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Home My WebLink About1214 -------------- INES MINE WE El NOR ON IM ENE OR Of Ashk Emmons NEW EEN EN Ol NO IN R ENE Amk 001 M El EN OUR IMEI Elm ENELIE P' WOM5 toR THE 0 fflkmlr t MILIE AFM M&M Jun 7 r = NE OVEME� mT L H ImIlm C N RU lw = a I Up N U FORESEEN GENESEE 1010100111111 SEMEN IMEME MOM 10110011011010 INEENE111101 SEMEN MEME MOM WOMEN 1001001010011 NEMESIS MINEEN MOM EINEEENE MEME 10111101NEEN GENESEE[ ENEE11011011 NE10110100111 NEE111011111 NONSENSE SOMEONE NEWNESS KEENNESS NONSENSE KEENNESS MINNIE 1001010101011 MEME MEME NOME, NOMINEE MEME MOM MEME ENEMIES 10111111001001 MEME MOM ANNEEM DENSENESS MEN AMENEW MINIM DOMINO ANNEENEEM COMES 0000001 MENEM SOONER ONES INEE! MEN IME MIN IME MEN IME ONES IME IME ONE OEM MEN MEM OMEN EEM SENSE! INNER& 000001 MEN 10001 MEN MEN MINE, MIN ME NEENER ME EME IME MEN NEENE 1101011111111EIR GENESEE& MEN! IME NEMESIS Ellillow— 100010111111L IMIN MEN NOW 11001010011011 MEN IME MEN MEN NEW! MEN M1011 MEN ONES NONE ONE MINE MINE MEN EME INEM WEER MEN IME INME MINE MEN! ENEE mllElff_ SEEM NONE ONE EME MINE MINE MlEl IME MINE EEM MEN INEM MORE MINE MEN MEN MINE MEN! MON MEN MEN! MEN INNIM EME IME EMIN INENEL AME MEN MEN lyl 14 IME OWENNNNN.......1000 MEN WON MEN MEN MEN SEEN IME NEM EM MER IME MEN IME EME MEN MEN! IME MINE MEN EME MIN EME MEN WEER NONE IME 10110101 NEM. AME 'low ... m Ol Slim 001 F R A I N Arik El SOMEONE AdOOL INDEX w t3 n ir a UTILI I I riu 1 E S' N' {� i ED4 sht, L I. m THE EXISTENCE AND L0CATIO N OF UNDERGROUND UT/L/T Y L/NES OR mrwffm a m ff m umraHuSTRUCTURES SHOWN ON THESE PLANS WERE OBTAIN Y A ARCH OF "� desUription I ovat i MmL n ME THE AVAILABLE RECORDS., BUT NO GUARANTEE IS MADE THAT ALL Q SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE ®TL E IsHEE r � EXACT. THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURE CT ALL UT/L/T Y LINES INCLUDING rHOSE NOT OF DETAILS2 NOTES ., FOOTHILL L VD RECORD OR NOT SHOWN. PLAN a PROFIL E RA MONA VEIN TO S IN 6 50Q 2. / EXCAVATION CALL UNDERGROUND SERVICEALERT. T L PHON 4 PL AN a ® Ti4. „f, TOAVE. HAMPSH/RE::: sr. NO. ( 00) — 4133. W h ; Q 2 � e a ° . THE CONTRACTOR HALL CALL THE FOLLOWING UTILITY COURANZES 48 b Li C`14 �L Li I U � � � Li � � HOUR /OR O H START OF CONSTRUCTION. : CTI DEVON CERISE SrDEVON Sr GENERAL TEL PHON CO. (71 4) 18H sr a CU ONGA CO. WATERDISTRICT (71 4) - 25,9/ PLACER ST. PL AGER SOUTHERN CALIFORNIA A (71 4) — 7711 w, r SQ TH N CA L IFO N/A EDISON CO ( / ) .986 -586/ FRIANr Sr --- ARROW ROUTE h ALPINE sr "� sA L INA SAL INA s r. ® Q: w 8 t of } v ® w1 ca r 9 TH. ,a�T. o OR. 28TH Srf` 1 / ` /�/� /� /� Mc KINL EY THE PRIME CONTRACTOR TRACTt/R HALL HAVE mow. tu A VAL/D STATE OF CALIFORNIA CLASS a ° =25rV. sr ®A I �" ACT `./ N '' LFERON BL VD. 3 QQ o 24 rHst MAIN tr,4 s r MAIN 2 A.T. S.F Q sr. HUMBOLr sr. RAILROAD A 11w t►a ►+ OUTLI"G 1,912 ca1t W G�•6.K.'S. lft-CAV1141Z WQ,ING. t�i 2�Of e rHNo. 15308 3 319 ' I ' I a )ATE APPROVED IT ST. Epp. clvl\ am OLa & so C � L '— ` Q, WCl I T Or _ PQ o y r rH s r. p 7 rH. S r. PLANS PREPARED BY w v INE INE El AV LlONEK N ff'm"E A wft I Alk 'dftz Q C A out k BEARINGS ARE A D ON TH CENTERLINE • 4* NE !NG L L TMOM CORNER APPROVED BY: �,„„ ,r B a ` -- l F O U HO A N8 ° r ie CHI• L H RSOUA�QSA r T ONC. NA IL / Cu"NSULTINGh CIVIL ENGINEERS , CITY RECOMMENDED ON . /N th. I HERMOSA 17821 E. 17th. STREET DESIGN i AVE. 44.5 SOUTH OF SDCJ'IH RAIL „® , TUSTIN, CALIF. 92680 POOL M. 68 , PAGE I/ I2, R CORD OF OF MAINL INE TRACKS AND L O SCALE / /O 714 8 3 2 7 DRAWN SHEET SAN NAR IN COUNTY, CAL/ / TRACK — 47 0 L ® PooLMAN j ®F Of ElONION MEN 97 CHECKED R.C.E. No DRAWING NO. PROJECT ENGINEER R.C.E. No. 15308 DATEDqTE FILE NCt 1214 N-R/W S-R/W 34' 34' /2' 22' /8' /6 ' 5.5' 6-5' /.50' /0.5 /O' /0' 6. 5' /.5' 6. 5' 9.5' 5.5 OUANRRES CONSTRUCT/ON NOTES EL EV. PER P4 VE 0. 12'MIN. I i / PROTECT /N PLACE 1. 50% /.5090 -,---.-- 2 SAWCUT AND JOIN ZL--' -- J23 EACH 3 REMOVE TREE AND/OR TREE STUMP EX/ST. F.S.PA VEMEN/2 J / EACH 4 RELOCATE S/GN BEH/ND NEW CURB AND GUTTER / EX/ST. 4" S/DEWALKEXIST. 4 EX/ST. 8 CURB 6/7 C. Y. 5 EXCAVATE AND GRADE PER TYP/CAL SECT/ONS SIDEWAL K 8 /8GUTTER 8" 8 8/6 L. F. 6 CONSTRUCT 8 " PC.C. CURB AND 24" GUTTER PER CITY STD: No. 303 T YP/CA L SECT/ON 5,394 S. F. 7 CONSTRUCT 4" P. C.C. SIDEWALK PER CITY STD. No. 3// STA . / + 50 TO STA. / f 92. 50 /, //6 SF 8 CONSTRUCT 8" P. C.C. COMMERCIAL DRIVEWAY PER CITY STD. No. 306 154 S.Y. 9 COLD PLANE PER DETA/L S BELOW 225 TONS /O FURNISH AND PLACE 4" AGGREGATE BASE 225 TONS // FURNISH AND PLACE 4" A.C. PAVEMENT 42 TONS /2 FURNISH AND PLACE VAR/ABLE A. C. OVERLAY N- R/W � S/ R/W 34 ' 34' /, 950 L.F. /3 FURNISH AND PLACE 2" STREET L IGH 7' CONDU/T, W/TH PULL ROPE, PER SO. CAL. ED/SON STANDARDS. /2' 22' 22' /2' �� 48 L. F. /4 FURNISH AND PLACE 3 STREET LIGHT CONDUIT, WITH PULL ROPE, PER SO. CAL. ED/SON STANDARDS. 5' 6.5' /.5' /0.5' /0' /0' /0' 2' 6.5 5. 5' 5 EACH /5 — FURNISH AND PL ACE /0//2"x /7"x /2" HANDHOL£ PER SO. CA L. EDISON STANDARDS 5. 5 5' 2 EL EV. PER / EACH /6 FURNISH AND PL ACE /7"x 30" HAVDHOL E PER SO. CAL L. ED/SON STANDARDS PRO F/L E 14,/ 2 EACH /7 FURNISH AND PLACE 11" X 24" HANDHOLE PER SO. CAL. ED/SON STANDARDS ---i — 1.50 % 150% �_ S� 6 / MAX. 5 EACH /8 PC.C. FOUNDATION, POL E AND 5800 L UMEN H.PS.V. L UM/NAIRE BY SO. CAL. £DISON JOIN AT R/W / EACH /9 EX/STING LUMINAIRE TO BE REAVVED BY SO. CAL. ED/SON 9 /2 PAVEMENT 7 £X/ST. 4" EXIST FS 6 EX/ST. GRD. S/DEWALK 5 EX/ST. 8"CURB /0 // 5 7' & /8 " GUT TER /. 50' 5.50' T YP/CAL SECT/ON O. /2'M/N. PROP. F.S. STA . / f-92. 50 TO STA. 2 t 50 r-,-1 0.03 ' EX/ST. FS. 9 12 N- R/W (c' S-R/W 34' 34' 22' /2' 5.50 6.50' /0' /0' 2' .50' 5.50' £X/ST. GRD. /2.50' 2' - JOIN AT R/W 2 JOIN PROP F.S. 0. '2'M'N DATE CITY 2.4 -- 1 DESCRIPTION OF REVISION APPROVED ' VAR/ES - - --' 1' to CITY OF RANCHO CUCAMONGA I�-; _—� i TO 3 ".�• /.6 MAX./-. 0. 12 NOTES , DETAILS AND TYPICAL SECT/ONS `�! I EX/ST. F.S. c JOIN AT R/W o . . I PAVEMENT EX/ST Fs. FERON BOOL EVA RD EXIST. GRD EX/ST. 4" EX/ST 8'•' CURB 6 S/DEWALK B /8 GUTTER /0 // 5 COLD PLAN/NG DETAILS RAMONA AVENUE TO HERMOSA AVENUE T YP/CA L SECTION Q�oF E ss�o"q APPROVED BY: DATE: ��o TOR F� CITY ENGINEER RCE. NO.Zz�`l,Z p/ DESIGN PLANS PREPARED BY: RECOMMENDED Z No. 15308 /hae.F•F4 c�sfn STA. 2 f 50 TO STA. // f /0 * Exp 13//89 DRAWN SHEET sfgr OF CA��E '¢ F � 0 LILTING ENGINEERS 2 OF CHECKED e..r�,� 153 Q8 DRAWING N0. R.C.E. NO 1214 N. T. 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COMYTRUCTION NO TES AS jZe##nsvXL Llmirs PROTECT IN PLACE (5 5AWCUT AND JOIN %.%-4 0!;30 REMOVE TREE ANDIoR rREE srumP CURB SE R VICE +1 RELOCArE SIGN BEHIND ku E L-4-1 L RISER �j EXCAVATE AND GRADE PER TYPICAL SECTIONS cuRg a *4',Gur rER PER Cl T Y STD, 303 6 CONSTRUCT 8 PC.C. Q CoNsrRucr 4"I PC-C. SIDEWALK PER -CITY STD. 311 to )c % vs - 4)q ;d -10 ON SHEET NO. 2 a :�; 111 to 9 COLD PLANE PER DETAILS FURNISH AND PL ACE 4" A GGREGA TE BA SE > to il� 10 4 CZ1 A V. ;� cl: % 4" A.C. PAVEMENT "T k.) FURNISH AND PLACE cx: OVERL A Y PLACE VARIABLE rHIcKNESS A.0 FURNISH A ND 4: OUL Erbo'm IF X 1. CC PUt L FE IN AN 01 0 W1 7H s rREE r L IGH r CONDUIT------- FURNISH AND PL ACE 2 ROPE, PER S.C. EDISON STANDARDS. NN...... STREET LIGHT CONDUITt WITH PULL FuRwIsH AND PLACE .3 15 w ROPE, PER S.C. EDISON STANDARDS. 2- 15 72 S D. FURNISH A ND L A CE /0 112 x 7"x 12 11 HA NOHO L E PER S.C. at %-4,72 S.D. - EDISON STANDARDS. It FURNISH AND PL ACE 17 x 30 HANDHOL E PER S,C. EDISON 19 STANDARDS.13 6 PS.V L UMINA IRE 2450 14 j � pCC FOUNDATION, POLE AND 5800 L H N8-9043'46W 5 JOIN 4 2 13 \% I 3 /O By S.C. EDISON. 9 2 12 % 3r 8 s 0 BE REAJOVED BY S.C. 7 EXIST(NG LUMINAIRE T EDISON 5 /0 50 -V8'w_Z�JO �,O 8 Oman No elk--_TT .60 77 dow tc) culziDgIve of?-Aa4 oufl--evs 13 Zi� A90 6t\111.1- vz evacn. loc. -Ar__ - - r) 7L0wgv0?-v0cpsz. ATE 7 6 DESCRIPTION OF RE VISION D APPROVED 3 Ift job,v-N&UI%A =m ff-% -A 13 t6l 16 `F RA 'm &O m"m Nff 7 3 %NT I v Nww 11 cri N0.432M wl A N AND PROFILE 3-31-kC) I 1A %�WININD ON-RON E ks A OF 18 0 0 47f-A /-0 IN 6 18 RAMONA A VENUE /u APPROVED BY: DATE 1111:ss/ Af% CITY ENGINEER FZC.E NO.TO 1K, RECOMMENDED Pt-ANS PREPARED BY: DESIGN A!!! D No. 15308 SHEET E x p.A131189 DRAWN 4 11028 42 civi cON5ULTING IVIL ENGINEERS %5_OF RAWING NO. D OF C R.C.E. 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PA VEMEN T *2#2 FERON 80 VA RD 15 FURNISH AND PLACE 2 STREET LIGHT cowulr, w17H PULL Y. 3e ROPE, PER SC E-DI30N SrANDARDS. FURNISH AND PL A CE /O 112"x 17" 12'HA NDHOL E PER x 5 . EDISON SrANDARDS. r 14 CB. 0 0 FURNISH AND PLACE // x 24 HANDHOLE PER S.C. ED13ON PC.C. FOUNDA710N, POLE AND 5800L H.R3.V LURINAIRE 72 3.D. 78"S.D. 4�e .64 ri.) 15 PLY BY S.C. EDISON.&47#2 to TAI_V)13 4,7 L94 17 ZL 19 N 8904346 If /0 H Lj.j L H-k /0.00 D H 8 w 0.4329's 3-31-t.-T�L ftmw� dow —4 7 0 for A L: _j.3 CO A ro 10 A 7 6 7 A SIOP,14A1446.13 7 61vivree swa. toe'. CITY DESCRIPTION OF REVISION DATE APPROVED CZ1 limb, mmm in "F RA"CHO" CUCAa"m`N%`3A Qc Q��E MY v 119 IQ 00 j 17 00 15 CUR VE DA rA �z 1-i-90000,00"8 FERON BOUL E VAa RD 17 4i L 12.561 09-A 7' 800, SIATION 6 50% /mv_Oft HERA f OSA A VENUE APPROVED BY.' DATE. ss CITY ENGINEER)? < R.C.E. NO., e, DESIGN PLANS PREPARED BY: RECOMMENDED No. 15308 D 7f- -fly Exp, 31311M SHEET CIVI ING CIVILENGINEERS OF 4 DRAWING NO. R.C.E. NO 15 308 D ATE _Z R-Z FILE NO 87-003 1214 ... .........�_... ........--------- lI 40 I o (0 2a 40 'Ln t o c 4e 20 I o j c 3b 40 I ' 11 i LJ I LJ 3+ CD la �T 17 Il �� I LJ � �� I � � I , Li L J LJ LJ �7 Ito ti + og. s (1 � a-Ll1 C-2 Li :b l � - s+rho II Ico LJ. 11 +00 t� UO (P7 ti �Z : l r� to 1-10 � LJ s I co IT L I +moo 2.4 : 1 C;7 Ll C7 4+� II 17 n J LJ 19 LJ cj�ll /(o ICo 4 + oo ((o l LJ 5 I� I LJ 1� 20 10 I o 2-0 30 4 0 20 t o l 0 20 3 0 �{-0 2 0 t o t o Z.o 3� 9.0 Zo t o I Z b Aqe . -To \A!/o }� RMOSa A-tv—c . D R AW I N G I` ��I �" r 1 1214