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Home My WebLink About2265 4. BENCHMARK Found 1" round head bolt in concrete curb stamped Bernardino 1 1" at the southeast comer of Foothill Blvd. and Hellman , 1 ft. A% west of end of curb return. ivtin-- 1203.623 CA&S.E VEJAR TR�MET IMPROVEMENTS FROM l APPROXe 150' WEST OF AVENIDA LEON TO AVENIDA CASTRO AND SPECIAL PROVISIONS: 1. A "high early strength strengthconcretelp shall be used in the replacementexisting approach.mLaEON STRE�r=T IMPRO High early stmngthconcrete shall be Close660-C-3750 i t more than 3 parts calcium AVENaIDA chloride per cubic r an approved alternate. FROM ARROW RTEn TO CALLE VEJAR CENTERLINE STATION ARE APPROXIMATE. NEED TO BE GIENBI& NOM0 FIELD VERIFY AND ADJUSTED WEAKENED PLANE 1• I II conformi Standard Drawings t ACCORDINGLY PER APPROVAL B 14 JT. (TYP} LEGEND Specifications for PublicConstruction, (Green ), itio including t BY CITY'S INSPECTOR 2008 supplement. • Public utilitiesr n n r available records. • tr t r II responsible for protecting all ilii n within ALTERNATE NO,1 ; , ; ALTERNATE NO.2 Conconstruct`on limits this project ll nil r f t =p =$ , t? MED.BRooM i STRAIGHT APPROACH ® SiteWING APPROACH � ,. i i =.,', P.C.C. NEW con ti operations. A COLD JT. OR p+ RANCHO CUCAMONGA • .. . .; 1-800-422-4133n f II to u Ut t � SCORE LI, � ntr t r ll notify n n is . � CURB & GUTTER working prior t construction r regarding problems. REMOVE AND DISPOSE iA.C. �" c.� za" � �► {, ; , �,° ,,EMERGENCY ONLY 800 611-1911WEAKENED PLANE At �y ,w B X=3'1OR GOLD JOINT Southern California Edison Co. iics w '�.V �- 4 w,"`ti.. G % 'f 2 "i t�',r '..._�/ X-3 80 _ 0. c _ s �' :.: ;. ;. WEAKENED PLANE I. V W — PER PLAN Southern California - Y ONLY 909 469-6340 �" 1/2"R ri g . .... L OR COLD JOINT_..... � � w..... � r CSP) 951 343-5171 .- - Jun Ga alone= . Charter Comm. c J p. . g — Almond Rd �T ��. . a ,: CAN BE REDUCE TO FIT EXIST. • a Valle Water Dtstnct — EMERGENCY C1NLY 909 957 2591 — �� Cucamongay �::z .. , 1 .. Y. � x c0 = .. �k .� I CONDITION PER APPROVAL BY 4 • Hillside Rd ' .R ° ° ,c .C` €r'° Wolsdn v c� $ry .. x..< CITY'S INSPECTOR contractor II n i Rancho It •n , C! f® _ Wilson u 4. The a 1' a * UNLESS SPECIFIED OTHERWISE Cucamonga Ir t o I district, 7 u nor t construction ,. r r ..f 4 r r. .., ll f.F;;�f i�I1r.•,,r k+.t t':1. ._t(i'µms�� _._. _,�.,.. p.d,_" �` Route ai tour r r closures. , ,� _. indicatingn a gran t r Ulu la G,, :"i 4_a _ - } �p.' I r. I}e tdj¢;1 .:i c ' F�4:[ XCONSTRUCTION NOTES r const coon MODIFIED • ` tContractor II contact Public tint ._, , �pa; ^ _ uti } 5. For inspection f this z. rqg�' tt..d,§w NIC�1�a11d 1P 477-27 ext. 36, Monday - Thursday, n t l two i prior t construction EXISTING �" x � P L1 § 2 CONSTRUCT 3" A.C. OVER 4" A. I. PER CITY STD-100 . 1 F' 1 ....«j, 4}`ILtstart date. 6f dk CONSTRUCT • •G• CURB W/24* GUTTER PER CITY {/�� a a S ON CURB. • ` Caprior t n n coon or Base LtnRcl ; E, • permit hall obtain f t I cr ;r. F 4 w �- " P.C.C. C / " C . 1 . P HOUSENUMBER Rancho Cucamonga t r rights-of-way. � �.. !s6 E �; r Cw.. _.. encroachment tin any CI :t K. < . .. a re, 3/4" LIP (1/2" R) G 1 _ ( q P.C.C. 06 .. underground utilities pipes structures. shall `, 12' " 7. The Contractor shall familiarize himself with all unde g P Pe Foothill B'l �0t�►t�t�l��1..�? 6 CONSTRUCT 4 ICKP.C.C. SIDEWALK P C 103 (W PER PLAN) r risibility for the it placement, at no cost to the City, for any damage to said w, l r2 °'m ''.e [��row „ "SHINER” a of / f° t 4 SHINER L=7,5"� M-1'* 7 CO CT DI P C P PER CITY . 1t32 .. CtUr rrow:, AT FLOW LINE underground utilities, t an t rER MTRANS STD RNSP A88 CASE C OR8 CONSTRUCT HANDICAPPED ACCESS 7' 4 $• Contractor sholI verify all conditions and dimensions shown on the plans at the site prior to .� _`' q Phi . • tel to the Ci 10Ereewa .:'t,° � �, ; �; $ 14 ExIST, DRIVEWAY AS MODIFIED " commencement of on work. All discrepancies shall be reported for direction immediately ty. _ee °6t�r s# .., n 5, PCC OR AC 9�- CONSTRUCT 4 THICK PCC Y r�O� ��r � � ---, ! VARIES -- ____________ ___ 10 -- CT COBBLESTONE K E PER CITY . 542 ME I rime • • @ � ::�. fw submittal of t t r r l nt r II p °; 4th t ROADWAY sURFACE r s�-OPE---- USE ExPA slaty JOINT 11 I CON , U . . . PLAN 9• On the data and at the tl a of theP •possess any a l it n II applicable Via, , , .._ } f • . nd all contractor licenses, I .a :._ , pP a , °.. q , t FaR PCC MATCH U t n _ -.- S . • r t contract; Including -1 AND AS all t ar: „. } �. _ _ 1 Free .a Q " MATCH EXIST DRIVEWAY I " L P CH C 1 1, _ , . ! la with respect to any an " " c c .� � ...w. �.� . :c- .' PCC DRIVE AP limited t to " " License (GeneralEngineeringrSpecialtyI -1 license MATERIAL (MIN. 3 Ac) 1 ICK 6" PLUS CURB I 1 HID H . 1 (Earthwork an i Contractor) sufficient o cover II t o t PrimeE :E E ` ' ` (California in n � ��' "� HEIGHT (MIN) *UNLESS SPECIFIED aTHEP.WISEWING APPROACH OR • provisions Contractor's L U i } Contractor to accordance I t rvl ion f t � inti u unit r • . ' @- Professions C . 1 ( S.C.E. } Section t. .} n i 1MATCH 1 1 I INCLUDING 7 TO MATCH EXISTING. 17 RELOCATE 18 REMOVE AND DISPOSE EXISTING SURVEY MONUMENTATION QN— CONSTRUCT 8" THICK PCC DRIVE APPROACH PER CITY STD. 101. TYPE I i in u monuments will disturbed this II referenced r y 1 LSHEET C AND AS Y • r i cc anc it tion 771 t lif i t. I I L 134 the CI s Construction • onu n found hof availablei car field r n t l 1 DISTURBANCE EXISTING �fwAND t I LUI , IRRIGATION and crifolio } so; SYSTEM. 1 1 1 12' T i MAX.• L :1 • X- NO 22 REMOVE EXISTING STREET LIGHT FROM POWER POLE BY SECTIONS) RNH ok 1 18' 12' V I 23 REMOVE INTERFERING 12 1_ CROWNi I ( 1_1} ' 7#-18' 2 25 PAINT 12" LINE AND STOP LEGEND I 2 - 0° TO 7 I ). iEXIST. 1.00 1® FROM THE EDGE WITH 1® " BOLTS (TOTAL ) 1.00 TO 1.38 �_--- -200 TO 2.63 3.5o a --7z-," 21 TO 4.31 21 -- -- _ _ A 21 .': 1 SHEET INDEX 3 3 0 A 5 +52. TO A 60+10. 8 I " a ® TITLE SHEET 3 PCC CUR / 2 " G 12 STA 50+50 TO 51 +00 (CALLE VEJAR) ------- STA 49+00 TO 49+50 (2. CALLE VEJAR PLAN AND PROFILE CALLE 1®' (FROM 150 WEST OF AVENIDA LEON TO STA 57+00) T ' 3.5' 3. CALLE VEJAR PLAN AND PROFILE (FROM STA 57+00 TO AVENIDA CASTRO) II 4. AVENIDA LEON PLAN AND PROFILE NO SO so RXH ! i (FROM ARROW RTE. TO CALLE VEJAR) 12' 1 ' 1 ' 1 ' W 'f 1 ' 1 ' 1 ' 12' fCny 5. CALLE VEJAR CROSS SECTIONS1® DESCRIPTION I . (FROM STA 49+00 TO STA 60+00) 7' 11' 2 g 6 HU CAM %SM AND AVENIDA LEON CROSS SECTIONS CROWN 2 6F UU (FROM STA 7+50 TO STA 10+00) f { 1.00 ._--- ------ . --.`' 1.70% w.,„..n. p e!d.{ ' ,;"..! a.e -. 4 TITLE SHEET ox 1 21 . .. 1CALLE VEJAR MtL I WrKOVEMAEWS ,.. ...... A' ' 21 a STA 8+53.03 TO • APPROX.FROM _ WEST OF AVENIDA LEON To AVENIDA CASTRO AND .3 NOT M SCALE —�E"m"E* & A ME16 MEk r, MFK 3 4 4 AVEON'IDA LEO" STK L I I OWMENTS Underground FROM ARROW RTE. TO CALLE VEJAR APPROVED • ServiceF ® ENGINEER NOT M SCALE Af% NOT TO SCALE II. L '� ` PLAN PREPARED BY: RO 1 -800-422-4133 _. 7 f WORKINGTY OF RANCHO CUCAMONGA E 946-T TWO Y i Exp.®06-30-11 RANCHO 10500 iCUCAMONGA,VIC CENTER DCAv91730 OF C �►� . CB DATE FU NO 2265 1:71 7711 77 7777:7777 IH IIA A F?PK ...................... V2111:2=:1111:1=:7 77 7 7- 7 :7 7 n 1 1:7 11:1 L:=l 1=71 17:11 71:17:1211" ........... 7 7 77=777 7777-7777 ,7-- 777, :=22 77 7 7777,7 74 ..............V Z' Found 1 round head bcAt in concrete curb stamped ............ ................. 777 77-7 1-7 ........ .........2 --------- 69 I" at the southeast San Bernardino County 13104 W 777 , 77,_777 51 2TTZ 1117: _=Z1:Z=:IT= 17z:727:7:71:0- 'El U comer of Foothill Elmd. and Hellman Avenue, I ft. ......................... ............ :Z== —Z Z:=:OLZZ 777777 .........:71IT 7 777-7 of (Al" retu m...... . ......7 7 7" ............ ....... west A%f end 77= OD"' 7 m�........ ....... ........... 77,77 -7- _—,=—7 7— 1_111-1%_-77, .......... ..........7 777 7—77,77 Elevation= 1203.623 7 —1 11 11-11� 77—_ —=77 ___7' 1-111--- _111-1111-11-1-111 �11- 11,11-1--l- 111-1-11-1 ,': =: ,"," "" " '' ,11-1,-11-111 11-1-11---, �" -:, I........ ........... ....... -------- —------........I------ ........7 ............... 77—7--777 777777— 7777 7— 7777=77 7—=77 —7 7' 7777 7=7 7777'777777 7=7 7777 77— �7-......... 777—=77 77—77777—77 777 7 7— �........7-77 7—7 7-77 .......7 7 77-7 21 72 :1 Z n�T`=l n�71 ='_= Z -7 7 7 7-7 7-77 ........ 71 777= ...........777- 77777'777 ....... ...........7 77777 71— 77 77,77 Aft I...... ....... ....7 .......... 7—'-- ___:z —1-11,77 77.........:", �-__ 11-1-1 I 1.11-111 :, , , , " -1, ",, , ,", ," ,--"-, - -_-, '' "',, ,-,," "," -, ,,'" :1 7—------- . ........C14 7 777'77777 77 7— .. ...... .. I...........-4--4 ZI 1- 77 77 7'777 7777 7 0 710h: ............ ..........7- ............-7 7777 7777 77 _7 7777 7 OD ,, ,-_".�:-"-�"_::,-,, , =-=- L-, --- 11:12:Li:L:z 770 12 0:1=_ Z 0 Z1:17 1711 zo: 7n 1Y7 1 17n 177 1 0.6 If)= :107:77Z:Z:I 777�777 777 0704........... ........C114 7...... .. 7 77 77+ :12Z IT ..I: lZej:a=L:=:L 7777 77,77 77 C4- 77-7....... -0 7=7:nil 1772 T77:7 ZT11 :71:=...... N F3 RO LEjj jQ? my AJ -77777 77 77 77 7 7+ ............. ....... ........ni 0 =10 ......I�7ZV -27 77 ins flip I'll,111-11 1� T-1-11- _1__11___1-11_I,- — -111111 11.1-111-11,11--, -"'MAN M , )M-,TE N Z 77777 7777 ...........7 77—7 7,777 771:17:770:7�7 —7 77 77 777777— 7=7.7==77 277 777777 77 77= 777 777 777 ll�1" fib =77 ....... 7 177�2=7�12 7 7 ln= TV:.......77 7,77777, ": -"!I! 1 "" , "" ...........777 -777 777777777 7777 7-77-777 777-7 777777 7777 777', ...... I 1-1.1 1111111-1-11"I'll" -11-111-�I I I :=t ��:: �: — � 1_117 7777 7, 77'77 7 7777 7"77.......7777_7777 71 7,7-7 7 _7777777717,7_7 ....... 7 71 ......777 i0il 7771=172 77:7777'77777 7 =77 7— 77 77-77 77777 77777-777 77-777 777.......... ......., ................77 1:= W 41 LL 17:1 :27n 7=1 7770 1:12 1:77=21 27 2 1-171=12:=1 27777 7-71=: 11_1:nll ln=17=1=7.... ............... ............7 7777 -77- 7 -777 771C 11 lnl=n. 12=:Loll il=77777 7— 7777 7777 7T,71- 7 =:::Ty=Tnn 11n1l 1�=:17 ....... 7 777 77,77 7? - TOOT 1117 77 7 ..... .... ....... 77 77 777,7777777' 77 12:71 71 17=7- --------- ------- KU b....... :711 17 77-4-7 LZIL 1 7 :721 4-4 7 0 7 7-7-77 ........ ...... - —77777777=7 I I I 1_7 7,77 777 7777 77- 777 777 =7 77-7 -77= 77777 77,77 777, 77 7 7 77,7 77,RO LE-7--,-77 ELIE 13i 770 ozz==i 77-- 77- ..................... ...... .....................7-7 7 777 7-77 7_77 7 77W MY 1 Zinn lin 111--1� : - , , :=I'll,11 11 �11-11111111- --to :T: 1.1- - -11-111- "__1-777 :.............7-- 77 77 77-777 7:777 777777 7777 77777 777-7777 777"77- 77777--- 11 l22 Ul) r .................... .................LL--L 20- 77 77777 77- ....-7777777,777777, 77-77 .......72:72 1 ...... ....... ......... 77 77 777 7 .......... ............ ......Fn: .... ............7777',77 77,777 7,7777 rn LwL1 7-777 77 1-15 .54 , 0-1:1 ",". �... .......M 6:- 7,= 7777 ,7 30 ......... P1...... 7,77 7777 7 P1. ux- 0+ Till 123=1 T=::n C,4,, 77 77777-_w 1 77' TOY7, 71=1777 zzll 1177 12717 171-71717 71-7 11:77 7: 7:7:1:77: 27 I..........077 ...................... 17121:12i:10-2 :712:I___ T:ln=11 Till:721:z7ny 17 71 7�n�Ili=17= ..........�'-7 777777777 777777,7 CL................. 0 ..... 7777,"77.. ....... lu=Z::=L =r,= oil 7=1 1=11 ................Z=; ........ -777 -7 7 it P OR -*,''i '" --0 -, :1 - - -1111-11 1-111-1-11 1-11-1111111% - I I ..77::77:==77' 777 7, :7 777 P177 7,171 7 1=�nnl 777n�=n 11 il�_172�12�TITZ VZZ:7"., .......C4 ��o :ZIE ...... ....... ........ 71117=71 Z717=V71 11=7;117: 7n�q7 ��t C) :127:1:11.7777 77 7-7 J ............7777777777 7 777" 7177 AITZ 0721 77 7-............ r!:7.___-_7 .................. ........ ........r a +..... ........ 77 77_77 -7 -7 �7 77777 ............... Z 117: 123Z Zill 121h 127Z 777=1117 7771:Z112:Z=l k >...... .......0 77 17��i�4 ..........ul ........... 7777 7--7777 7777 77777777(0 1:nLa ZIZZ-..............15. 7_77 Z=Z 777-7-77-7 7_7 7 77 7-7777 77 777_7 77 RB7RE �7: TT=T=__ I .................CU ..................7 UNN ....... 7-7777-7—77"77 7777-1-7 7-7 I I"I 11 "I- 1111-11-1� "I'-- 11 11 - E 771:hill ------- 7- 77777 777_777 7777 PR I 7:777 7 77 7:7 7 7777 7 ....... 7=7 ............ 77:1�77:127: V 17:77�: 1=1 V7-1 71 21 1 1 11 17o2 12=1 1 77 777 ......�'77=7 7777 11 to VTV7 OD'' 777=777 -47, _-7 ..................... 77=_�=77 =77 00 777,7777 7-777 777- 77, .......- ------------701 I=-T7 ei .... ...........zz:: n4v ____ :'n........_C) ......7777 77 77 777777 7777_777777 7 0------C3 qt-"-, , 1-1-111-1 77,77 777 Z: .............. 'El .............. ,7;%.? ,% I __, "'," -t " 77,77f-77---477 Lf L(t 91: -=Z=='"......... 7_70 7_-7...7.......7 7= ..... S 7=17:oz 77 317_T!!7 -11 7T!,!: -T_ "_' w "-------------+7717 ......� ...................... ...........77 777 0 ..............� 1 REMOVE EXISTING A.C. 777 ------- ......77777�7777 7 7-7 7=7 7:77 717 _"�........ .......... ....... 2 CONSTRUCC;TT 3" A.C. OVER 4 A.B. PER CITY STD.I 00-A rb., 777 7-777_7-77.......... 7 7 777-710 M........... 7 77 ....................77: 2=1 3 CONSTRUCT 60 P.C.C. CURB W/24" GUTTER PER CITY STD. 104. PAINT HOUSE NUMBER ON CURB. 7 ------- LN�=7 77 7777=777 :77' 71 NOf T-111-1111-1,11 ,1-111 111111-1111111 111-111-111-1 11- _11111-1-1-I __va %��,�.................77 7 7 77 7 l .......... CONSFRUCYTI 8" P.C.CL CURB VQ124m GLITTIEli PER crrv' STD. 11341. PAIPir HOUSE NUMBER ON CURB 77 77777"7� OR-iN PO ......... Too 77"I'ZI n=:77:............... =77 77 -7 ... ..... CON5TRUCC;TT P.C.C. SPANDREL & CROSS GU`TTER Put CITY STD. 10144 -C 77 7777 77777 7-77 .......... sit, 777-7=,77 77777 77-7. 6 CONSTRUCC7 44 THICK F04C. SIDENtAL.K PER CITY SM. 1 03 11AF PESt PLAN) Z 7.7777 7. :2"7 71= 1:07 TIT:1:7: Z=T,�-21 1�� 1:z I=L:h- ___ 11-11-111- - -1 77117 77-- 1=2_ - _F -IL "0' 7 - coNsTR CT HANDICAPPED ACCESS RAMP PER CITY STD. 102 ...................... 7 77777 777= 7777 Ess RAMP PIER CALTRANS STD. RNSP ASS CASE C OR 7,777 77 7=7 7777 7777 7777,7-77777 77-77- ............--- ---- Z= 1227:1�1 1721 17 72 V�M TnTl 1E ...... ...... (8)--CONSTRUCT HANDICAPPED AXICEih PR PO 9 �121 lynz --- --- 7 .......... 111 7 ............. . .... AS MODIFIED HORIZ. SCALE: 1 "=40 L 777 0 lz=_ =22 77777 '777 7777 . .....717Y 777777 77=7' .............is rmyy 4 r 9 CONSTRUCT THICK PCC NtE rx I 0 SCALE: & 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 (I�O CAPE PER CITY SM. 542 CASE 1 48+00 49+00 0 I k TRENCH, INSTTA09LIL CONDU1wr1* PULL BOXESO PULL ROPEt AND BACKFILL PER &Q11". PLUMN? ' (INSTALL LIGHTS 58W WMEN HPSV WITH 6 MAST ARM BY S.C.E.) CLARVE DATA 10011%� (I 2)-- CONSTRUCT 6w THICK PCC DRIVE APPROACH PER crry sTD. 1 01. TYPE R-I AND AS CURVE DELTA RADIUS LENGTH TANGENT T OUT S/W BEHIND DRIVE APPROACH (ALTERNATE NO. 1 90*1 1'35" 20' 31.48' 20.07 WING APPROACH OR UNLESS SPECIFIED OTHERWISE) (O 13 TRENCH REPAIR PER CITY` STD. 120 (SEE S.C.E. PLAN) 31.35' 19.93 H 0 89*48 25" 20—_ H Cq I 00 20' 31.54' 20.13 LO 0 + 14 SAWCUT AND MATCH EXISTING 90*22'1 O" T) 0) 6 ro.—%7 Loo 0 H LO 4- +N +31.29' 19.87' Fi 0 pa) LO M 15 AWUST TO GRADE 89"37'50" 20' 0) U') LO Ct-It H L(A <Un PS ?9 9 V 16 INSTALL NEW CHAIN LINK FENCE INCLUDING GATE PER CITY` SM. 607 TO MATCH EXISTING. 89-4825" 1 O' 15.670 9.97 ul ��3E 0 15 15 0 U) Z 15 (15) 17 RELOCATE 15 00 4-TA IV Z_0 18 CC)0 Z Z Z is REMOVE AND DISPOSE n0 M C---),6 0 0 U cy LLI Z LLJ Z CONSTRUCT 8" THICK PCC DRIVE APPROACH PER CITY STD. I 01 TYPE C AND AS cc rok-1 6 0 U Ljjmo 0 Q?0�_ bi ULJ W N M Uj L) W W -i� (3 W CL D_Lj CD C iz MODIFIED PER DETAIL C SHOWN ON SHEET 4 Ld L,I Uj w Ld LI -1--ld cc Ld w LD Q 0 _j _ UJ all I < 11r,* LA V Xa E I-LI Ld Uj 61 r1i L Uj Uj '2- IAJ DLA- w CQ C LIJ UJ Ld x 20 INSTALL TYPE I MARKERS (BLUE) PER CITY SM. 134 0 Ld W LLJ LLI Ld Lij X x Ed U) Ljj C) 0 L F_Uj 2-7� 2 r" cr_ LL..X 0 bj Uj 0_D Er X 0 'X 0 0 0 (if M U_ 0 cr L"Cr q:;� C._')M)Co 0 rt- ILI IOf cr_ Ld M 0-- ONSITE DISTURBANCE SHALL BE RESTORED TTKO MATCH EXISTING HARDSCAPE ry ty, C)Lh lij Ili bi 310_j 0 0 CID('r- __I Ld I iJ M 00 LJ U I Ld K (Z 0 M) _j << A 00 AND LANDSCAPING INCLUDING SHRUBS9 GROUND COVER, MOW CURB AND IRRIGATION SYSTEM. 7L t��i 0 0 f 04 < 0 0 3L -rD - ?I 00 N - SEE X-SECTIONS) 0 Is -- 2 - Q_ zo) K) I iz�, I r SOD AS NECESSARY TO RESTORE EXISTING LAWNS. MO. SLOPE 5:1 (TYP _j 0 K Ld 0 0 < 6 ow 00 22 REMOVE EXISTING STREET LIGH7T FROM POWER POLE BY S.C.E. 11ON INSTALL IRRIGA + 9162 9170 9180 9190 9 1 98 9210 9218 9226 23 REMOVE INTERFERING PORTION 3: AND SOD TO MATCH OR 9134 9144 $9152 STA 54+76.37 STA 55+12 .1 9 A 56+01.61 @— r- IST I EW POST PER CITY SM. 401-B 00 5 EXIST. AND CONNECT STA 51+3&24 24 INSTALL STOP SIGN (RI-Q ON NEY &Z 1 0, STA 56+68.66 W=10' 0 + W=9' "Vol STA 55+74.74 M=0` W=1 IRRIGATION TO EXI - I STA 54+51.38 M=O' I 9 0 STA 50+85.20 M=O 11 STA 51+66.30 52+96.30 STA 5 L=8 v PAINT 12" SOLID WHITE LIMIT LINE AND STOP LEGEND SAFA 9-1401.88 I STA 52+69.8� 00 3+93.2p X1 L=81 W=9.5 M=O� L=8' 25 49+56.90 of W=:1(0 W==1 C NK 1 2 Ix W=:1 cr EXTEND PVC w fr L=5' W=10' W-M 0 + W=12' 11 W=14'± *%, + ((U112 12 26 PROTECT IN PLACE 00 C 12 CONDUIT 12 8438 U) I- 12 ALT NO. 2 TO CURB + roov_� * 12 W to I REMOVE PVC BARRICADE POSTS (4 EA.). REINSTALL EXIST. PVC RAIL ON EXIST. WALL < + STRAIGHT q q tuo q ALT NO. 2+ x 0) x ALT NU. Z w 24 to In PROACH ps Is FROM THE EDGE WITH 4-1/4" ANCHOR BOLLITIS PER BRACKET (TOTAL 8 BRACKETS) 0 1, STRAIGHT 14 18 15 9 PROACH U IN If,-% PPROACH 10 3 1 1 1 V5 77 0 7 .0000mlow 'j . a%. e 0 -X--. . .71. C All .I ---x—x---x---F C coil A7 L 2' T R MMAN rn Z_ __/ F MATCH EMST. r OD 53+0 1 55 0 6 A inn 52 co 5 17 15 t6 15 17 15 R. 7—17'Coy 0 bits 0 W_ r_r X.X.7-M, -,I.T==M 0 3:M to ...........................f N i ALT NO. 2 4 15 ALT NO. 2 0 Aur -'-QUT NO. 2 LT NO. 2 0 T 24 col ALT NO. 2 REMOVE AND it - ! I HT I Ef, �L PK) STRAIGHT STRAIGHT �i STRAJGhHjT STRAIGH I RAJGH` + 4 PAYER ' STRAIGHT q I CL B 50+00 CALLE VEJAR 1 7 0 APPROACH 1AwPPROAV0H INSTALL APPROACH PPROAAKCH 18 [ APPROACH PROACH(0 06 LO X=2' 10 MATCH EXIST.+ H INSTALL PAVER 4 -REMOVE crrf 10+00 AVENIDA LEON 0) K) 1r- I 1* x + + TO MATCH EXIST. AND REPLAC� 12 < DESCRIPTION OFF RENMSION DATE C.4 1 2 APPROVM. to to 1' PCC STRI N SaA 56+888§8460 STA 52+66 STA 52+90.84 54+1P.64 54+7 T TA 55+69#3 HSMA 55+99.05 0 S1 STA 53+91.38 3.07 UNDER FENCA NY I rn W=i2 STA 50+86.05 STA 51+1 0.67 STA 51+66.42 W=1 1.5' W=10.83' W=9 to W=1 cc I%W 0 LA_ W NY=:i Cr 0 9 W=1 3' I W=1 1.5 W=12 MI=0 ff+ REMOVE WOOD � 0 wo, M=O 9225 L=8 0 L=7 9143 M-0' 9215 Im g- M o 9169 9197 OMY Offmo RANC81120 00"ECAMOONGA M=O' < 9207 L=7' %0 to M=0` 9151 F_;__ w 9133 L=6' W w W=2 i C PERMISSION tn w alp 4%, O afr_j U.1 Ld LLJ[ X Uj x k. IU J 0)Ld LjJ X cy_ Ld x 1jy_ LLJ Uj X Ld L.d 7-Uj x CY N ct� M Lij J J= _j (c) (D 0)Ld cri + ct�, % E E Q2) LLJ.-i L Ld Ld 0 0 0 Ld L'i 'I) C-) 0 00 [y M 03 W Z Ld I- Cq Z I 'T" CD > Ld M M cr_ C3) _j 0 Q x LLJ -.1 0 >< Cn M Q� (1� Cr-1 Er 0 M F- Ld Uj 00 0 X I= -W-1 5'w� 0 LJ Qj CL LU + + 0M CALLE VEJAR 77 IMPROVEMENTS -j + m III Ld Of L0+ LL LP=4? x 11�t t -1 A CD CD C) N N 0 Z< < LO LO M=O' _j < 0 LJ CO LO L0 C01- U') 7L r 0 :E1 0 < 0 0 o-, 2 LO F- C3 C A 3: (D CL co Qui En < Cr fr 13-,P U) U)V) 17 17 0 17 l/ 3: j 24 Z it 150 W OF W C3 FTOM AVENIDA LEON TO STA 57+00 15 15 15 15 15------ C x CA L4 I C L E E L) DATE: A VERIFY LOCATION je). ESSIO APPROVED EBYYY.o 0 17 Z CL CITY ENGINEER RCE: 53672 WITH OWNER (O 0 6 M Ld !0 DEM C) % qr NEW A.C. H co _0 0 _0 Ok 0%0 No. 53672 z PK C FTY LOF FRA11k; ku CUSAACONGA H 0.... 1-4.: .I . H Ex . 06-30-tr 10500 CIVIC CENTER DRIVE�*A 04 P DRAM NEW P.C.C. RANCHO CUCAMONGA, CA 91730 C IV%k- PK OF 5 DROM NO. REMOVE AND DISPOSE EXISTING A.C. CPHEEECKeD R.C.E INKO 2-1265 CB DAIE FLE NNO D co t w I .5"E,E.—r 2. Of -7 ............................... ....... ............ .. ..........I7 7= ............. BENCH ........ MARK d bolt "n concrete curb stamped ....... oun ea roun ............... e sou ............ .......... Son Bernardino County ............ of Footh*11 Blvd. ind Hellman Avenue* ft. comer --- ------- ................ West of end of curb M. ................... ........... Elevation= 1203.623 4: U K 7 7 16' —,0$ ...............00 OD".......... 7 ................ .................... ............4-- ............ -------------01.......... ........... .......I........... ................ --------- .........i6 .............. ............'U7.......... ......------..... ....... ........... ...................cc V_L0 �7 771 ------_7T- ........ ....................... ---- --- ..........P Q-O,E I ........................... ........ .... ............ ........ ................. ----- -----INOTES CONSTRUCTION U 1 REMOVE EXISTING A.C. 2 CONSTRUCT .30 A.C. OVER 4-0 A.B. PER CITY STD-100—A ............... ER ON CURB. (a7 C17Y STD. C 3�— CONSTR LICT 6" P.C.C. CURB W/24 GUTTER PER UMBER ON CURB. ------- 4 CONSTRUCT 8* P.C.C. CURB W/248` GUTTER PER CITY STD* 104* PAI .. ........ —A 106 5 —CONSTRUCT P.C.C. SPANDREL & CROSS GUTTER PER CITY STD ............ 6 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W PER PLAN) CITY STD. 102 .......... 7 CONSTRUCT HANDICAPPED ACCESS RAMP PER ;�D7 CALTRANS STD. RNSP A88 CASE C OR CONSTRUCT HANDICAPPED ACCESS RAMP PER AS MODIFIED ........... 9 CONSTRUCT 4* THICK PCC 777.................... I 0 --CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542 CASE 1 VERT. SCALE: LV HORIZ. SCALE: 1 -40 59+00 60+00 TRENCH9 INSTALL CONDUffs PULL BOXESO PULL ROPE, AND BACKFILL PER S.C.E. PLAN 57+00 58+00 (INSTALL LIGHTS 5soo LUMEN HPSV WITH 6* MAST ARM By S.C.E.) LEGEN D PROACH PER CITY STI). 101, TYPE R-1 AND AS (12)--CONSTRUCT 6w THICK PCC DRIVE AP MODIFIED ON SHEET I WITHOUT S/W BEHIND DRIVE APPROACH (ALTERNATE NO. I WING APPROACH OR UNLESS SPECIFIED OHERWISE) H 13 TRENCH REPAIR PER CITY STD. 120 (SEE S.C.E. PLAN) 0) NEW A.C. @— DIUS LENGTH TANGENT 14 SAWCUT AND MATCH EXISTING + CURVE DELTA RA 7 UD 0 LO 0) 31.48 20.07' 15 ADJUST TO GRADE I NG. co H NEW P.C.C. 06 .4 EXIS'F. WALL 90*1 1'35" 20' 31.35' 19.93 16 INSTALL NEW CHAIN LINK FENCE INCLUDING GATE PER C17Y SM. 607 TO MATCH E)(sn U) 89*48'25" 20' ro�7 + H 18 17 RELOCATE 00 90*22"1 O" 201 31.54' 20.13'to H 0 OVE AND DISPOSE EXISTING A.C. ry- REM is REMOVE AND DISPOSE 20' 31.29 19.87 V) 15 89037'50" ro##��— 0 1010 TYPE C AND AS (15) T CONSTRUCT 80 THICK PCC DRIVE APPROACH PER CITY SM T-Ld 15.67 9.97 8904825 10, MODIFIED PER DETAIL C SHOWN ON SHEET 4 6 17 0 w 0 20�01"""01%, INSTALL TYPE I "KERS (BLUE) PER CITY TCH EXISTING HARDSWE Ly CK CIL_ LJ W Ld U1 0 ONSffE DISTURBANCE SHALL BE RESTORED ANIEREEPOSSIBIZE TO MA Lij Lij Lii Lli w Ld CLJ Lli 0 ii- Q� AND LANDSCAPING INCLUDING SHRUBSe GROUND COVERs MOW CURB AND IRRIGATION SYSTEM. LAJ ZO x SEE X—SECTIONS) r-:x Lij X C') 0 0 WNS. MAX. SLOPE 5:1 (TYP. < 02 o IM M SOD AS NECESSARY TO RESTORE EXISTING LA M 13Y 0 w w (3 W L.L] to _j bi LIJM3� -i -j .:, 22 — REMOVE EXISTING STREET LIGHT FROM POWER POLE S.C.E. 0 ch 0 23 — REMOVE INTERFERING PORTION STA 1 1+0 6 4- S/W 24 INSTALL STOP SIGN (RI-1) ON NEW POST PER CITY SM. 401—B 4 25 PAINT 12" SOLID WHITE LIMIT LINE AND STOP LEGEND 6 W=1 0.75 4 9236 9248 9256 9266 5 S/W 15 STA 59+49.39 I 1 771 S7A 59+49.39 < .A 4 STA 50+90. M=O' 17 26 PROTECT IN PLACE STA 57+24.54 W=1 0.75'W=1 1.5' of z @ R ALL EXIST. PVC RAIL ON EXIST. WALL STA 58+28.56 , cz �� 11 12 ICADE POSTS (4 EA.). REINST W=10' W=10, M=0 M= 23 8439 ,00'wPj .4 4 Q?�— REMOVE PVC BAR (TOTAL 8 BRACKETS) 0 M=00 < BRACKET 10-*-. 12 SEE BLOWUP 12 1-0 .", FROM THE EDGE WITH 4-1/4 ANCHOR BOLTS PER o +DETAIL A L(12) r%-4 8 EXIST, PCC D/w 14 4+ MATCH EXIST. D/W&T NO. 2 STRAIGHT 17. 3' �'l 5 IL APPROACH 41 In IN 7 0�(_ o,45)4 f 2V V.�- 0 4 5 on A i+00 61+89.78 Z1 4-[I 5 - - '-0004 58 0 14 LIIJ -0 17 zi— 3 5 A VALLE a If R �_�l 3 4 4 4 15 ---7-t--w —A ------ 0 "I Lij DETAIL A OWD H H 59+96.82 LLE VEJ kR NOT M SCALE Lli 100 ALT N 2 co 23 CITY 175- ALT NO. 2 CO RAIGHT + I I w DATE AppROVED.- STRAJGHT + GID 21 00 jo+00 AV NIDA CASTRd DESCRIPTION OF REMSION r, ri PROACH LO ii - I -_ -_ rL H APPROACH to -H dir 22475- SEE BLOWUP x - A + OIL 0 H DETAIL B OD %j" % Ho 3: CITY OF RANCHO C's CM"KA Hw p H 0 STA 59+98.71 A STA 57+16.31 STA 58+15.86 STA 58+41.63 H to W=1 I' H H<x 1 1 + M�6 11 r� I 4 'IS W=10' x W=i 0" W=20.75' 9281 9291 10.5' 21 1 20 3" 6# 2.5' 3' 3.5' 1 9263 O ) 26 Me A 1k a M=0, m=09 9253 w 0_j Z-I < 0 FLAN Li r U L=8 9233 9243 0031: ANr% mKFILE to PA M T TE E__m zw%J MB Ile%0=)EE X w x w � VEJAR MEET IMPROVEMENTS I x LLILOX" LJ 0 n [i LIJ T. Ld Lij LJ z —Mi x V I 4 0 __J LLJ W 0 C) 0 CC: 4 4 M LY M xc�xwvi o 0 C) < :_�' M r1] ..j o6 RAVER 4;�z C'4 4 n Ly- Zw > --p L.Lj <n(xi __ ��(CD vi =�-- 0) .., ---or r, IV tn --j + IL] IL, 6 :3 Cj :�z 0 <I- C) fr_> CY- wer-, IN E' C+ a. Lij Ld Ly 00 z V Ly- 00 00 (2) D_ y if) < < I;i LI) 00 .14 t'_ -1 ID IL, CL Ly Lo N 0 < ct, TO AVENIDA CASTRO E < cf) IP IF FROM STA 57+00 < ry- 2 C) M Cn INSTALL PAVER U) - 11 DA U) z 14 10 E.i�__ z TO MATCH EXIST. APPROVED BY. 15 W I,< w RCE: 5U72 4 Sw� CITY ENGINEER z 0 15 83' 17 0 13.< z 00 RECOMLOM U8D BY: z < 0 0 OD DEM < +a, co 9263 z No. 53672 PK CITY OF RANCHO CUCAMONG 0 ski 10500 CIVIC CENTER DRIVE SA&7 3� 5-i 'a Exp. 06-30-4,1 DRAWN RANCHO CUCAMONGA, CA 91730 'O _0 0 3 oF 5 STA 58+99-91 DETAIL B clv%%, PK DRAWING NO. W=1 NOT M SCALE OF CO& CHECM R.C.L NO L=7' 1---il CB ME NO 2265 M=0" DATE "M AARK BEW m F7 .......... concrete curb stamped .......... ....... Foun round head o in 77= e sou e *San Bernardino County B a ............. .......... er of Foothil I Blvd. and Heilman Avenue, 1 ft com ......... ..................... ...... urn. ... ....... ------- west of end of curb ........... ....... Elevation- 1203.623 :7 .............. ...................... 7............ I 7 .........0 ........................... .......... .......................-d: U), ........IN ....... ..................... ....... .......... .......Lta ;F_4t ..................... ...... 77 0 ............55--........... t:7C--.... ......77 .......... -------:7 .................... 57 --.F- t% CONSTRUCTION NOTES '.CE1 REMOVE EXISTING A.C. –A ...... CONSTRUCT 3" A.C. OVER 4" A.B. PER CITY STD.I 00 PAINT HOUSE NUMBER ON CURB. CONSTRUCT 6" P.C.C. CURB W/24.0 GUTTER PER CITY STD. 104 CURB. ------- PER CrTy Sm. 104. PAINT HOUSE NUMBER ON 4 CONSTRUCT 8* P.C.C. CURB W 2 GUTTER .......... STD. 106–A ...... 5�– CONSTRUCT P.C.C. SPANDREL & CROSS GUTTE 6 CONSTRUCT THICK P.C.C. SIDEWALK PER CITY STD* 103 (W PER PLAN) ITY STD- 102 7 CONSTRUCT HANDICAPPED ACCESS RAMP PER C iE C OR ....... TRANS STDO RNSP A88 CAS .. ................. C 8 CONSTRUCT HANDICAPPED ACCESS RAMP PER CAL AS MODIFIED 4 9 CONSTRUCT 4" THICK PCC 7:. ....... V ucT COBBLESTONE ROCKSCAPE PER CITY STD. 542 CASE I ............... 10 CONSTR VERT. SCALE: 1"_4p 8+00 9+00 10+00 11 +00 11 TRENCHw INSTALL CONDU[Tq PULL BOXES,, PULL ROPE9 AND BACKFILL PER S.C.E. PLAN 7+00 (INSTALL LIGHTS 5800 LUMEN HPSV WITH 6* MAST ARM BY S.C*E*) (12)--- CONSTRUCT 6" THICK PCC DRIVE APPROACH PER CITY' STD. 1019 TYPE R-1 AND AS %�� MODIFIED ON SHEET I WITHOUT SIV BEHIND DRIVE APPROACH (ALTERNATE NO. I M N WING APPROACH OR UNLESS SPECIFIED OTHERWISE) N to 13 TRENCH REPAIR PER Cffy STD. 120 (SEE S.C.E. PLAN) N N to LO+ + + + + Go Go OD 14 SAWCUT AND MATCH EXISTING C� 00 Ix 10 15 AWUST TO GRADE GUTTER 0.6 00 0) 00 ri 0)io 6 INSTALL NEW CHAIN LINK FENCE INCLUDING GATE PER CITY SM. 607 TO MATCH EXISTING. 0 C� 0 CF 17 RELOCATE (D 00 15 18 REMOVE AND DISPOSE CONSTRUCT 8* THICK PCC DRIVE APPROACH PER CITY' SM. 101,j TYPE C AND AS ?Z 3= MODIFIED PER DETAIL C SHOWN ON SHEET 4 18 15 Ci ri :4.U5 15 15 z C*15 T L�U - - < __99 OETAINING Ld 1 6 20 INSTALL TYPE I MARKERS (BLUE) PER CITY STD. 134 LIJ 0 I .-j _j 17 z @�z D CD _j M k 0 0 6 0 RB To MATCH EXISTING HARDSCAPE 0 0 cr- ir. ( _L�J" 18 ONSITE DISTURBANCE SHALL BE RESTORED TION SYSTEM. LU LLJ LLJ < X_ BS, GROUND COVER9 MOW CURB AND IRRIGA z 6 ff ff :r_ Uj Ld z LJ x 8 AND LANDSCAPING INCLUDING SHRU :1 Mp. SEE X–SECTIONS) Ld Lij LLJ LLJ x 23.14'±SCALE 1 =40' LIJ x 1AJ 0 SOD AS NECESSARY TO RESTORE EXISTING LAWNS. MAX. SLOPE 5 fr Z 0 ",22 CY- C� x I-- b CD I-Ii x LLJ> r) X < cr_ LLJ 0 0 LrI (5 :2 Lai- ul LIJ LJ LJ NEW CURB 22 REMOVE EXISTING STREET LIGHT FROM POWER POLE BY S.C.E. LL W �j co LIJ z NEW CURB M CY-CK,CC) U1 LLJ 0 AC--j 1 0 tLjn L �t Ch:7) --C LJ 23 REMOVE INTERFERING PORTION i NEW 3" Cr t�, 3:1 '0 W V) U)C) L.L CN4 C,1 (.n>�rf) V) 19 24 INSTALL STOP SIGN (R1-1) ON NEW POST PER CITY SM. 401–B 25 PAINT 12* SOLID WHITE LIMIT LINE AND STOP LEGEND 8430 8438 8460 x 26 PROTECT IN PLACE 8470 @ r�o�� (4 Ek). REINSTALL EXIST. PVC RAIL ON EXIST. WALL 8488 8478 — STA 8+57.86 STA 9+12.95 c6 REMOVE PVC BARRICADE POSTS ET (TOTAL 8 BRACKETS) STA 7+63.16 STA 8+19-81 ile ANCHOR BOLTS PER BRACK W=109 W=10' 11 FROM THE EDGE WITH 4– W=10' W=10, + + 00 04 PIER OWNER 17 6 INSTALL IRRIGAnON f4 filk T_ 0(0 + DIRECTION DETAIL C + AND SOD TO MATCH T Ow 18 �E 18 tn 9 XI% AND CONNECT NOT TO SCALE IG 15 IRRIG,TION TO EXIST.9 rn Cil 5 0 _x_ n 7 15— to 5 11+00 1 1+4&.87_9+0— 2- Q J4 6+60 6 W=4'I— 2 2 GUTTER 6:z........... ,STEP DOWN rCF............ RADI S LENGTH TANGENT CURVE DELTA CITY 0) RELOCATE SIGN go*1 1 35 DATE AppRuvm. 21 To STREET LIGHT 20.07' DESCRIPTION OF REVISION -0 + 20*15 11 6 W 1 21 10+00 AVENIDA L N 6 20.13' BLOWUP Go 5 20' 31.35' 19.93 CL T_ 18 ��89*4802 (0 DETAIL D SEE BLOWU 50+00 CALLE VEJAR to ff"",) + 17 PER OWNER 1L__E DETAIL C + 0 DIRECTION 90*22'1 O" 20" 31.54 " 'CAMOO' 8GA + n U N 0 - 9134 OF RANCO 00 Cm m 9134 9133 W- MO*'CURB 8963750 20 31.29 19.871(W> 14 Om 10, 15.671-1 9.97' _ L M PRO'FILE zj, (*0 89*48'25" 1'%I A oo_1% " A 26 rLAN N 171- I -1 K L RELOCATE SIGN OD FN "Emm"Ip roam& TO STREET LIGHT D ETAI L D AW& OIDA LEON 1Mff%ffi0k0VEMENTS X'� LEGEND z LLJ 0 NOT 70 SCALE z LLJ_cr_ �T)L_LJ 0 iz �T) Ld LLJ 0 < z RTE. TO CALLE VEJ NEW A.C. GJ 0 C1, X R�PM-AR-ROW 10 /7.L4 ZLo— APPROVED BY: DATE oo 0 :Zsjo RCE-0 53672 Z 0 NEW P.C.C. 0 - CITY ENGINEER 0 _r 1-1-cr, �j LX 0 + %A- P _ 0 m DESIGN M 15 1p q-;REMOVE AND DISPOSE EXISTING A.C. I _ - _______- tf% .. PK D I No. 53672 -A z Z rn 10500 CIVIC CENTER DRIVE Exp. 06-30-11 -V DPAWN RANCHO CUCAMONGA, CA 91730 4 oF 5 C VIV P�K - DRAWNG NO. OF CX%.%' CHECM R.C.E. NO 2265 CB DATE ME NO OF T �Tj 56+50 1154.0 1154.0 10+00 1153.6 1153.6 1157.6 1157.6 1153.2 1153.2 1157.2 1157.2 1152.8 �• ® 1152,8 1156.8 3 1156.8 5 �" 1152.4 0 1152.4 3.13% ' °0 ® .� 1156.4 '� 1156.4 1156.0 1152.0 "� 1152.0 _ 1156.0 1151 6 1156 Q 1151.6 1155.6 • ` 1 155 6 1155.6 1155.6 1151.2 1151.2 1155.2 1155.2 1155.2 1155.2 1150.8 1150.8 1154,8 -30 -20 -10 0 10 20 30 1154.8 1.0 ►� �`' h ° 1150.4 1150.4 9+ 1154.4 �._ _�--- 1154.4 -30 -20 -10 0 10 20 30 9+50 . 1 154.0 1157.6 1157.6 11540 1151 6 11 1153.6 1153,6 5 + 1151.2 1151,2 1153.2 1153.2 1150.8 • O° �,� 1150.8 1157.2 1157.2 1152.8 1152.8 1154.4 1156.8 1154.4 1150.4 h 1150.4 1156.8 0 10 20 30 --___ p h 1154,0 1150,0 1156.4 -30 -20 10 1154.0 ' 1150.0 ® ° 1156.0 1149,6 1156.0 1.70 -1.70 , q: 1153.6 1 149.6 _ s 1153.6 1155,6 1°'� 1 153.2 1149.2 1149.2 1155.6 52+00 1153.2 � � • %. ti 1152,8 1 148.8 1152.8 ,� 301148.8 1155.2 1155.2 1156,8 1156.8 1152.4 1152.4 -30 -20 -10 0 10 20 1154.8 1154.8 1 156.4 1156.4 1152.0 1152.0 1154.4 -10 0 10 20 154 4 -30 -20 30 1156.0 1156. 1151.6 1151.6 59 +50 1155.6 �,� •ti g 1155.6 1151.2 1151.2 1152.8 9+00 1150.8 1152.8 1157.6 1155.2 1150.8 1152,4 1152.4 1157.6 1155.2 -2.00 �� • -30 -20 -10 0 10 20 30 1154.8 1154'8 1 152,0 1157.2 1157:2 1154.4 1152.0 1154.4 5 5�-5 } �° 1151.6 1151.6 1156.8 1 156.8 1154.0 1154.0 `�' 1 1 153.6 1153.6 1154.8 1154.8 1151.2 44Xh • 1 151.2 1156.4 1156.4 1153.2 1 154.4 1154.4 1150,8 ®• 1150.8 1156.0 1156.0 1153,2 -30 -20 -10 0 10 20 30 `< �` 1154.0 1154.0 1150.4 M • 1 150.4 1155.6 h�. 0 1155.6 1153.6 1155.2 1153.6 1150.0 1150.0 1155.2 CHEINCED R.C.E. NO DRAWING NO. CALLE VEJAR CROSS SECTIONS CB DATE FU NO 2265 -� h�• '` _ . 1154.8 51 �-5 1153.2 1. 0 1153,2 1149,6 1 149.6 1154.8 1154.4 1157.2 1157.2 1152,8 1152.8 1149.2 1149.2 1154.4 . 1154 0 1156.8 1156.8 1152.4 1152,4 1148.8 1148.8 1154.0 • -30 -20 -10 0 10 20 30 1 156.4 1156.4 1152. 1152.0 1153.6 1153.6 h • F° 1151.6 -30 -20 -10 0 10 20 30 1156.0 1156.0 1151.6 59 +00 1155.6 1°0 N yy° - At 1155.6 1151.2 1151.2 -30 -20 -10 0 10 20 30 +5 . ,. 115 1155,2 1155.2 1152 8 1 156 4 1152.4 1152.4 1156.4 . 1154,8 1154.8 1152.0 1156.0 1156.0 //�•--�� 1152.0 ch 1154.4 1154.4 55+0V �� '�~ 1151.6 1155.6 1155.6 1154. 1154. 1151.6 ,� 1153.6 1153.6 1155.2 1155.2 1151.2 1-- ---- - 00 �� • �- 1151.2 1155.2 1155.2 -30 -20 -10 0 10 20 30 1154.8 1150.8 1150.8 1154.8 1154.8 1154.8 1154.4 1154.4 1150.4 M 1150.4 1154,4 1154.4 51 +aa . •:. 1150.0 1154.0 1154.0 1154.0 1150,0 ' 1.154 0 1158.0 1158.0 1153.6 1153.6 1149.6 1149,6 1153.6 4,a 1153.6 1157.6 1157.6 1153.2 1153.2 1149.2 1149.2 1153.2 1153.2 ° 2• '� ___--- -30 -20 -10 0 10 20 30 1157.2 1157.2 1152.8 1152.8 1152.8 1152.8 . -30 -20 -10 0 10 20 30 1156.8 1156.8 1152,4 1152.4 1156.4 �y 1156,4 1152.0 Cb co 1152. 58+50 8+00 1156. 1156.0 1151.6 1151.6 1155,6 1155.6 1151,2 1151.2 1153.2 1153.2 1155.6 1155.6 1155.2 1155.2 -30 -20 -10 0 10 20 30 1152.8 1152.8 1155.2 1155.2 1152.4 1152,4 1154.8 1154.8 1154.8 1154.8 54+5t'1 h� V 1152.0 1154.4 1.154.4 1154.4 1154.4 1152.0 �• 1 by -30 -20 -10 0 10 20 30 1155.2 1155.2 1151.6l.0 1151.6 1154.0 1154.0 ,� �h • K 1154.8 1154.8 1151.2 1151.2 1153.6 1153.6 �' 1150.8 1153.2 1154.4 1154.4 1150.8 ' ..... .: 1152.8 50+50 - h 1154.0 1150,4 1150.4 1152.8 1154.0 1158.4 1158.4 1153.6 1153,6 1150.0 1 150,0 1152.4 1152.4 �. _... � 1158.0 1158.0 1153.2 1153.2 1149.6 1149.6 1152.0 1152. 1157.6 1157.6 1152.8 77 1152.8 1149.2 1149.2 -30 -20 10 0 10 20 30 �.\. -30 -20 -10 0 10 20 30 1157.2 1157.2 1 152,4 ` 1152,47+50 0. ' 1156,8 • 3 1156.8 1152.0 1152.0 58+00 1156.4 s 1156.4 1151,6 1151.6 1154.4 1154.4 .. -30 -20 -10 0 10 1153.6 1154,0 1154.0 1 156.0 1153.6 20 30 1156.0 1 153.2 1153.6 1 1153,6 .. 1155.6 1153.2 _ 1155.6 54+00 1152.8 1 152.8 1153,2 1153,2 1155.2 1155.2 -30 -20 -10 Q 10 20 30 1155.2 1155.2 1152.4 1,25 -1.? 1152,4 1152.8 � � _� 1152,8 1154,8 1154.8 1152.0 �`• �.1 1152.0 1152.4 ti 1152.4 50+00 1154.4 , AN 1154.4 1151.6 ,� � 1151.6 1152.0 1152.0 1158.0 1158.0 1154.0 h 1154.0 1151.2 1 151.2 1151.6 1.00 1153.6 1150.8 -30 -20 -10 0 10 20 30 1157.6 1157.6 1153.6 1150.8 . 1150.4 AVENIDA LEON CROSS SECTIONS 1157,2 1157.2 1153.2 1153.2 1150.4 -.�. 'ffi . 1152.8 1150.0 1 150.0 1156.8 - 1156.8 1152.8 1 156,4 1156.4 1152.4 1152.4 1149.6 1149.6 1156.0 1156. 1152. 1152. -30 -20 -10 0 10 20 30 1155.6 1155.6 1151.657+50 . � . .� . -- - - - - 1155.6 _ -10 0 10 20 301151,6 5-7+5th � 1155.2 1155.2 -30 -20 ! V -30 -20 -10 0 10 20 30 1153,6 1153,6 53+50 1153.2 1153.2 49+50 1155.6 1155,6 1152.8 1152.8 1159.6 1159.6 1155.2 1155.2 1152.4 �• hrO 1152.4 1159.2 1159.2 1154.8 1154,8 1152.0 .� n9f �,,� 1152.0 1158,8 1158.8 1154.4 �`• ,5•� 1154.4 1151.6 1151.6 1158.4 1158.4 1154.0 1154.0 1151.2 a, CITY ._---- .. 1151 2 DESCRIPTION OF REVISION DATE 1158.0 -1 nnir • 1158.0 1153,6 1153.6 1150.8 1150.8 1157.6 1 1157.6 1153.2 1150.4 ` NGA 1150.4 _ UN 4.. 150.0 1157.2 1157.2 1152.8 1152.8 } 1152.4 1152.4 CITY OF RANt'N"0" , " "CAM* -30 -20 -10 0 10 20 30 1156.8 1156.8 1156.4 1156.4 1152.0 1152. CROSS SECTIO 1156. 1156.0 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 57+00 53+00 1154.0 1154. CALLE WJAR MEET IMIJKOVEMLKS FROM STA 49+00 TO STA 60+00 49+00 1156. 1156.0 1153.6 1153,6mmmtOK 1160.0 1160.0 1155.6 1155,6 1153.2 1 153,2 STA 7+50 TO STA 10+00 1159,6 AVENIDA LEON -STROEmEowl - l'aftaftOVEMENTS 1159.6 1155.2 1155.2 1152.8 1152.8 _. 1159.2 1154.8 4 1159,2 ,� lti • � .,._._� y^pry ® 1154,8 1152,4 � � R � 1 152,4 1.00 �. ..w�._.�. . _.. 1158.8 1154.4 ~ �`• 1158.8 • °ti 1154.4 1152.0FAESSIO ►� 1152.0 1158,4 a.. 1158.4 1154.0 1154.0 1151.6DESIGN E 1 151 6 op I PR PARED BY. 1158. 1158.0 1153.6 1153 6 1151 2 :��: : a°: .. 1157.6 -TNO. 53672 PK CITY OF RANCHO CUCAMONGA 1157.6 1153.2 1153.2 1150.8 1150 8 r 1157.2 1157.2 1152.8 1152.8 1150.4 115Q,4 WW. Exp, os_3A-��I 10500 CIVIC CENTER DRIVESWET DRAW 1156,8 1156,8 1 152.4 1152.4 115Q,0 1150. RANCHO CUCAMONGA, CA 91730 PK OF -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 'd/`!. OF C �►` ENERGIZED STRUCTURES PER SCE REQUIREMENTS, CUSTOMERS ARE NOT ALLOWED TO ENTER, Its AW Ia . e , - ni MIF INTERCEPT OR TIE IN TO EXISTING SCE STRUCTURES, EQUIPMENT OR CONDUCTORS. THIS WORK WILL ONLY BE PERFORMED BY SCE. CONTACT THE APPROPRIATE SCE INSPECTOR TO SCHEDULE AN APPOINTMENT. CUSTOMERS MAY CONNECT TO AN EXISTING DUCT STUB WITHOUT A SCE Ar 11 INSPECTOR PRESENT. W _1"Armw 11111111111ORW Im A MCAL ,rkflG PER CPUC/SCE's RULE 15 B.1.A AND RULE 16 D.1.A., THE CUSTOMER WILL PROVIDE ALL NECESSARY EXCAVATIONS(WITH THE EXCEPTION O EXCAVATION UNDER PADS AND PRIMARY SPLICE BOXES), MATERIAL (INCLUDING CONDUIT AND STRUCTURES)AND ENCASEMENT, TO BE UTILIZED IN THE INTERCEPT/TIE-IN PROCESS. THE CUSTOMER MUST ADHERE TO ALL APPLICABLE CAL-OSHA, LOCAL, CITY,.STATE AND FEDERAL REGULATIONS, (INCLUDING, BUT NOT LIMITED Vicinit • TO, ALL NECESSARY SHARING AND TRAFFIC CONTROL IN PLACE TO - PERFORM THE INTERCEPT/TIE WORK BY SCE's UNDERGROUND CIVIL CONTRACTORS)). o > iNTERCEPT/TIE-IN WORK MUST BE COORDINATED WITH SCE'S CIVIL -E J .E c CONTRACTORS THROUGH THE DIVISION INSPECTOR/CCM TO LIMIT `co } EXPOSURE OF EXCAVATIaN(S). CUSTOMER IS RESPONSIBLE FOR v Calle Vejar = _ SECURING EXCAVATION(S). Arrow Route EXCAVATION WARNINGS THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE. HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COSTS OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. THE CUSTOMER IS RESPONSIBLE FOR ALL CONCRETE AND ASPHALT STA STA STA. REPAIRS. STA Cl. 4786654E 7 CI: 4786655E STA 6 g Cl. 4786657E 10 Cl. 4786658E 11 Cl. 4786659E Ct N11111111M.-e 11 C dmww L L UTO h t ILJIL.JL 25" Concrete VV/4' mast UNDERGROUND SERVICE ALERT. 25' Concrete w/4' mast 25 Concrete w/4 mast 25' Concrete w/4' mast 25'Concrete w/4'mast 5800HPSV 1-800-422-4133 OR 1800-227-2660 5800HPSV IN. 40' 248 CLP to SL 662e 0'248 5800HPSV 5800HPSV 5800HPSV IN. 110'2-#8 CLP CALL USA FOR UNDERGROUND LOCATING IN. 6'248 CLP to SL 654e CF 13 X 24 X 24 Concrete IN. 68'2-#8 CLP IN. 105'2-#8 CLP HH665A to HH665 IN. 45'248 CLP 2 WORKING DAYS BEFORE YOU DIG. ,Crew to Place New Pole .�._m__. _.___.____._®__1N��24.2#�&�#4_.�LP__.___.__ IN. 95' 2-#2 & 1#4 CLP 971 E In Same Hole as HH665D TO HH665F CF 13 X 24 X 24 Concrete HH665A to HH665B _ 4 HOUR INSPECTION ®TIDE 665E CF 13 X 24X 24 Concrete CF 13 X 24 X 24 Concrete { A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION IS I REQUIRED FROM THE CONTRACTOR TO THE UNDERGROUND DIVISION OF THE SOUTHERN CALIFORNIA EDISON COMPANY. YOUR INSPECTOR IS: EX. ABE EVANs (909) 342-3003 i STA I q 4308665e ANY CONDUIT NOT PERMITTING THE PASSAGE OF A MANDREL SHALL BE RM. 40' Pole REJECTED BY THE SCE INSPECTOR. ALL MANDRELLING WILL BE DONE IN 10'X-ARM 3 Pin &Glass- CF CF CF THE PRESENCE OF THE INSPECTOR OR BY THE INSPECTOR. CONDUIT 1 3" 1 1/2 1f3-\ 9134 9144 9152` 9162 9170 9180 MUST BE CLEAN AND FREE OF ANY OBSTRUCTIONS. CF CF 100' 6' �9j /T11/z PROJECT SCHEDULING . G- i 665E To HH665A HH665A TO 5L 654E HH665A To HH665B , S TA IN.135"2-#2&1#4 CLP IN.6'2-#8 CLP IN.95'2�#2&1#4 CLP IN 4Q' 11 a f PROJECT WILL BE SCHEDULED ONLY AFTER ALL REQUIREMENTS HAVE 4697971e S , HH665B To SL 655E HH665B To SL 657E iN BEEN MET. PLEASE NOTIFY YOUR PLANNER FOUR WEEKS PRIOR TO I N . 45 Pole Class 2 IN IN 40'2-#8 CLP IN:110'2-#8 CLP 25 KVA 120/240 1 P B s S x DESIRED COMPLETION DATE. # A 39 2-15kv cutouts I ,, . �;. ^ 3 CONDUIT ,�-�� , C/L 55 Aftnar CONDUIT MATERIAL SHALL BE POLYVINYL (PVC), SCHEDULE 40 OR RISER DETAIL 133 2-#2& 1 #4 clp CF"" 45' 109 68 55170 -- SCHEDULE 80 WHERE EXPOSED, WHICH IS SCE APPROVED. ANY OTHER /, F 3 rPPROVED BY SCE. 6 55' 39 I .._._ CONDUIT MATERIAL MUST BE PREA 45' 3' 3 3 HH665A TO HH665F CF 39'U 2' p WHEN CONDUIT CROSSES A STREET THAT IS DRAINED BY GUTTERS, THE IN.45 2 #8 CLP F IN CF CF CF CF RISER: 33 1 112 s CF 30" COVER IS MEASURED FROM FLOW LINE OF GUTTER. RUN: 1Q0' 1 3" 1 112 1 3 1 112 50' 1 112 1 3„ TOTAL: 133' HH665F to sLs51E "1101116' N45'J , 164, 1 68' �120' 105'/ A /�" DIAMETER POLYPROPYLENE PULL ROPE WITH A MINIMUM BREAKING STA IN,50'248 CLP HH665C To SL 656E ' HH665C To HH665B HH665C To HH685D HH665D To SL 658E HH665D TaHH665E HIN.105 2-#8 STRENGTH OF 1,100 POUNDS, SHALL BE IN IN EACH CONDUIT. 3' OF '2 Cl. 47$6651 E CF IN.6'2-#8 CLP IN.45'2-#2&1#4 CLP IN.60'2-#8 CLP I IN,1202-#2&1#4 CLP IN.105 2-#8 CLP J I N.164'2-#2&1#4 C LP I� ROPE SHALL BE LEFT PROJECTING FROM THE CONDUIT AT EACH END AND 25'Concrete wJ4' mast 1 1 1 �121 SECURELY TIED. IN. 121528 CLP SL 661 E to 121, 9151 9161 9169 9179 9133 9143 652E SL 651E To SL 652E I WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE CF 13 X 24 X 24 Concrete IN.120'2-#6GLP IN S STA MANDRELLED AND A PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. IN. 50'248 CLP I CF HH665F to SL 651 E 8 Cl. 4786656E 1 11/ 25' Concrete w/4' mast ® CONDUIT BENDS 5800HPSNI 122' 270' BENDS ARE USED AT THE BASE OF POLES FOR PRIMARY AND SECONDARY IN. 6'2-#8 CLP to SL 656e SL656E To St.653E . , RISERS AND FOR SECONDARY OR SERVICE HORIZONTAL AND VERTICAL. IN IN.270'2-#A CLP. I!`�l:..4r5: :�J,C.�-�r2.�s 1#4 CLP STA S HH6651370�HH665C TURNS. RESIDENTIAL PRIMARY SINGLE PHASE CABLE RUNS CAN USE 4 IN. 170' 3/C 2-#2&1#4 CLP j 25' Concrete w mast HH665C to HH665D BENDS FOR HORIZONTAL TURNS. , l 5800HPSV CF 13 X 24X 24 Concrete. o. BENDS SHALL BE A MINIMUM RADIUS BASED ON CONDUIT SIZE AS FOLLOWS: 3" AND SMALLER.DIAMETER - 36" RADIUS A 0 Vt."e rrowSTA 4"AND 5" DIAMETER - 48 RADIUS 5 Cl. 4786653E 17 TfPCAL H DIS INST, r= 25' Concrete w/4' mast CONDUITS PS ' 5800HPSV WOOD MOULDING WITH ;�6 (MIN.) WIRE INSIDE TO TOP. PSR -- - RISER WITH A TEMPORARY LENGTH of coNDuiT: HORIZONTAL SWEEPS ARE USED FOR ALL THREE-PHASE PRIMARY IN. 270'248 CLP SL 656E to REMOVE THIS LENGTH WHEN RISER IS SET. 653E HORIZONTAL TURNS.- 1 SOLVENT WELD PIPE CAP ONTO RISER. DO NOT PERMIT EXCESS CEMENT I TO ENTER CONDUIT. CAP MDG BEND WITH CONCRETE—FILLED COUPLING. I _ 1140FUZC}t��i�"AL QW12—F—PQ IDWALL ME f� 12' 9" GtADIUQ <)F Q�43MM4TQ 0V A 121 e11 RISER BENDS RADIUS. I 3" 36"MIN RADIUS FOR 1" TO 3" INCL j 48"MIN RADUIS FOR 4" AND 5" _.j. 60"MIN RADIUS FOR 6" AND OVER ' CANV=am g •r,;°",Crlo Signature for Approval GRADE xrr } 1' " MINIMUM EARTH COVER OVER 3 MIN) ENCASEMENT RISER BEND TO BE AS FOLLOWS: 24"MAX) � SCE Date DUCT CONDUIT HOG FIBERGLASS IA r�r SIZE COVER COVER 1351 E. Francis Ave. r1wPlease sign, date, copy and return .. OntarioCA 91761 #6(MIN) BARE COPPER 4"-5" 57" 59" TO GROUND Roos ..; .. ;., . . 6- 7z" 74 CUSTOMER CONTACT: ► COUPLING OR ADAPTER RANCHO CUCAMC)NGA _...----------------- _ ' auwl CR up ® REAM INTERIOR OF LOWER END OF ABS RISER P I N G KH O W-01Mz. TBFEIE coNDUERMIT TIOT mEMRISER.TRANSITION FROM AL 909-477-270®_ GTS L CONCRETE PRODUCTS ____________________ EXT-4067 OFFICE Precast concrete item complete with necking,cover, and LA !inserts may be Obtained from any of the followingccluxt ,, -a''" r a TRENCH DETAIL #6(MIN) BARE COPPER SAP Number. Project Name: Planner. Distract: manufactures. no ,; 1, . FINISHED ,�.D+ � ,I ` ` City of Rancho Cucamonga Jerry Smith 34 GRADE CONDUIT PRECAST 5/8 x 8' COPPERCLAD STEEL 4' JENSE h-4 GROUND ROD AND CLAMP Grad No: _ Circuit: , MSR Number. Project location: 2335 � DONC?HUE 12KV 14221 San Bernardino Ave. Fontana, CA 9 2 PLACED 6'(MIN) SEPARATION - - ( - Avenida Leon/ Galle Vejar City of Rancho Cucamonga 2 Phone: (909}350-4111 _ •r 7v Al Thomas Map: substation: ... .. .. ; �` I AI Number. Customer. RISER BEND SBC 602 H2 CUCAMONGA SUB mumIL xx un:lo� at son[, NULA& 12"MIN.RADIALLY �� , WOOD 1g01 Ping Kho L VMS iT1'R 74 MLj=K mit 'PSA W @' �- • FROM TELCO/CATV �I MOLDING UTILITY VAULT CO. x.Y11D cE+ls t�AE sJ t4�tK11,c. Printed Scaler Inventory Maps: i,jt�:�la�a � rsnsl 3t1slrrne►rravr. .........E.-----... DWO Number Customer Address: GROUNDING TYPICAL FOR —• POLE - -P � _ e NONE 218-2118- GROUNDING 10650 Hemlock Ave. Fontana CA 92335 �' BOTH POLE CONFIGURATIONS Phone: 909 350-2675 Ra "�-1"ROCK/GRAVEL late` ( } Related SAP Number.. TLM Data: SIZE KVA OUST %LOAD Flicker Factor. (909)428-3700 Exist Voltage Drop: Alm JPA Number: _ Prop - SH E:ET OF 7 DATE 10/22/1 C 1 6 i ENERGIZED STRUCTURES PER SCE. REQUIRE! E.NTS, GUSTO,„E.R.S ARE NOT ALLOWED TO E.NTE.R, AK 100, 1 Arm*a sit A %a ; : r AirIAL"Woo� MINE INTERCEPT OR TIE IN TO EXISTING SCE STRUCTURES, EQUIPMENT OR MAR CONDUCTORS. THIS WORK WILL ONLY BE PERFORMED BY SCE. CONTACT %Woe V e THE APPROPRIATE SCE INSPECTOR TO SCHEDULE AN APPOINTMENT. CUSTOMERS MAY CONNECT TO AN EXISTING DUCT STUB WITHOUT A SCE M Is AMA INSPECTOR PRESENT. 1W %Mooe -asm Am M M r JUL ki PER CPUC/SCE'S RULE 15 B.1.A AND RULE 16 D.1.A., THE CUSTOMER WILL IL/-w n r o "z""z v&,fti PROVIDE ALL NECESSARY EXCAVATIONS (WITH THE EXCEPTION OF r EXCAVATION UNDER PADS AND PRIMARY SPLICE BOXES), MATERIAL RISER DETAIL (INCLUDING CONDUIT AND STRUCTURES) AND ENCASEMENT, TO BE UTILIZED IN THE INTERCEPT/TIE-IN PROCESS. i STA THE CUSTOMER MUST ADHERE TO ALL APPLICABLE GAL-OSHA, LOCAL, L Apwb IEE AW ht t M t d t t L 4 (5A EX.1065150e IN.4786664e s — CITY STATE AND FEDERAL REGULATIONS (INCLUDING BUT NOT LIMITED { VIG1111t E Is 2 Pole RM.40'Pole RISER: 33' ' ' V f IN.45 Ca 10 X-Arm RUN: 6" TO, ALL NECESSARY SHORING AND TRAFFIC CONTROL IN PLACE TO IN#37.5KVA 120/240 1P 3 Pin&Glass „ PERFORM THE INTERCEPT/TIE-IN WORK BY SGE'S UNDERGROUND CIVIL TOTAL: 39' m IN.4Q?2-#2&R#4 CLP g CONTRACTORS}). U N o 664E 2�#8 CLPH p Q IN.39 INTERCEPT/TIE-IN WORK MUST BE COORDINATED WITH SCE'S CIVIL ..� HH150H TO SL665E 141'z-#z&1#4 CLP CONTRACTORS THROUGH THE DIVISION INSPECTOR/CCM TO LIMIT CU ICU — E HH150H TO HH150G c Calle Vejar, EXPOSURE OF EXCAVATIONS). CUSTOMER IS RESPONSIBLE FOR CF.13X24X24 CON.HH I .0 Q _ 1 SET OF 4WAY SEC.BARS „ . . ole SECURING EXCAVATION(S). 4 :Transfer Existing Down Guy to new P :Arrow Route _ Curb face EXCAVATION WARNINGS i -STA _ - THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT STA STA WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO STA. 4 GF PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED i 1 2 3 SI. 47$�63e CI. 4786662e , Cl. 4786660e Cl. 4786661e 25 Concrete w/4 mast 1 3' STA LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE 25' Concrete w/4' mast 25' Concrete w/4' mast 25' Concrete w/4' mast 5800 HPSV 7 C1. 4786665e BELIEVED TO BE ACCURATE. HOWEVER, THE FINAL DETERMINATION OF 5800 HPSV 5800 HPSV 5800 HPSV IN. 120 2-#8 CLP 6' 0 - 25'Concrete w/4' mast CI. EXACT LOCATIONS AND THE COSTS OF REPAIR TO DAMAGED FACILITIES IS CF. 13X24X24 CON. IN. 122248 CLP SL663E TO SL662E 5800 HPSV SL662E TO HH664F GF 6633 to HH663h GF THE RESPONSIBILITY OF THE EXCAVATOR. IN. 40' 2-#8 CLP IN:39 :,/c 2#2&1#4 clp I HH150F TO SL 661ESTA , i IN. 120'2-#8 CLP 1 3' , g C1. 4786667e THE CUSTOMER IS RESPONSIBLE FOR ALL CONCRETE AND ASPHALT HH664F TO SL 660E 158 . 39 1_J I 1 SET 4 WAY SEC. B RS N. H 25' Concrete w/4' mast REPAIRS. HH664H to sL665e 5800 HPSV HH150H to HH150G` 39' AA IN:39'2#8 Glp N:158'3/c 2#2&1#4 clp STA UNDERGROUND SERVICE ALERT C1.4786666e i , 9266 � $ 25`Concrete w/4" mast 1-800-422-4133 OR 1800-227-2600 9210 9218 9226 9236 9248 9256 CALL USA FOR UNDERGROUND LOCATING ■ 5800 HPSV IN, 60'2-#8 2 WORKING DAYS BEFORE YOU DIG. HH150G TO SL666E IN. 144'2-#8 SL666E TO SL667E 8 HOUR INSPECTION NOTICE 8439 TO START CONSTRUCTION IS IN. 85 2-#8 A 4$ HOUR ADVANCE NOTICE OF INTENT I - I r HH664G TO SL663E REQUIRED FROM THE CONTRACTOR TO THE UNDERGROUND DIVISION OF CF. 13X24X24 HH IN IN I I SET OF 4wAY SEC. BARS S THE SOUTHERN CALIFORNIA EDISON COMPANY. YOUR INSPECTOR IS: ! S lL ABE EVANS (909) 342-3003 I mar 120 I Vad ANY CONDUIT NOT PERMITTING THE PASSAGE OF A MANDREL SHALL BE Calle IL WILL BE DONE IN 115 122' 120 85' —►- 25' ° I REJECTED BY THE SCE INSPECTOR. ALL MANDRELLING THE PRESENCE OF THE INSPECTOR OR BY THE INSPECTOR. CONDUIT I S 3' } s MUST BE CLEAN AND FREE OF ANY OBSTRUCTIONS. S G F 75' 105 PROJECT SCHEDULING ' PROJECT WILL BE SCHEDULED ONLY AFTER ALL REQUIREMENTS HAVE I BEEN MET. PLEASE NOTIFY YOUR PLANNER FOUR WEEKS PRIOR TO 9225 9233 9243 9253 9263 9271 9281 9291 215 DESIRED COMPLETION DATE. 9207 9 ' i CF CF GF CF GF CF GF C:UN�JUIT him 1 1h 1 1'h 1 1/2 1 1/Z CONDUIT MATERIAL SHALL BE POLYVINYL (PVC), SCHEDULE 40 OR 115 40 122 120' 85 S5J 144t SCHEDULE 80 WHERE EXPOSED, WHICH IS SCE APPROVED. ANY OTHER SL 666E to SL 667E CONDUIT MATERIAL MUST BE PREAPPROVED BY SCE. HH 664F TO SL656E HH664F TO SL6 E SL 662E to HH664F SL 663E to SL 662E HH664G SL663E HH664G SL666E IN:1442#8 elp IN:115'2-#Bclp IN:40'2-#8clp IN:122'248clp IN:120'2#8 clp IN:85'2#8 clp IN:60'2#8 cip ` WHEN CONDUIT CROSSES A STREET THAT IS DRAINED BY GUTTERS, THE I s 30" COVER IS MEASURED FROM FLOW LINE OF GUTTER. I e r A �/a" DIAMETER POLYPROPYLENE PULL ROPE WITH A MINIMUM BREAKING STRENGTH OF 1,100 POUNDS, SHALL BE INSTALLED IN EACH CONDUIT. 3' OF k ROPE SHALL BE LEFT PROJECTING FROM THE CONDUIT AT EACH END AND ' SECURELY TIED. WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE MANDRELLED AND A PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. CONDUIT ENDS , BENDS ARE USED AT THE BASE OF POLES FOR PRIMARY AND SECONDARY RISERS AND FOR SECONDARY OR SERVICE HORIZONTAL AND VERTICAL TypIM �I' :. I T L 11' TURNS. RESIDENTIAL PRIMARY SINGLE PHASE CABLE RUNS CAN USE BENDS FOR HORIZONTAL TURNS. BENDS SHALL BEA MINIMUM RADIUS BASED ON CONDUIT SIZE AS FOLLOWS: 3" AND SMALLER DIAMETER - 36" RADIUS 4" AND 5" DIAMETER - 48" RADIUS 4L am= awww WM WOOD MOULDING WITH #6 (MIN.) WIRE INSIDE TO TOP. CONDUIT SWEEPS "1 t ---Z-*�- ALIGN RISER WITH A TEMPORARY LENGTH OF CONDUIT; HORIZONTAL SWEEPS ARE USED:FOR ALL THREE-PHASE PRIMARY 1 REMOVE THIS LENGTH WHEN RISER IS SET. HORIZONTAL TURNS. MCK On I SOLVENT WELD PIPE CAP ONTO RISER. DO NOT PERMIT EXCESS CEMENT imam TO ENTER CONDUIT. CAP HDG BEND WITH CONCRETE—FILLED COUPLING. HORIZONTAL SWEEPS SHALL BEA 121611 RADIUS OR SEGMENTS OFA 121611 4 2 " RISER BENDS I RADIUS. rMWL Maw 3" /348 6 MIN RADIUS FOR 1" TO 3" INCL MIN RADUIS FOR 4" AND 5" 60"MIN RADIUS FOR 6" AND OVER TRENCH DETAIL Signature for Approval GRAM .� .�/.GRADE 4J . I - "A P L ", . r _ FINISHED r. GRADE 1' 3"MIN} MINIMUM EARTH COVER OVER ENCASEMENT RISER BEND M BE AS FOLLOWS, rl !.: 24 MAX} SCE Date tip. t DUCT CONDUIT HDG FIBERGLASS ,. z 1351 E. Francis Ave. slzE COVER COVER Please sign, date, cagy and return gr N o - . 61 ��_._ � _ Ontario CA 91 #6(MIN) BARE COPPER nta 7 12'MIN.RADIALLY 4 .- 4" 5" 57" 59" "� =_= FROM TELCOtCATV TO GROUND RADS ` .'..•��'•-:.•` �. � � •.. '• 6" 72" 74" CUSTOMER CONTACT: .........E......... COUPLING OR.ADAPTER Q CHO (� C G RANCHO 4►UVAMONVA F„'„�-1"ROCK/GRAVEL r^.—�.—.^'._——._ —._._aLA ._r— _-- REAM INTERIOR OF LOWER END OF ABS RISER PING KH O Color.'UNAWN AM if ' � i BEND TO PERMIT A SMOOTH TRANSITION FROM I 909-477-2700 Aw ) L THE CONDUIT TO THE RISER. CONCRETE PRODUCTS - — - a OFFICE R $ ,,�.,�� __________________ IG Precast concrete item complete with necking,cover,and ` EXT 4 67 inserts may be obtained from any of the following manufactures. #6(MIN) BARE COPPER �----= ...,P Number: Project Name: Planner. District » CONDUIT 'FpL�I2:I City of Rancho Cucamonga Jerry Smith 34 JE PRECAST GROUND x 8 COPPERCLAD STEEL ( 4 , GROUND RdD AND CLAMP " A,SR Number: Project Location: Grid No: Circuit: 14221 San Bernardino Ave. Fontana, CA 92335 � ,IF ;P■ L 2 PLACED 6'(MIN) SEPARATION `® DONOHUE 12KV Avenida Leon/ Calle Vejar City of Rancho Cucamonga - Phone:(909)350 4111 Off Customer: omaSubstation: - L RISER BEND f I Number C tom � Thomas Map: WOOD Ping Kho SBC 602 H2 CUCAMONGA SUB MOLDING UTILITY VAULT CO. DWO Number: Customer Address: inventory Maps: 10650 Hemlock Ave. Fontana CA 92335 04=cow ' GROUNDING TYPICAL FOR POLE P LE Printed Scale: ry U" A4 i p, NONE 218-2118-1 BOTH PALE CONFIGURATIONS -}-' -�- �,P��-�-"`"t'1�-/ - Phone:(909)350-2675 F:elated SAP Number: TLM Data: SIZE KVA COST °IoLOAD Flicker Factor. (909)428-3700 Exist Voltage Drop: IPA Number: 1,.W��(—��i?GT✓ Prop SiAseT DATE-70U 10/22/10