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Rc St Improve Plans 996/9 Thru 998/4 996/9 997/1* 998/1 998/2 998/3 998/4
rN ry 9`9 6, -1 6 -1 n cir� 11N /—N , . - - I T ::i e;e-7, ELEVATION 1478.026. a BM NO. 92LB AT THE SWC HIGHLAND AND HAVEN AVENUES, SET BRASS DISK 1608 A14 "A A14 A/4 E. CHANNEL AND AT zi �l I IN TOP WEST CONC. WALL OF D9AINAG , +1 1 1;: nM 4- SOUTH END OF 4 FEET CHAIN LINK F�ENCE, 44 FEET WEST 7 U) CENTERLINE SOUTH BOUND LANES OF HAVEN AVENUE AND 146 1606 1610 FEET SOWH CENTERLINE HIGHLAND AVENUE. 0 VAP r� F012 1969 r a F W I 6-/-15T TOP OF we,-T c-urB 1608 1586 6 vvi uy co 1584 1- �1ST 0- 3 -,- - , to W0 LIS d 1608 kn Ti- W, 0' 1606 OCD 0 rL 0 0 I (L 161 1690 07 0 Is Wu-i t,:z/w 1608 �A 1688 0 0VI VV t_ A A14 -F + Im IF of T It la FT EL. ie,*00.069 's of 1608 rol 03 EXIST GIFIOUMP m z o CO Q 13 ql m S1611 01 POD 1606 1586 A 15 in 1585 0 rt P, 4- 1584 1609 ri) CZ, '3 ;;,, T. \5h. �l V. 1583 ro 61 1 E�<r- IMr-WEM 0 0 IQ kl% A- -0 &,Q�OU t4 2 0 1690 + PROFILE SCALE 1588 1,," r--y- I ST. -Tp F, '9 r- r� b'-- T C' uZD r0l G Z I"=40' It ci HORI 0 3e). -q 3 o 1688 VERT. I"= 4' 1586 ' 6+ 7+00 '-8+00 9+00 1+00 2+00 3+00 4+00 5+00 6+00 k5l CONSTRUCTION NOTES (D CONSTRUCT 31' A.C. OVER 4" CAB (D CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING '40. 303) 0 CONSTRUCT 411 P.C.r. SIDEWALK (STANDARD DRAWING NO. 311) (D CONSTRUCT DRIVEWAY APPROACH (STANDARD DRAWING 305) @W.310) CONSTRUCT HEEL CHAIR RAMP (STANDARD DRAWING NO S. W CUT A14D REMOVE EXISTING A.C. IN, q7 INSTALL CONIBI14ATION STOP AND STREET NAME SIGN (STANDARD DRAWING All 0 NO. 402 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, 3 A7.- f�r •-A PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER 0 STATE OF CALIF X , j - . '0" � ORNIA SPECS.) o' D� cSy ia! 7 INSTALL STREET LIGHTS (BY OTHERS) 0 A riTA K'I" VALI DAAVE.II I AM :,I Ti�l 10 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) jev� jn'p 4 0 V/ w 0 DST lq� P"-ON ��- W16- ML Ie 0 R u OAK CONSTRUCTION AVENUE Ry cvi pAGt4F- RD- CONSTRUCTION NOTES QCONSTRUCT 3" A.C. OVER 4' CAB OCONSTRUCTS P,C.C. CURB WITH 24" GUTTER kSVANDARD DRAWING NO. 303) cuNsTRUCT4" P.C,C. SIDEWALK (STANDARD DRAWING NO, 311) SAW CUT AND REMOVE EXISTING A.C. Ci 2 INSTALLSTREET NAME SIGN (STANDARD DRAWING NO. 401) 0 INSTALL STREET LIGHTS (BY OTHERS) ePLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) 0 0) z -0 La 4- Vo&LlII?A AVr--. N0000 35 W Z ommf%ot� F Pl. OF-7 FJ CD IL �o o'7�� ml L Coll file I VALINDA �WENUE CURVE DATA CITY OF RANCHO CUCAMONGA A R L TRACT NO. 13117 "a. Z2510 rr elfEXR It .5.81 A 10'aa'4919" 102.&W' 1'7-0V' 012 I Of *,A 0.4, 9 '5 7 40,49' L-5 I 03--t9'V7` 27-00' M. 4 yl 4. 1 00' M.A,4' F 30X REDUCED PILANS 3 INGH8S ON ORIGINAL PLAN CONS I PLANS FOR THE IMPROVEMENT 0 TURNER AVENI�E. FROM A718k S.F./R.R TO FERON BLVD. FERON BLV� FROM STA24+87 TO STA.26+62.93 MAIN STREET FROM 195 FT WEST OF TO TURNER AVE. Sre.-S PER ZACRD STD, 33-01 --,y,qC7- 40CA7-10,V r_0 BE Sly' 7*/-/ZF 6A161&6ER` 20 TLV0P5MA1-- &_CC,k- W=1- 20 F TYPICAL SECTION+ 6PAO& TO,.101.V EXIST. Rlw b�ZC GROUND AT EX/sr 690;YA1.0 TURNER AVENUE TOP OF W,1144 05` 6.5 '00R7-4,1? CA,- CONSTRUCTIONNOTES PLAN jV, RIW S. RAWU/If'-Sro/ve 70 54OC& W,411 3" STEPS DETAIL O-CLEAR, GRUB, EXCAVATE & GRADE -PROTECT IN PLACE 35 (D-TO BE RELOCATED BY OTHERS '61 17' Af 17 4'Sl TURNER AVENUE T-�R MOVE ..,4- 1 1 E 6 RELOCATE AS DIRECTED BY ENGINEER -SAWCUT, JOIN, & FEATHER 8" P.C.C. CURB & GUTTER PER CITY STD. 3C3 ONSTRUCT 4" P.C.C. SIDEWALK PER CITY STDfS 310 & 311 @-CONSTRUCT 4" P.C.C. WHEELCHAIR RAMP PER CITY STD. 310 @ CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY �K--AW IZV7RA C0,4IRS-- OF 9Z0CR @-CONSTRUCT 6" P.C.C. DRIVE APPROACH PER STD. 305 OR DETAIL SHT. 1 A5 AhOr-�Z)- 1Z41'r47'.4Z) AROUND S10eWAL& P.C.C. SPANDRAL AND CROSS -GUTTER PER313 STD. 308 Ar rrS-W 4seItRMER OF SrRE41STREET flZ e 1,vRcr15A1 @-CONSTRUCT TEMPORARY A.C. CURB PER CITY STD. 3 &_�':L_ADJUST MANHOLE TO GRADE PER CITY STD. 512 6XISTIAIG WALL DETAII_ WATER VALVE COVER TO GRADE AS Z AS 6X1S;r1A(6 6RO411JD ------ MRIES AT RIW DEPT. STD. 33-01 & VARIES A 7 C1W -CONSTRUCT P.C.C. STEPS PER L.A.C.RD. 6RAdge 70 101A1 TURNER AVE. DETAIL SHT. 1. T GRADE 70 /0//,/ AC @CONSTRUCT 2" THICK A.C. PAVEMENT PER PZ,4AI @��_CONSTRUCT CHAIN LINK PENCE & GATES PER APWA STD_ 600-0. HEIGHT TO MATCH EXIST. 6" 15 W12 W12 &-CONSTRUCT 4" A.C. OVER 4" A.B. PER STD. 201 AND TYPICAL To dFr.47'_7011,'F_V1.ST SECTION SHT. 1. TYPICAL SECTION C01V5T _iL CONSTRUCT C.B. BLOCK WALL PER DETAIL ON _SHT. 1. R-17AIlVIlVO CURB, elfaml A.C. RIIW'77 CONSTRUCT C.B. NO. 3, W/LOC. DEP. PER STD. 504 0 9- A (0-�:=�CONSTRUCT 21" R.C.P. STORM DRAIN W/BEDDING PER STD. 913. 30TA/ 4W OF PIPE MODIFIED OR ONCRETE BEDDING TO 4 OVER TOP MAIN STREET F C 7 4:; THICK P.C.C. 26 "ZI: UTILITY NOTES @1 CONSTRUCT 12. ONSTRUCT 3 'A,C. OVER 4"A. B. Al. Via S. R1W 120 25�-CONSTRUCT 6" THICK P.,C.C. CONSTRUCT CONCRETE RETAINING CURB PER _0_57A&_�5"00-51VT 1. 6e THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE .34- .34, 51 .1 q 207 -BREAK OPENING INTO EXIST. WALT, AND REPAIR TO 'n PLANS WERE OBTAINED BY A SEARCH OF THE SECTION A -A AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE SATISFACTION OF ENGINEER -A. 25 12. S'o THAT ALL SUBSTRUCTURES ARE SHOWN OR THAT 28 PROVIDE 10 L.F_ OF CONCRETE ENCASEMENT, PER F_Ro/v 91- VO.••THE LOCATIONS SHOWN ARE EXACT. THE L.A.C.F.C.D. STD. 2-D-251 W—E-'Xr �H�TREeD BAC -L'IR CH IN A CO! CONTRACTOR IS REQUIRED TO 'AKE DUE _�BLAWKI_ /8 Kh S' * EE C kb'ANdE WITA PRECAUTIONARY MEASURES TO PROTECT ALL SO -A UT E CALI00$t1 r•v Z O ; VIA OTS014 COMPANY'tSCE) S---- 0-67-AlL :% STANDARDS FOR BURIED CABLE IN FACT (CIC) UTILITY LINES INCLUDING THOSE NOT OF RECORD L OR NOT SHOWN, (INSTALLATION OF STREET LIGHTING FACILITIES AND UY CIC TO BE INSTALLED BY SCE) Ll,.7 fY THE CONTRACTOR SHALL CALL THE FOLLOWING (1Y GUTILITY COMPANIES 48 HOURS PRIOR TO THE L9 ' 11 PCC GUTTER START OF CONSTRUCTION.: TYPICAL DRIVEWAY APPROACH =,-2e 4YO GeneLal Telephone (724}-983-1811 TURNER AVENUE' Co. A10 MORTAR FINISH Cucamonga Co. WateC District (714�987-2591 L __j ALL EXPOSEDAMMISAIZwaver TYPICAL SECTION 1 SLIRiCACES so. California Gas Co. (714,L884-9411 FERON BLVD.— M- 1.•Ii California Edisor Co. (714+966-5861 -ITY DESCRIPTION OF REVISIONDATE VED Underground Service..Rlert INDEX OF DRAWINGS- CITY OF RANCHO CUCAMONCA Sy/sr 6ROLIMO Cott:-TOU FREE 6,*.4,0-- AS- NECESSARY N12 DESCRIPTION LOCATION ro S,4r19.vAC7'10A1 TITLE SHEET SHEET 01a 15AI161AI&ER 1-800 DETAI L B A TITLE SHEET 11 TURNER AVENUE 422-4133 No I V0r_=.5 cerAIZ-s RETAINING CURB MAIN STREET E, B Two WORKING DAYS BEFORE YOU DIG FERON BLVD. 01 V1C11V17-)1 "A,- , E zz L===_ APPROVED BY DATE N2- 2 TURNER AVENUE -�?O" 47." R.,e, R1W CITY ENGINEER R.C.E. No. 23889 7135,,64) 70 57A, M NORRIS-REPKE, INC. DESIGN RECOMMENDED EPP r Consulting Civil Engineers and Land Surveyors ------ - -A?olW 1-95 ,:-r Wzwr 0,1 ro 711I.RMSe AVE. n� rnnTn WR , R.- N2 3 MAIN STREET N_ •17662 IRVINE SLVO -SUITE 7 TUSTIN, CALIFORNIA 92680 DRAWN SHEET FERON BLVD. SrA. 247"67 ro sm 267,ige-9-9 [77141730-6410 A OF-7— N-S 4 STRIPING PLAN /VO 5CALE CHECKED R,C.E, No. DRAWING NO., N& 5 to 7 SEWER LATERAL INSTALLATIONS WA,9,Q_-1V W. Pc.--. /v�e FILE NO. 998 I 30X REDUCED PLANS 0 1 2- 3 liffilitillill 11111 i to 1-41.1.1d k3 INCHES' ON ORIGINAL. PLAN_� Eorl: '��o�1�E�C :. `�'-fi'..-����� ^�, ��..�� �� �CG� G=CG��� ===M= � �==nnm=��..�®��. 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