR CABLE RISER. SCALE- NTS I win Umd SWV*Vl ftming: Fo6tafto, C01100MIC, 92335 M (900) 355- 5 1 OF NON ORCED Fox (909) 3W-1795 1 -800 —REINF SCAL,:E. NTS11 422-4!133 RAWING NO. 614&-W A_ [RC�E Date DESCRIPTION OF REVISION IY 2504-SL TWO WORKING DAYS BEFOK YOU DIIG UNDERGROUND DUCT BANK 5 STREET LIGHT FOUNDATION DETAL 14 D. _ram—. I _ ---— : i — — F �� ___1 i I 9 I - -...— '. \--"",-�. ��_ .�._ T :m _ram _ I �_. I ,:_. '�� ` MAP n, T- 7 � ,r-z �s 1, 3 � �...)., L :s_____.�._• _..._E I l I I `--- r. I �. �-� T- I _ ! ;t I ��; �___1 � f� p , r'--J, ftr _. i //a it 3 I i-,_I � .� ` 'i I ' f t. `' / ! �j � 3 _ \ --- f �7 I I f '"7:n r }..� , ,f ,� , 1. .. .._.1— l-• ;. LL. LI__ r E__ : m..: _,,. -`":... . ._... _.�.,_. _.--_...._.. ._ _. - .. ._ r ✓ , t�� !'� L 1 L , — -- •,i17 l I ! 1 � 1 - ' E r J 11L`'_ j I I f r' ! > �L __ p 1 _ 1 2`3 7 ✓ lt1 L C i — ; —�J �' t ` E — I -' l I • ( tr i I �.e--._- --' - � .,,_..J' is l I �T t 3 I a t 1 !uj I I { , 7 ; E 4 I , 1 + f _� - ��"� /�/ /r ` i- i __- 71 VI I :-?- ; i (D-t ..,,—r—. I:. [" i _ _ I _ —y —I < L , T46 f I — L J 7- : J � - 1 I 13 1 I I I ! 4 E I 1 _ I - -- --- _ -- 1 ! ' E Fi i - r / l LZ PUBLIC STREETUGHT PLAIN SCALE O _ NSTRUCTIN NOTESi GX head: Bsilt Direct Bolt Down Brackets NUMS Coi or Snap In Plaw CAlps and R 1 DFCV I'H' emit in Nuts Paa-instalted t 2 Plat 1 STAINLESS STEEL NEtvlA 3R- DETER PEDESTAL Ei CLOSU E, a , - - NOTES, FOR ADDITIONAL RE�L11RiE(�EI'�T'�. � LE , , 1. REFER TO DRA4�1�lC E 1, GENERAL 100A 'MAIN, WITH 8—CIRCUIT LOAD CENTER AND SCE STUB UP PER CITE2. - THE CONTRACTOR SHALL COORDINATE THE ENACT LOCATIONS OF EXTERIOR AREA STANDARD III'DRAV'II'�IC �' LIGHT STANDARD ARDS WITH CIVIL PLAN: AND IN FIELC PRIER T�i INSTALLATION. I ' L' I wl FURNISH AND, INSTALL STREET LIGHTING PULL BOX STR EET T � 3. COCRNATE WITH LiHTIN AND PALE MANUFACTURER TO P �VDE ALL NECESSARY T � f 4 MOUNTING HARDWARE AND ACCESSORIES FOR COMPLETE AND OPERABLE S1STEM, LIGHTS PER CITY STANDARD DI AWING �13. REFER TO � E . R PRIER T� RELEASING ORDER. MINIMUM I�' SIZE � A 'C TH',�i`�I SIRES IN 1 � SCHEDULE 4C �'� `� .> �. COORDINATE WITH CITY FOR COLOR 3 PROVIDE � Iol � � 4 fj,, 17 CONDUIT FAR ALL SITE LIGHTING DISTRIBUTION l l' I II*ILESS C 1HERti'i E IIIC I TEI AtC mto identifiedwr;th1-(MIN)bl�t� . ALL EXTERIOR' LIGHTING SHALL DE (CONNECTED T ASTRONOMICAL TIME CLOCK IN recessed ienplansrrotedp �i4yapp ved' COMPLIANCE WITH TITLE 24 REQUIREMENTS.. constru on�ZEET � `4 �` "R�STREW LIGHT"for 0 attest lighk a tea � 7 " T I i�I SE i\VI D'L "t PU1t!'for FtanstSrr Cucamonga 4iiunicapai (Type ti y , PROVIDE PQST`TOP LIGHTING FIXTURE, POLE„ COVER BASE AND utilityLy HAih1ER ARh+IS Tt3 LATCH EISTIIC. -RC SIGNAL-for �ir;ty�aern tlT COVE! ' Rd FIFER'"For an inter anneat n�(ubE and' 7'. BEFORE C�RDERI G —INSTALLATION OF EXTERIOR LIGHT FIXTURES AIVD PEDESTALS: calif system Grade �ravbr TYPICAL COVER Bey CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL FEET PROPER rCit�� , Phag,seal or cap conduits Extension CLEARANCE AND SPACING CRITERIA PER 2C14 'I`°••iEC I EQUIREMENTS, per�s#ySpecifications (Required) 12" SeW,on 86-1.02Btit 1="Clear(Typical)' Typ; rya Crushed Rock ;� `�', {� f�a�� 8'°(Q4tl� ` PVC coupling ' XTUR SC Locate conduits along; Drain Hole ��attt Ethe narm side� i-landhas[e1Pui3 Bey Fihargioss Riser:Bend,see;note 1 F11 E N�rt . TYPE , DESCRIPT: ON MANUFACTURER CONDUIT LOCATION 9.Seta SO PVC bands may be substituted for fbi bends - �S'aroondl�ita��`with straight runs�''tS� - POLE MOUNTED LED STREET'LICHTI+NC HT FIXTURE� �, San.Bend Radius:��__ " _ „ _ > _60 __ OF_-; I # 'ERDACBD U 3—, H?_ AMONGA FIXTURE WITH' HEXAGON CONCRETE POLE. -_ LE (CONCRETE PAL DIMENSI ON"tom / R�1 CCr C RE POLE) x , CC LUMEN S,S TYPE I i,. Y AN Y BLIC STREET LIGHT[NG t :.. j � [� ;I� 71� L C D E ,_ : �tllF��T tJ1�a _MAST ,Rid �F�.LTR'.�PstSVVY _. (WITH � lug ,� � 1 C�� '�17 L "�l� L� ,- vy L x �_ � Lli� � �- r {_ REFER TO DETAIL E 9 AND � E 1 Tir'P'«�_ F STD.Sly I I"�I 1�l. _-. f /DRAB " ,. EMENT PER CIT Y STANDARD n_ R / a �, .tEht� f� ��1t � � w t�- � ��-1� i�i .�a ids ��.�. �� --- 17' 3 f �t� � Ti _Lq_ 8 �i at6�t �di H 8 �- J !,-.SF�i T � ) _ _ h6tl.;�a Li_B�� JE I f ,. � .,. .r, y s,r, r 7 2.... l.... _. 3 t t r ,1, 12 3ia.to S �8 _3t .� . ,I d tdd4x, 0.t_ f 1 ft�l� INCIBC. , ., <. I - ,. � AT� �I`+LII��R _ , f m ,t �. �r� .tat t � �� Exp _ , , a ,- .,. ' rtct.� �ID�tOLE 6/30/212 Bt��3l`i5 � � � `��'1"Ci'UE AVM. �� : ..� I _. •.. ELT CS�a �'��. �_f _ ,.y� ��, � - STREET Concrete Lad Sae Taksis� O ``�;'%-c✓l'.. ..wr(It��-', ,r, '� ,�� CARNELIAN 4, (PC) Polymer'Concrete ctd(See Tabu) t - -6 - ( s ,z OP <, • - °� @F 46.73 ROW 1 STREET UGHT `CIIITEIEE in n II _ HANDROLE, /PDESIGN , -,�• C7Fr� u5£'yViTH 5f` dt1iT'�tD SRBC{Fi 's1a�FdS FOR Pt3Bilc �dik5 CONSTRUCTIONE E „ " t XX. 8�51 8t4EEi T F t m N I , '1 1. _ Call: !— TOLL E CK iEft 2% DRAWN �'• �� A us SHEET ------ aria , FITS 1 U" .n ( 3 -179 2 OF 4221-4133 EED _ . DRAWING, NO. CITY Mar di,FORE YOU DIG STREET LIGHTING . ATE a I _. f t �' t f f / \ ( ! ' i I I t t 1 \ _ — i 4 t 1 I I. , 1 r' \ 1-' L t:.� k >~ 1...�----,....� I L-_, c 1 7 ! -------------- __l -� _ _ Y l 1 t"i 2 J � I : f \i I r -- ' I I i s I }} rr - ;__ � I t ,'�� ( . �_ G-�4'`_ �. 1 \ _ 7 f - �M, I ) ___.. ; _ I , t�� i G,_� , _� I }�f";�1 ��'r� l t)�� 1 —�;� 1 ( I I ._,_.._- ' , 1 : L. -� is L.Lj ..,-_._ \, __-� ' .___ �-�"`-1 i I I(' I --- I , l - I r {f [ q { k F r 1 B I t ' I i Ik ! I;1 I!: l II I1.�;I Ii.•.o €I�_Ii1..3 �iI' l—am/V-�(1'0`,--, r �r l A-_r�r-m,,.__i_m .—.-71, /r-f cj C 1Y 7 I ILL-43 10.4 ' � I x I rI!- I( Ia-Y ,}1 _ FF 0.2 •�4 C, _rEI_ I4 J_.s !j /, J -- _r-� L a L dI+. # I , 1 Id _ 2 0:2 10.1 I , ,t /A Al.I_ , 1,r;0 C l..j r' ,35 ! -,.J `J Ia_2 a.2 i 0.3 a.3 1.4 ((_ 'h4,G NlU _S 693 fY TIES: PFR tR 27'1'60' SCALE:�I ;III� I BLI'C STREET PHOTOMETRIC PLAN =5D'- P ' I Statistic Description Symbol Avg Max 1 Min Max/Min Avg/Min Public Street fc 0 Ly FOR REFEIRENU ON— i 2 20042 PLA TRACT . 36052 z7LuJ ` CWANTO E1GINEWNG, INC. 4p , - fl" ,—_ CA cl e , - ._ + - .7 APPROVED m ATE: 511 617514 CITY ENGINEER ndergroI . :DESIGN RECOMMENDED OnR LLARQ EE,R.1NQIYlk TOLL FREE 1 1* Aue SHE ET DRAWN 77422-41331 DRAWINGisHE ay . � ` 0 Date R�I P 1 { DATE EII FP a IY xpires f TWO WORKING DAYS BEFORE YOU DIG ff UCTION NOTES ET LIGH APPLICAII STR; TING C 0- N8 R ECO: 4 _---;MEYERS MEUG`16 PHOTOCELL ALUMINUM CAP- 7 P11N CATALOG NO. 1. CONDUIT. PARTIAL LIST OF APPLICABLE CODES (AS OF JANUARY 1, 2 017) ARM LENGTH 16.5"-111 7.26' MEUG16A-M2aa LOAD (SEE TA E) A. MINIMUM COVER IN STREET OR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE. > OTHERWISE. B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTE C*q 2016 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. cri w'j V) C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS 4 D. INSTALL BLANK CONDUIT PLUGS N ALL CONDUIT TERMINATING INTO VAULTS, MANHOLESM PMH'S, SOE'S ALL CAP LOCATIONS. 2016 CALIFORNIA BUILD11 CODE (CBC), PART 2, TITLE 24 C.C.R, PAINT OR LABEL 5 AMERON CONTEMPORARY 49DRES WITH E. INSTA L PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/116 POLYETHYLENE ROPE, BRIDED OR TWISTED. N i 1 4 HELVOCA (2015) 1: TERNATIONAL BUILDING CODE VOLUMES 1-2 ARM (SEE TABLE) 8 LACK LETTERING F. ALL CONDUIT MUST BE MANDRALLED. OA N 08 AN: 2016 CALIFORNIA AMENDMENTS) AMERON 1131 OCTAGONAL POLE 'NEUTRAL BAR 2. CON�DU:IT RADIUS REQUIREMENTS: 2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.CR� WITH 13ASE PLATE MOUNTING A.THE MINIMUM RADIUS FOR BENDS ARE: �HGTOCELL WHEN 'SPECIFIED I (2014 NATIONAL ELECTRICAL CODE AND 2016 36" FOR CONDUITS 3" IN DIAMETER OR SMALLES F SPECIFIED INCLUDE EYTERNAL JLTGI�T SHIELD) & 48" FOR CONDUITS 4" AND 5" IN DIAMETER CALIFO-RN11A AMENDMENTS) OPTIONAL BANNER 30"W X 8V'H WITH HINGED PADLOCK TO BE PROVIDED BY THE CITY 60" FOR CONDUITS 6" IN DIAMETER 0 2016 CALIFORNIA MECHANICAL C! IDE (CMC) PART 4, TITLE 24 C.C.R. AMERON BANNER SAVER BRACKET. DOOR SIKAFLEX�I a t CATALOG, NUMBER BASPL30P B.THE MINIMUM RADIUS FOR ALL SWEEPS OF MAItINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE). RO CrYP). SEALANT ALL AROUND �-C N LIMITED TO ONE PER' POLE AND ONLY (2:015 UNIFORM MECHANICAL CODE A: D 2016 NO. DESCRIPTIGN AMPI PO LE ON 28' POLES ONLY 3.EXCAVATION AND BACKFILL: N1. Gf1 1,SERM DISCUNNECT 200 2 CALIFORNIA AMENDMENTS) D A. WORK AREA SHALL BE CLEARED AND ROUGH TO B F 2-4., [LOAD OR PER PROJECT 100 2 R Co Z PADLOC<ABLE WITHIN 4" OF FINA; GRA E PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. 2016 CALI: ORNIIA PLUMBING CODE (CPC), PART 5 TITLE 24 C.C,R. B. ALL AXCAVATIIONS SHALL BE IN ACCORDANCE NTH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDE: S (WHEN APPLICA LE), CITY 0011 2016 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA ELECTRICAL PtAN SPECIFICATINS, AND ALL GOVERNING LOCAL ORDINANCES - -]i MAX, Lj W C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INISTALATIONCIF CITY CONDUIT STRUCTURES. -j w -36�X36" OPTIONAL TRAFFIC SERVICE AMENDMENTS) 0 In CONDUIT !J2' RADIUS AROUND THE EDGES D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTORFOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND/OR IMPORTED EL SIGN(S), CITY STD, Fe N:I ER CODE (CEC), PART 6, TITLE 24 C.C.R. BACKFI!LL, WHEN REQUIRED. A 2016 CALIFORI A ENI I GY V BELGW TOP OF FOUNDATION IF NATURAL GRADE R E 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. E. BACKFILL WITH A MINIMUM OF ONE SACKPER YA D SAND CEM4 NT SLURRY AROUND AND OVER VAULTS AND MENHOLES AND AROUND PMH'S WITHIN FLUSH IF ADJACENT TO HARDSCAPE ONE FOOT OF FINISHED GRADE. (2016 IN TERN':ATIONAL F11RE CODE AND 20116 -TREET NAME F. BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS. OPTIONAL S D G. NO ROCKS ARE ALLOWED WITHIN 12" OF DIRIECT-BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASMENT. NATIVE BACKFILL DOES NOT CALIFORNIA AMEN! WENTS) SIGNS, PER CITY STD. 2% 'SLOPE ALL AROUND (WP) 4011-B ANCHOR-,804TS., 0,MIN. X -18" GALV. N PASS THROUGH A 1/2- SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12 ABOVE CITY CABLES. AFTER THIS PO[ T, NO ROCKS LARGER THA 12" 2016 CALIFORNIA GREEN STANDARDS CODE, PART 11, TITLE LOAD 11 4" - 90' SEND,W�EQUIRED) NOTE: CONDU: --CONCRETE FOOTING IN DIAMETER ARE PERMITTED- 24 UR, ig H, ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT 1. INSTALL RANCHO CUCAMONGA NOTES: 'ALL BE LOCATED HANDHOLE SH MUNICIPAL UTILITY (RCMU) 1. SPLICING OF CONDUCTORS-SHALL AEBY THE USE OF COMPRESSION CONNEC70RS WILL NOT DAMEGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 —AT THE DOWNSTREAM: 'SIDE OF POLE NUMBER' PLATE ON THE C.U. TRAFFIC ANDINSULATION PEA CALTRANS.STANOARDPLAN,1ES-13-MMODIR".WIRE STREET SIDE OF POLE 5' NUTS ARE D-,SPLICED WIRES ARE ONLY ALLOWEI)It,PULLSOXES A ABOVE GRADE. 3V SO. AND NOT ALLOWED IN CONDUITS ORsTREET LIGHT STANDARDS. 4. PAVING: R TITLE 19 C.C.R., PUBLIC SAFETY, STATE FI: E MARSHAL (,MIN) REPAVING, WHERE REQUIRED,SHALL BE PLACED IN SUCH A MANNER THAT INTERVERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE-KEPT 2, WIRING:WIRE SHALL BE O.OLYVINYL�CHLCRIM INSULATED(IYPETHw,ostrHNN) 600V-NO.8 AWG COPPER CABLE. 3. OD TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY REGULATIONS. ELZCTR06E P CTORCOLORS' . CONDUCTORS FOR G�ROUNDING AND BONDING SHALL BE SARCORGREVIKI HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO THE CITY. LOCALCODE . COMMON,ORNEUTRAL CONDUCTORS SHALL BE WHITE UNDERGROUND-LINE I CONIDUCIORS SHALL HE BLACK UNDERGROUNOLLINE 2 CONbuctms SHALL BE RED 5. STRUCTURES: SHEET 2 FOR 4. ALL CONDUITS SHALL BE.PVC SCHIlibUILE 80, E R --- FOUNDATION DETAIL LINE 5, SONDINGO CIRCUITSFROMLU INAIRE TOSERVICE PIEDFSTALS14ALLUE PER A. ALL SUIBSTRUCTUI ES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SP' CIFICATIONS. SERVICE APPLICABLE CODES, B. INSTALL PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EX,POSEDD TO TRAFFIC, PER CITY INSPECTOR. L 6. ALL NEW LUMINAIRE CIFICUITSSHAL1 OPERATE ON 240VOLTS.THE CONTRACTOR ENTRANCE C. ALL CONDUIT LINES AND CONCRETIEFLOORED SUBSTRUCTURES SHALL BE WATER TIGHT. SHALLVERIFYT14 VOLTAG[EOF THE EXISTING LUMINARIES. SYMBOL LIST 7. BEIF BASE-/ '0%'T R11 UG"Ne POLFSSHALL I NOM,OjqCM ELEC : 7 CAL ANUFACT.URER. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE -CONTRACTOR. POLE ARM FIXTURE R. THE CON-TRACTOR SHALL INSTAM:Pv LL ROPES ON SERVICE SIDE cDNDu IT To NSPECTOR FO POLE CATALOG CATALOG ARM WATTS/ -11 PEDESTAL INCONFORMANCE WITH THE UTILITY HAVING JURISDICTION�(RCMU OR CONTRACTOR TO PROVIDE SUBSTRUCTURE 'ENCLOSURE WALL DETAILS TO CITY 11 R APPROVAL PRIOR TO INSTALATION. UDADL STREETTYPE(REF��MA HEIGH! NP, POLEFINISH Noa LENGTH:ARM RISE ARM-FINSH LIGI-17INGfIXTURECATAIGGWO LUMENS CONDUIT SCE)REQUIREMENTS,UTILITY'WILL FURNISH AND INSTALL SERVICE CONDUCTORS S-YM DESQ811�1 LOCAL --iY--rx-T23 1AP4, 4" Nis ENTRANCE TO THE LANDING LU,65 AT THE PEDESTA CONTACTENGINEER1 9. CONTRACTOR INSTALLING STREET LIGHT POLES,WITH OPERATING BOOM-TYFYE INDUSTRIAL/COLLECTOR/ AMERSHELD NATURAL 6. RETAINING WALLS: CONDUIT RUI CONCEALED IN CEILING, WALLS OR BELOW ROOF. CONDUIT MAY BE IL ING OR HOISTING EQUIPMENT SHALL COMPLY WITH cALIOSHA ELECTRICAL CONTACT ENGINEERING LIFT NOPAINT) CONCEALED BELOW SLAIB AS P1 RMITTED BY ENGINEER. i TREET SIDE) SAFETY ORDER 2M-6 WHICH REQUIRESA MINIMUMCLEARANCt Of 10 FEET FROM WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALL ARE REOUIREDWHEREVER GRADE RSES MORE THE 18`ABOVE THE SECONDAWIMAJOR/ ZW-T' IC1,29 ('ANTI GRAFFITI&SFAIER11 1AP6 61 32i, STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5" FROM THE SAME, OR IN AREAS SUBJECT TO EROSION, DESIGN AND DIVIDED MMOR GRAYNATURALEXPOsEu FRONT (S OVERHEADENERGIZED 60.0 TO 50,000 HIGH VOLTAGE LINES. INSTALLATION MUST COMPLY 'WITH LOCAL BUILDING ORDINANCES, REFIR TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS. R ;ED T CROSS LINES ON CONDUIT RUNS INDICATE NUMBE: OF #12 WRES CONTAIN CITY OF RANCHO: CUCAMONGA, CALIFORNIA #10 CITY OF RANCHO CAMFORNIA N: THEREIN, GROUND WIRE IS REQUIRED BUT NO INDICATED. TWO #12 ARE 1: DICATED APPROVED BY. 7. ACCESSE STANDARD PLAN APPROVED EW: MET ER Mi WHEN CROSS L:IN: S ARE NOT SHOWN. NU: ERALS ADJACENT TO CROSS LINES ON STREET LIG HTS AND STANDARD PLAN HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS STRUCTURES MUST BE CLEAR OFF ALL APPURTENANCES THAT WOULD CONDUIT RUNS INDICATE SIZE OF CON: UCTORS IN LIEU OF #1�. SERVICE PED- ESTAL 412 CONSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. OgLij 1 i FOUNDATION DETAILS CITY Emilifilm i 41:0 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I C,I I ry DATE: RtZ 67514 09- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF2 8. SERVICES: CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATES X7 B-1,3,5 7 _f�l 4 I ELE I — A-- E. METER AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENT& CTRICAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED :NEUTRAL P N IRCUIT 7 WITH: DEDICATED NEUTRAL. F. WIRING MUST BE IN ACCORDANCE WITH AP LICABLE LOCAL ORDINAI CESAND 17, AND C APPROVED BY LOCAO INSPECTION AVTORITIES. #10 U CONIID: IT HOMERUM FOR ISOLATED GROUND RECEPTACLE (2#12 & 1#10 GROUND). 9. LOCATION:: A. THE LOCATION!OF EXCAVATTION AND STRUCTURES FOR THE CITY SHALL BE SHOWN ON THE WORKING DRAWING. NO DEVIATION FRON THE PLANNED LOCATIONS WILL BE PERMITED UNLESS APPROVED BY THE CITY INSPECTOR. C.O. SCALE: NTS B. ACTUAL LOCATION OF CONSTRUCTIONS STROM DRAINS, AND /OR OTHER FORLIUN U 1111-1 IIES TO BE THE RESPONSIBILITY OF THE CONTRACTORS. SCALE: NTS, E 10. CONTRACTOR TO VERIFY LOCATION AND WITHDS OF ALL SIDEWALK AND DRIVEWAYS WITH THE APPROVED STREET IMP�ROVEM NT PLANS. APPROVED iE PEDE: t I E SE: ICE STA 2 BRANCH CIRCUIT PAN L, MOUNTING AS SHOWN ON SCI-f DULES. STR NDATI L11 STREET LIGHT PLANS AND TOE ACTUAL FIELD CONDITIONS, PRIOR TO STREET INSTALATI10N. 1EET IGHT AND FOU ON DETAI 1 M RED RV 11. SURVEY: SURVEYING OF STREET IMPROVEMENT SHALL BE PERFORMED BY THE CITY PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE PA PANEL "PA" DESIGNATION. INSTALATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MIARKERD OR STAKED PLACED PRIOR TO START OF THE INSTALATION IN ADDITION. CONTRACTOR SHALL MANTAIN THE MARKER DURING THE INSTALATIONAND INPECTION'S BY INSPECTION 'BY CITY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS. WID WEATHERPROOF 12. COORDINATION AN' SUPERVISION: R S THE CONTRACTOR SHALL PROVIDE SUPERVISION OVE AND COORDINATION AMONG THE VARIOU CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN WR WEATHER-RESISTANT F ORDER TO PREVEMT DAMAGE TO CITY FACIIT[ES, CONTRACTOR IS RESPONSIBLE : OR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACIITIES MADE NECESSARY BY THEIR FAILURE TO PROVIDE SUPERVISION OR TO OTHERNSW COMPLY WITH THESE SPECIFICATIONS. 13. OTHER UTILITY REQUIREIVINTS: METER' PEDESTAL THE DRAWING PREPARED FOR -THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY, ANY QUESTIONS CONCERNING DETAILS TIE ALL CONDUIT STUBS OF THEIR ISINITALLATION SHOULD BE REFFERED TO THE COMPANY CONCERNED. WITH GIROUNID WIRE SIZE PER NEC AND BOND TO �INSULATED GROUND BUSHING 14, WARRANTY: GROUNDING BUS 'SIZED AS REQUIRED CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S OBLIGATIONS, N HEREIN, ARE FREE FROM DEFECTS IN WORK: ANSHIO ANS ARE COMFORMITY WITH CITY REQUIREMENTS, THIS WARRA TY SHALL COMMENCE UPON 4 �IT NIPPLE (TYPICAL) M CO DU GROUNDING &US ACCEPT BY CONTRACTOR OF CITY FINAL ACCEPTANCE AND SHALL EXP`IRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROPM!ITLY CORRECT TO THE CITYS SATISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTORS EXPENSE. ANY BREACH OF 12-11V Bolt Cirelt Diameter METER PEDESTAL THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION, OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING TH-15 1"0 F1554 Grade 36 anchor rods CONDUIT COUPLIN�G (Total 4 with Grade A hot-dip A563 WARRANTY PERIOD. hex nut% wqz� pbl,m I-V6, type I washer INSTALL FLUS-H WITH �CONCRETE PAD 8 UNC threads 6' long bath ends FOUNDATION (TYPICAL) 15. INSPECTION: Ame INSPECTION IS REQUIRED DURING TH n Pole L 12'.12' AS IM A-36 Base Plate I I ? E CONSTRACTI:ON PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION 15 REQUIRED FROM Thirkness-- I" for 23' Pat -A S,..rsQh.,t I o M THE CONTRACTOR TO THE CITY OF RANCHO CUCA1 ONGA, PHONE 9-09:-44-7-2740 X 4080 Thickness— 1-1/4!4 for 28� Fo 15' FINISH GRADE Type S Mortar Concrete Cop 16. AS-BUILTS: 33 x3 curb cx1jacent To P of W1 th cold jo �D urb CONTRACTOR RESPONSIBLE TO MAINTAIN AS-BUILT DRAWI' GS WHICH ARE To :BE UPDATED DAILY. CONTRACTORS SHALL KEEP AN MAINTAIN TWO nt parlmator I - a -�-��CONIDUIT PER PLAN pol COPIES OF THE AS BUILTS. ONE SET IS FOR THE CONTRACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR. v Back of Ins w SCALE: NTS curb T' Max. bottom of nut MOM- P U D AND G-R to top of tooting 3 1 �D AT PEDESTAL GRADE j= , 30' Min, Below UIT STU OUN Depth of Footing 48- 39" now Line i(Typ.) See Table Below BACKFILL UNDERGROUID WARNING TAPE 1-1/2, Conduit t SEE M:I N. Blu R,I A L CAUTION-ELECTRIC LINE SPECS. DEPTH 24" BURIED ::BELOW" AS for DISTRIBUTED BY SETON NAME- UNLESS Soral RJIMN.�'nent 2x2'x1/41" Plate 2000 PLATE CORP. OR EQUAL OTHERWISE Washer(Typ) 3" Clear(Typ.) from Peen P.S.1. NOTED spiral reinforcement Tack Weld or to the plis edge 8-#6 Equally spaced CONC. VeHlcdl,Burs a 1/2" 3' Clear SPACER (TYP.) 24" iE Diameter S/0" CITY OF RANCHO CUCAMONGA 4 V- A 55 MPH WND ZOW -- / A 6) N: PVC SCHEDULE 40 HTI: IG: 0" OF MMNG TMLE:FOR CONSWAIMM E STRgETLIG PRIVAT CONDUIT SIZE(S) AND NON-CONSTMNED'SURFACE CONDITIONS I M, Rov & NUMBER AS SaIII Typo per UBC K J)J,8 P ;E 23, Pda 2w Pole 0. NT PLAN N and Gaztechnical Repad 0J 0. REQUI RED (,6/- 2 �3-MIN. TYP. IFIL Sandy Gravel. Gravel YOWANTO ENGINERING, [MC. T2"TYP. 1" ', W, -�, EXp. V-11 2705 TOWNE AVE.,#C W -t4 7' TRACT! No, 20042 Sand silty Scrcl� Glayey Sand, POMONA, CA 91:767 -T V, N 0 T�E-S- IV, �I r��\ Silty Gravel, Clayey Grove] - 909-62&6291 N. OF 4" IN 100 FT. BETWEEN Clay, Sandy CID Special Design DWG� NOT 1. SLOPE RUNS A Mf iyowanto@yowantoeng.1com Silty Clay, Clayey Silt per Geatecimfoul Report TO SCALE ROW 201 8�004801 MANHOLES OR MANHOLE AND VAULT OR CABLE RISERS. A 0 UA APPROVED BY- DATE.- CITY RANCH ! CUCAMONGA, CALIFORN APPROVED BY., RCE: 67514 15TANDARD PLAN dergro 2. RUN SHALL BE STRAIIGHT WITHOUT ANY HIGH OR Un und Servi ce Alert STREET LIGHTS AND' LOW POINTS BETWEEN ENDS, THE HIGHER END PLM PREPAM 0 DESIGN RECOMMI NDED FOUNDATI: N DETAILS '410 E SHALL BE AT A VENTILATED M ANIHOLE,VAULT, CITY DATEI: ER 11 IN USC WITH STANDARD SP"ECIFICATIONS FOR PAJBUC,WORKS CONSTRUCTION SHEET 2 0 IY Call 80orkig UWSnaft -Imid ftW" 1: TOLL FREE OR CABLE RISER. 2% NTS --j ISM6 SOV111tel Amos DRAWN SHEEr :Fan tan6i Califtrfft 92335 IM: Fox (OCR) 3W�1795 IN"FORCED 1 -800 NON RB SCALE: NTS�:: 422-4133 CHECKED DRAWING, 01. 152 Date 2505-SL CITY Re"an J. 0�10rd, ,L N SION NO, DESCRIPTION OF REA TWO WORKING DAYS BEFORE YOU DIG UNDEW ROUND D ;CT BANK 5 STREET LIGHT FOUNDATION DETAIL DATE APPROVED:� ly lexpires )2( iIIJ-1v (511-2,3 7 01) ---------------- r_ 2u F_ 77_ ---------------- r I 7 77 AR LL L MAP 4 —14- U k-1) Ll L r ',A I f_1 J_` F _4 __j z F)� M, B� ----------------- U_ PA R� 2 cr 106 1 1-11 ------- _j' ) _L i 'D TT -------t Q; (Ar"N 10 6 7 -2 61---04) J_ #6 #6 0 L'n #6 #6 Z, 1,3 1:,,3 0 'T --J #6 1,3 7 4 J7 7 r (IAPIV 1061 --261-051) LU ! __P 10 6 1-,3',5 1 -J2) 7 L f L-L '-x F-1 _j L__1 L 2,4 0 Uj #6 r,4 AN- ------------ 2,4 2,4 3 �A 1 I,3j #6 -X #6 2,4 2,4 1,3 #6 #6 #6, 1_� 6 #6 0 # 77—, 16 51 T/__ _T (TYPI'CA 4 1 PA F —7 I j I I i i I —F L __j L I _71 - '06 4 U L_J L F f L--,-JL L 'A 7 Lj L 7 (AP�/ 14061-35-51 33) : _200 L PRIVATE STREET LIGHT PLA:Nj S, NOTES SCALE:1 50'-9 1 REFER TO DRAWING E-1, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. Bolt j % STRUC110N NOTES Hex Head Direct Bolt Down Brackets !CON 2. THE CONTRACTOR SHALL COORDINATE'THE EXACT LOCATION'S OF EXTERIOR AREA LI,GHIT STANDARDS WITH CIVIL PLAND AND IN FIELD PRIOR TO INSTALLATION. or snap,in Place Clips and Nuts Pre-install'od(2 Places) Bolt:Down Ltd 1 STAINLESS STEEL, NEMA 3R, PEDESTAL EN-CLOSURE, 120/24OV, 1PH, 3. COORDINATE WITH LIGHTNG AND POLE MANUFACTURER TO PROVIDE ALL NECESSARY i OOA :MAIN:', WITH 8-: RCU�T OAD CENTER AND SCE STUB UP PER CITY CI L MOUNTING HARDWARE AND ACCESSORIES FOR COMPLETE AND OPERABLE SYSTEM. W L STANDARD DRAWNG #412. REFER TO DETAIL "2/E-11" AND VERIFY EXACT 4. COORDINATE WITH CITY FOR COLOR PRIOR TO RELEASING ORDER. INI LOCATION IN Ll L 2" 5. ALL EXTERIOR :LIGHTING SHA L BE CONNECTED TO ASTRONOMICAL TIME CLOCK IN FURNISH AND INSTALL STREET LIGHTING �LL BOX NTHN 5 FEET FROM STREET COMPLIANCE NTH TITLE 24 REQUIREMENTS,. LIGHTS PER CITY STANDARD DRAWING ;#413. REFER TO DETAIL "1/E-2". 6. R R N 12" 0 D PR E MINIMUM SIZE #6 AWG THWN�2 \AARES IN 1-1/2 SCHEDULE 40 PVC P CIVIDE POST TOP L[GHTING FIXTU: E, POLE, COVER BASE AND TWI ASSEMBLY R BANNER ARMS TO MATCH EXISTING. CONDU'T FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHE WISE NDICATED. I Covers to W identilled With T'.(MIN)block recowed::Ieftm Q$noW per,ivappmved TYPICAL. construction:plans. 7. BEFORE ORDERING & [NST A-LATION OF EXTERIOR LIGHT a "RG STREET U GH7 for a$best light: 1j. FIXTURES AND PEDESTALS: a "RCMU'for kerichoicucamcinge Municipal CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF (Typ) ( 4 PROVIDE 3" CONDUITONLY (PVC SCHEDULE 80) W/PULLSTRIN,G TO SCE POINT OF Wily W2 :T. COORDIN:ATE WITH "RO-SIGNAL'for a sIgnall,"'em TYPICAL,ASSEMBLY VERIFY LOCATION' OF SCE SERVICE ROIN: EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER , CONNECTION. THOUT COVER) EDISON FOR PROPER ROUTNG AND TERMINATION OF SERVICE BEFORE WORK IS TO "RC FIBEW for an:int6monrib.ct'condult and CLEARANCES: AND SPACING CRITERIA PER 2014 NEC REQUIREMENTS. cable systern -Grade Cover BEGIN. TYPICAL COVER Box Sob 60 PVC. lz_ eel or cap conduits Plug,a porti*sp�pqffioatws (Required) 12' A PANEL S- _ C HEDULE FIXTURE SCHED!...._.LE ESCRIIPTION MANUACTURER TYPE D 0nished Rock VOLTACE 12QMO 10, 3W PANEL PA (NEMA 3R) LOCATION PEDESTAL 6-(MIN) ATON (LIGHT FIXTURE) SUS AMPS 10Q �E PVC coupling POLE MOUNTED LED STREET LIGHTING TOP FM RFACE MTG.M KER: i 100 A.F.-1&—A.T. BOTTOM FEED FIXTURE WITH HEXAGON CONCRETE POLE. MAIIN: BREA IrB #VERD-A018-D-U-T3-4N7-AP M FLUSH MTG. 0! LUGS ONLY E3 REMARKS 1N AIC Locate conduits along Drain Hole Gmut the,narrow sidelaf (4000K, 48GO LUMENS, TYPE 111)., AMERON (CONCRETE POLE) VOLT-AMPS L OUTLM C Fitimrill9se Ritee Send,see note REFER TO DETAL "1/E-1" AN[D -4/E-1". #lC123 (WITH 4' MAST ARM) DESCRIPTION C� C OURM VOLT-AMPS i C K BUS K C C A N A-A PER,CITY STANDARD, DRAWING #410. L A 8 a L TR �T AS T � L IR IMI A 1 8 8 COMMUNITY COMPLEX SMEET LIGHTNG 204 2 204 COMMUNNITY COMPLEX STREET LIGHTING CONDUIT LOCATION 1. Schifl_D PVC bends rineybesubstituted for fiberglas-z bands 204 _�T 4 , 204 for conduftsz 3*withVmIght runse 150' SPACE SPACE 2'.MI n.Band Radlus-SPO-36,4"0-48,-5'0-48",6"0-60' SPACE ISPACE DIMENSION TABLE SPACE E SS SPACE C Ty, 0 RANCHO CUCAMONGA RANUFACTUPEk SPACE SPACE CALTRANS: LID W L W1 Ll W2 19 STD.SIZE: TYPE OR AP17DEFQUAL BOX 5 Rl t4 14": 18" 27-1/T-, � VATE STREET LIGHTING NO.6: HANDHOLE JENS!� N1324-1-01 i&W! 2a-I 12-31W' 2W' g < g 5'- HN 'N 130 5- 22' W 17" L P 21 — fie" 1,2 NO�6, PULLL:BOX. JENSEN -1740 JPC ,17, -TI LGII 75 -1".77 __�!O.4 I$TY N36 WSMIES _I PULL BOX CHRI 22" IMPROVEMENT PLAN N", No. 36054 "'A N( D, 6 R_52 N NO,5 HANDHOLE BROOK-$ �MI'11 CONIC 23-14' 18' 112- 13�' YOWANTOENGINERING, INC. � "N" 'N"N"111" K,5 MEMO 24" SOLT T14_1 270-5 TOWNE AVE-, #C Exp. 16/30/22 R (G)-Concrete Lid'(See,Table) T ACT No. 20042 -111,111_1�"`M-1_1111 21. Ea��ari T7 0 M 0 ble) POMONA, CA 911767 T Lid(See To (PC)-Polymer Concrete a EMIR M M 909-62,6�15291 `J ............ ;T APPROVD: BY: x, L,",Z Underground! Service Atert 1 2`3—1 PTTTL BOX 413 ENGINEER On R�EF K vil 7 MVQIA�efl UAlh 5 77,777 USE WITH STANDARD SPECIMWONS FOR PUBLIC WORKS OONSMUCTION SHEET 1 OF 'I 59 ..... ... PIM RECOMMENDED D PREPAIWI '4 ' ?... .. ESIGN REE Calk. TOLL F A 2__ j 0 -LARD_ ��ENGINEE . ........ 4 75 L_J_ SUIS TOTALS ry cm,bokwvfto..: Low ar plard" 4*4—LOW 204 PHASE TOTAL' A 816 -14 DRAWN 16"S*S_"Ia Amue SHEIET CONN'. PANEL TOTAL -VA; MAX CONN. LINE CURR04T AMPS SCAL NTS, 422-4133 PMEL TOTAL .82 1.02 Fantmd. Od! 16 92335 + L.C.L. (.25) -22 KVA; BALANCED CURRENT__±-_3_AMP$; DESIGN LOAD KVA W5 M&�17951 0 CHEC KED oix NO. G P TWO WORKIR DAYS BEFORE YOU DIG STREETLIGHTING ULL :B, 1 CRY NO:. DESCM 'ON OF REVISION DATE ry R I! _& P).$E—)SOM Do% -SL APPROVED' 2012 2505 explreS__ F J F L -Z 71F Z, ---Tj 1 F--I 1_J 1z A/ F3 U-1 M, [3 �01 E A� V A PN 6, 2 6 0 4 v �L '-0 10.4 10.4 10�3 0.3 *0.3 '�O. '0.9 0.4 04 ':0. 0 3�-O.4 '0.5 '0.5 '0.4 10.3 '0.3 10.4 '0.6 �1 2 .2 OV 3 ;3 1.2 .2 *11 3 '1,2 "ll.1 10.6 10 3 ').0 '),2 05 5 0 1 0.9 b.6 0.4 10.4 +0.4 10.6 +1.3 +0�8 10.5 +0.4 10.4 10.5 +U 1.D .7 .4'10.4 10.9 0.9 +0_7 +0.4 0,3-- +_4 4. + z u F-" T 0.3 10.4 4\ +07 + \k=--- 10, 0.3 19 + .10 +0.3 09 1.2 _F-------L I +0. +0.[7 +1.� Fir V 1-1067 --231 6141 ' Lu 7 +0. (A FA/ ch: UJI if + 11 0.6 Lj 4 L j +0,6 .0,14 +01 1 T__ ------- 2 6 17- 1-J-11 1 +0 10.71 104 fICi 4� 0.3 V +0. +1.(1 Vz f_1 W Pr_' S A15-0-1-21- + 711 0.� 1.21 T FP FAV 4j/41 DIV /0-3, /,R' + 10.2 +0.3 10.3 +0,5 0.9 10.2 10.2 '-40- 1 +0.t�. + 0. TF ------- uj "b L A + I. ate 5_10-6- 5 --+GAt0A__+Q,5,__+0.7 +1.1 +1.4 +1.1 XI +0 5 X_ + + +0.6 +1.0 1.� 10.9 +0.6 10A +0.3 +0.3 +0.4 .6 j '0.11 +0_1 1 ),3 +0.5 al +0.6 + -------------- cr1 + + J, u 10. +b.8 -0.5 a +04 +0�4 10A 10.4 10.4 +0,:3 10.4 +M +1.1 +1. '1.3 *1.3 .3 +0.4 +0.5 10.5 +0.5 10.4 +0A +P 4' T__ 7 1.2 3 .3 0.5 OJ 0.4 +0 4 / �4 A10 3 +U +0.9 +0 + + + + �1 -A +Q-9 +13 , +1,A +1 -+1.0__:!o-.q __+0-7---�0-.5-- t1.0- -±1-13--��71 a--10 -1077--+17 0-6 .2 .3 0 06 4 7 4 06 1�0 I. .4 2 0.7 '0,.4 +0.4 'd.4 +0.7 A 7 + + +0.4 +0.4 10.5 "0.5 10.5 +0.5 + +t2 "I + V. (04- ___1__2__ k T_ t _J L[ L V 70 6 2�51 0,;_'5 7 7 F 9 L-,-1 9 J J L_-JJ 0 F,�J r---- - i I - H I i I I t i - 1,71--- LJ L 4 L=j 8-- iL J_ L -J ------ T F PN 10 6 35 1 33,1) tt F-- 1 T _-Z T? FD IVXG A(A/� &- vfASAIE� LS 69,32 \�2T 712 IF� C DIV 1 0' Bll TIES PER C-R 2-_1�311060, FZIUSH t F) A X �D A A' Q, PRIVATE STRUT PHOTOMETRM PLAN SCALE:1" w%oll PHOTOMETRIC STATISTICS, Statistics Description Symbol Avg Max Min Max/Min Avg/Min Private Street 6 IC 1A fo 0.1 fc 14.0:1 6.G:1 L y FDR R:EFE:RENCE ON,: H OUCAMONGA t SS CITY OF RA CHO < A PRIVATE STREET UGHTING LA 17238 T" HT P ROVE' E IMI M N No. 36052 2)v iff 06/301y21 if M YOWANTO ENGINERING, INC. V Fxpi. 6/30/22 2705 TOWNE AVE., #C TRACT: No. 20042 V POMONA, CA 91767 Aril iyowanto@yowantoeng.com ROW 2018-00480 CD ..................... APPROVE Underground Service Aleft D BY: DATE: C14 CITY ENGINEER RGE: 67514 L R" PRI&ARM W- DESIGN RECOM DED MEN Call: TOLL, FRE�E A Q GINIEERIN: �R EN ............... ly Qd: En#wkiq- Lwd&wvq4 - MIN We 1 -800 DRAWN 11866 SevUle Averius EET 422-4133 Im OF 900) 356 5 'Fox (909) 3W-1795 3 + 71, 07 .06 .1 P J- RAWING NO. RE I, CITY TWO WORKING DAYS BEFORE YOU DIG Rai J., Allard, Ri M 38051 Dde CL NO. DESCRIP7nON OF REVISION DATE APPROVED: ly 250,5.SL expir 713 /2022) 0