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HomeMy WebLinkAboutR_5372_SCITY OF COSTA MESA VICTORIA VICI N ITV MAP l/4 0 ¼ l/2 3/4 1 GRAPHIC SCALE IN MILES " 0 • " • r SYMBOL LEGEND -0-PO\'/ER POLE 0 MANHOLE 'D' FIRE HYDRANT D METER BOX -0---VALVE E-POV/ER POLE ,6, MONUMENT -x-x-FENCE BLOCK \'/ALL C~ TREE l(;',1,,, SHRUBBERY /¥ ANCHOR .&.&.&.& ASPHALT PAVEMENT :;:<,",,;I,"';,; ~..Rn BRICK WALK /~::__~ _ _: CONCRETE !; ) <.u.L-<L/.L<:l BU IL DI NG 6 AK E R EXISTING CbNSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ----5-SEWER LINE -----w-WATER LINE --G-GAS LINE --.€--POWER LINE -TEL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM ;:i_ STREET LIGHT EMERGENCY tELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY .CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION Q C: U C , CKTY NEVifJPORT PUBLIC V\TORI{§ OJF BEAC.JI-I[ ID JE P_L~RT1_[JE~T t: :, °b __, PRO.JCCT ~f_l \.OCA"T\0\-.l IMPROVEMENT PLANS NUMBERS NUMBER 1-800-422-4133 835-3833 1-800-422-4133 640-4221 962-2 411 EXT. 245 642-3260 644-4471 , FOR FORD ROAD AND MACARTHUR BOULEVARD -INTERSECT I ON MODIFICATION A. H. F. P. CONTRACT PROJECT NO. NO. 1882 APPROVED l,r_t~ / - DATE PUBLIC WORKS DIRECTOR RE 12806 CITY OF NEWPORT BEACH E, M.A. D~ COUNTY OF ORANGE SHEET INDEX 1. TITLE SHEET 2. X-SECTIONS. DRIVEWAY DETAIL 3. PLAN~ PROFILE OF FORD ROAD 4-PLAN~ PROFILE OF MACARTHUR BLVD. 5. STORM DRAIN PROFILE~ OUTLET DETAILS .6. LIGHTING PLAN 7, TRAFFIC SIGNAL P~AN c;.aw<s,,R.\.lC"T\O~ w.o,~ (CO"'-\,.) EXISTING CONDUIT. INSTALL PULL BOX PER CITY OF NEWPORT BEACH STD. DWG. N0.·204-L. INSTALL SALVAGED STREET LIGHT STANDARD AND INSTALL STREET LIGHT LUMINAIRE, TYPE II-F, WITH\00 WATT HIGH PRESSURE SODIUM VAPOR LAMP SEALED AND FILTERED, 240 VOLT AND PULL BOX PER CITY OF NEWPORT BEACH STD. DWG. N0.-200-L FOR MULTIPLE (PARALLEL) CIRCUIT. INSTALL STREET LIGHT STANDARD AND LU"I INAI RE TYPE I I -H, WITH 150 WATT, HIGH PRESSURE SODIUM VAPOR L~IP, SEALED AND FILTERED, 240 VOLT AND PULL BOX PER CITY OF NEWPORT BEACH STD. DWG. N0.-200-L FOR MULTIPLE (PARALLEL) CIRCUIT. INSTALL SALVAGED STREET LIGHT STANDARD AND INSTALL 2 STREET LIGHT LUMINAIRES, WITH 100 liATT, f-'IGH PRESSURE SODIUM \'APOR LAMPS, SEALED AND FILTERED, 240 VOLT AND PULL BOX PER CITY OF NEWPORT BEACH STD. DWG. N0.-200-L FOR MULTIPLE (PARALLEL) CIRCUIT. ABANDON EXISTING SERIES CIRCUIT SERVICE POINT AND CONNECT TO EXISTING MULTIPLE CIRCUIT. PLACE PETRO MAT PRIOR TO PLACING A.C. OVERLAY. PROTECT EXISTING TRAFFIC SIGNAL AND DETECTION SYSTEM IN PLACE AND __ MAINTAIN IN OPERATING CONDITION UNTIL CHANGE OVER TO NEW SIGNAL SYSTEM IS APPROVED BY TRAFFIC ENGINEER, PER SPECIAL PROVISIONS. SEE SHEET NO, 7 FOR TRAFFIC SIGNAL PLANS. NAME UNDERGR0U_ND SERVICE ALERT MR. WRIGHT UNDERGROUND SERVICE ALERT PAUL MALKEMUS JIM ELLIS MR. ROMAN ~a.6-DATE 1 CITY OF IRVINE 1.· All construction shall be in accordance with the "Standard Specifications for Pl.lblic Works Construction, 1976 Edition", Supple:o:ents and Special Provisions, City of Newport Beach Construction Standards and Specifications, and State of California Std. Drawings and Specifications . 2, Stationing refers to the centerline of street unless otherwise noted. 3. Curb data refers to face of curb. 4 All concrete curbs, gutters, sidewalks, drainage structures shall be constructed of Class 560-C-3250 P.C.C. 5. All cement shall be Portland Cement, Type II. 6. All underground work shall be completed prior to pavi~g of streets. 7 Existing underground utilities are shown as per available records. The contractor shall be responsible for verifying the actual location and elevation in the field. 3. Storm drain line distances shown in profile are horizontal distances. 9. The walls and faces of all excavations greater than 5 feet in depth shall be guarded by a shoring system, sloping of the ground or other approved means. Trenches less than 5 feet in depth shall be guarded when examination indicates hazardous ground movement may be expected. The Contractor(s) shall obtain a permit from CAL/OSHA for all excavations or trench work. 10. All manholes shall be left below pavement grade and brought to finish grade after pavement is in place. 11. Stations shown(0+00)are storm drain stations and are inde- pendent of centerlin~~of street stations. ,-5JMPEi□N -STEPi=AT NE\oVl'O~T CENTER , 358 Sar; Miguel Drive, Su,te 200 Newport Beach. Callfornia 92660 [714] 644-0563 BASIS OF BEARINGS ' !. ~[§ ~-r=:1 CONSULTING CIVIL ENGINEERS THE CENTERLINE OF MAC ARTHUR BOULEVARD AS SHOWN ON R.S. 96/39-"40 BEING: NORTH 11" 48"' 00" WEST -----·--------- CD 0 0 <~ @ CD 0 0 0 @ @ @ @ @ @ @ @ @ @ @) @ @ CONSTRUCT 0.40' A.C. A.B. W/PRIME COAT. OVER O.SS' COMPACTED CONSTRUCT 6" TO 3" CURB FACE TRANSITION AND GUTTER TYPE ''A" PER STD.-182-L. CONSTRUCT P.C.C. CURB & GUTTER TYPE "A" PER STD.-182-L. CONSTRUCT P.C.C. CURB TYPE "D" PER STD.·183-L. CONSTRUCT CURB ACCESS RAJ>IP, TYPE I, PER STD. -1~1-L. CONSTRUCT P.C.C. CURB TYPE "C" PER STD.·183-L. CONSTRUCT P.C.C. SIDEWALK PER STD.-180-L. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. CONSTRUCT 4" THICK STAJ>IPED CONCRETE. CONSTRUCT 0.40' A.C. W/SEAL COAT OVER i-20' COMPACTED A. B. W/ PRIME COAT. SAWCUT EXISTING PAVING & REMOVE. CONSTRUCT 2:1 SLOPE. CONSTRUCT 0.25' A.C. COMPACTED A. B. W/PRHIE COAT. CONSTRUCT 2"x6" REDWOOD HEADER. OVER 0.67' CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, APPROACH BOTTOM=l8' PER STD.-163-L. CONSTRUCT ~OMMERCIAL DRIVEWAY APPROACH TYPE II, R=l5' ,W=24' PER STD.-161-L. CONSTRUCT 24" R.C.P.-STORM DRAIN. CONSTRUCT CURB INLET TYPE OL-A, 1=14' PER STD.- 305-L WITH LOCAL DEPRESSION PER STD.-304-L. CONSTRUCT CURB INLET TYPE OS PER STD.-306-L WITH LOCAL DEPRESSION PER STD.-:04-L. CONSTRUCT ou·rLET STRUCTURE PER DETAILS SHOWN ON SHEET NO. 5. ABANDON EXISTING 24" STORM DRAIN. PPOTE:T IN PLACE. @, • RHIOVE EX[STING A. C. & P. C. C. , BACKFILL WI TH SOIL. § @ @ @ @ @ ® @ @ @ @ @ ® ® ® @ @ @ BENCH MARK GRADE TO .i10IN NEW SIDEWALK. ~ELOCATE rrRAFFIC SIGN UNDER DIRECTION OF CITY TRAFFIC ENGINEER. CONSTRUCT NOSE FLARE PER N.B. STD.·107-L. CONSTRUCT CURB ACCESS RAMP, TYPE II, PER STD.-181-L. CONSTRUCT TAPER PER STD.-107-L. REMOVE AND SALVAGE. PAINT 12" WIDE SOLID WHITE STRIPE BY OTHERS. REMOVE Al\'D RELOCATE WOOD FENCE PER DIRECTION OF ENGINEER. REMOVE EXISTING CURB AND GUTTER. REMOVE EXISTING P.C.C. DRIVEWAY APPROACH. RHlOVE EXISTING A.C. PAVEMENT RHIOVE EXISTING CONCRETE SIDEWALK. REMOVE EXISTING TREE. REMOVE EXISTING CONCRETE PLANTER. RE"IOVE EXISTING CATCH BASIN. EXISTING A.C. PAVEMENT TO RH1AIN IN PLACE. _lNSTALL STREET LIGliT PER TRAFFIC SIGNAL PLAN, SHEET NO. 7. INSTALL STREET LIGHT STANDARD AND LUl!INAIRE TYPE II-F WITH \00 WATT, HIGH PRESSURE SODIUM VAPOR LAMP SEALED AND FILTERED, 240 VOLT AND PULL BQX PER CITY OF NEWPORT BEACH STD. DWG. NO. 20 -L FOR MULTIPLE (PARALLEL) CIRCUIT. EXISTING STREET LIGHT. EXISTING PRIVATE SYSTEM STREET LIGHT. ·' INSTALL 1·1/4" P.V.C. CONDUIT WITH 2-#8 CONDUCTORS AND #8 GROUND. "' • ..I.--" ;_:;/ fi·' Ii' . ALUMINUM CAP IN TOP OF HEADWALL. 0,9 MILES NORTH OF SAN JOAQUIN HILLS ROAD AND 52 FEET EAST OF MAC ARTHUR BOULEVARD ,r, -------------11 '~ ADJUSTED: 1970 ELEV: 165. 779 R-5372-S '' ,I ' I ' . ' ' ! ! ' ' ' ' ' ' i: i-"1 ·--,----c \. .. 11' II STA. 84400 VA'R.\'c::S II' '2.00 I , I ' I VA'R\'i::::S II' !~ ...... 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C714l 644-0563 , 1---\---+-----------------j-----j ' ,,P ,, • ' APPROVED 1J.rL, STREET CROSS SECTIONS 4u~WORKS DIRECTOR DRIVEWAY DETAIL ~ 1i .... --.J OAT '-( -;·~ ~ IZS06: ~ ~ , __ j__J_ ________ N _____ j_A_P-P'_Q_..go~ES~JG:::N::;EO;'::::::::::~DR~A:::W::N===l-~----------EA_C..:..H--.,G'.-=:-_5-=-3=7.::~=-:-s-::-I el DATE BY DESCRJPTJD r:c.-.,. c.<c>. CITY OF NEWPORT B REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET '2 0_F '7 F:C.~. Co'"W-78 ' ii . I I '! ,, 'l ( ' ' ~.........._ I i ' . ___ ../ _,. . -: -----. --- :·-------, oi c.i 0 013 <O 61 <il '1,. - I -±= . 11 .I I . --. . --; I : ---,---- -..... --. --. . -., . . ' : .. ,----t- ss CUR. VI= OA"TA TAS\..I= NO, A R "T L WO. A .oo' s \4° '2.1 1 ~Co" Gi4Co.041 <>, 8,0odoo• \'1Gol.G'1' 1'2.S.18' '24S.~c;,• 'o00.00' So.'1.4' Jm DlETERICH-POST 21119 .003 FILM --i-- • -· . : _____ : --- - : J -• -_: : l , .. ci di ----··; - ---- . ' \c:'e~4_21."T' II! 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' -' =1 --I :J ------. --. ---'" --· -· NEWPORT CENTER 358 San M,guel Dr,ve, Su,te 200 Newport Beach. Cal,forn,a 82660 (714) 644-0563 Co-'2.S-78 -• : .. - -· .. -· APPROVED PUBLIC WORKS DIRECTOR' R.E.NO /2-~ DAT" '-, _. ?-°?9 ••• < •• ----------<---------, ----• ---·· •---. -----+------------,---1-t--;---- ·•· -,-- STORM DRAIN PROFILE a OUTLET DETAILS \9 '-sl-'9 [l') ({) I -s:1-I.L 1---t---t-------------+----+=-===--,---c-c-,~~--------------,------~--t,<, DATE BY DESCRIPTION APP'D. DESIGNED DRAWN A ,.,_,:,::, -,,=-= V l".C.S. C.G. CITY OF NEWPORT BE CH =· ,;;;,,,;,, ,r;;;, -= REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT. SHEET !:, OF '7 1".C.S, G,-'2.t!,·78 I 8/n OIETERICH·POST 2111B .003 FILM > .. Y----J0\'4 CX\S\\\,J,G S"'TR'=:'=.\ L\G\.4.\ C\'ic.C\J\T. (~E::£=. 'S"'TR'=-'E:.\ \....\G\J,\\'4G. '?LA\-\, ~"te'E:.\ 8 OF" Y~, \...\,F-::.. 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