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HomeMy WebLinkAboutP_5157_SLIIJO -' m 0 'e, ~ ~ "f-N 1, ~ ~ :-i~--.i\ic-----/ ~ & :f ')\.i "" ')\.i 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1991 EDITION, AND SUPPLEMENTS TO DATE. .', 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE' ACTUAL LOCATION AND.ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. PUBLJIC WORKS DEPARTMENT 4. SAWCUTTING AND REMOVAL OF ASPHALT PAVEMENT AROUND ISLAND TO BE COMPLETED BY OTHERS. ~ liMDPROVEMEN'fS AT.VIA GENOA/VIA LliDO PROJECT ILOCA7r~ON SYMBOL LEGEND ----0-- 0 'b' D POWER POLE MANHOLE FIRE HYDRANT METER BOX ------0--VALVE NOT TO SCALE R=7" -------- R=4"± 2" 2' IB"GUTTER LEVEL LINE 1 , MIN. E.G. A.C. PAVEOUT (FLUSH WITH E.G. l JOIN EX. PAVEMENT POWER POLE ANCHOR ROLLED CURB & GUTTER DETAIL ,6 MONUMENT -x-x-x-FENCE WALL 0 TREE (}0 SHRUBBERY ..LLL .££L _LLL ..!.LL ASPHALT PAVEMENT : : : : : : ::::::::;I: BRICKWALK I <I CONCRETE t// ,'./// ,./ Lj BUILDING E:::~ ==::la GARAGE DOOR EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---t.---CENTERLINE ----S----SEHER LINE -----W-----WATER LINE ---G-- - GAS LINE --E--POWER LINE -TEL~ TELEPHONE LINE ~TV--CABLEVISION LINE ~SP--SPRINKLER SYSTEM NTS EMERGENCY TELEPHONE NUMBERS APPROVED: LIDo AGENCY NUMBERS 5/21h 5,L ffi DELETE WATER SERVICE CALL TOLL FREE 1-B00-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOuTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 5/1.7/t S. L. DATE BY R ill DELETE ACCESS RAMP DESCRIPTION E V I s I 0 N s JINFORMAJL CONTRACT ;V/ A1 ?, /9!1 PUBLIC WORKS DIRECTOR R.C.E. 16791 DRTE: CITY ENGINEEit~ R.C.E. 24967 DRTE: IP Il RZZR GIEINl[Q)R SCALE 1 "=20' RPP'D. SOUD APPROVED lJ fu--Av1~ UTILITIES SERVICES MANAGER R.C.E. NO. 25333 DATE -j,t.P-f7 CONSuRIUCuUON NOu!ES 0-PROTECT EXISTING IMPROVEMENTS IN PLACE. © CONSTRUCT P.C.C. ROLLED CURB AND GUTTER PER DETAIL HEREON. ® CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. 0 CONSTRUCT P.C.C. CURB ACCESS RAMP, CASE E, PER CNS STD.-181-L-A. © CONSTUCT P.C.C. DRIVEWAY APPROACH'PER CNB STD.-160-L. 6 0 CONSTRUCT 6-INCH THICK ASPHALT PATCH BACK. INSTALL !-INCH WATER MAIN SERVICE PER CNS STD.-502-L, AND TRENCH PATCH PER DETAIL HEREON. 8 INSTALL CONCRETE METER BOX PER CNB STD.-502-L. m, ® SAWCUT AND REMOVE EXISTING IMPROVEMENTS. '-'?~---~-~---~-___,. ® CONSTRUCT CATCH BASIN TYPE OL PER APPLICABLE PORTIONS OF CNB STD.-306-L-A, W=3'-0'. @ CONSTRUCT 12-INCH C-900 P.V.C. STORM DRAIN WITH CONCRETE SLURRY AND BACKFILL TRENCH PATCH PER DETAIL HEREON. @ REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN AND INSTALL 12' X 12" P.V.C. WYE WITH TRANSITION COUPLINGS. I • . I • I TR£NO/ WIDTH T~ENCH PATCH ~ETA!l ~~VESS[Q ~~J. ~ J?1'4327 Exp. 6-30 crvn. OF CA1l N. & D , SERVICES MANAGER R.C.E. NO. 22045 DATE A(Jr;f 30, I 9'17 SENIOR CIVIL ENGINEER R.Cl. NO. 35086 DATE ,4 z4/q7 DESIGNED DRAWN SL M GRACIA NTS NOT£: TRfJ/CH /III/TH E.Q!RLS 14 INCHE.S FOR WATER SERVICES RND 24 INCHE:S FOR STORM DRRIN. IL~ DO IMPROVEMENTS AT VIA GENOA CITY OF NE~1POR7r BEACH! P-5157-S o-------t-----t------+-----------t------,1 PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 CHECKED DATE MM 23 Ar 1997 I I I § " ~ s , " D . ~ C ~ C • g D . s; • a • . e ~ !l e • " 8 " 0 m " 0 ' z C i 0 ' ~ " m 0 " 0 m " ~ z C < 0 m " ~ c-" " " 8 " 0 m " ~ z C ~ ,, ,; z :r 0 r 0 " 0 " ~ 0 ~ 0 z . ~ z !" " Ee ~ 0 " z ;; <::::::::, ,, ,; z :r i' 0 n 0 " ~ 0 " ~ a z ' "' < z rn n ,. r ~ 0 " z ;; ,, ,; z :r 0 r 0 " 0 " ~ 0 ~ 6 z z C s OJ m JJ 0 JJ ~ z G) z C s OJ m JJ 0 JJ --~ I I z G) z C s OJ m JJ 0 JJ ~ z G)