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LOCAL DEPRESSION PER STD. 304-L.
REINFORCEMENT:
TOP SLAB-AS REQUIRED ON THE STRUCTURAL
REQUIRED BY STD. DWC. NO. 305-L.
STEPS: (STANDARD DRAWING NO. 404-L.)
DIMENSIONS: CURB FACE AT THE CATCH
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SECTION A-A CASE A F~1/ ,4"..::-~~ac:>
LOS ANGELES COUNTY FLOOD CONTROL
CATCH BASIN NO. 9 DWC NO. 2-D471
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GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE
REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1985
EDITION AND SUPPLEMENTS.
2. STATIONING REFERS TO CENTERLINE OF STREET.
3. 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
OF THE NEW FACILITIES.
4,
s.
6.
7.
8.
9.
10.
11.
CURB DATA REFERS TO FACE OF CURB.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND WALKS.
ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS
AND DRIVEWAYS.
PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION
OF ROUGH GRADING.
SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO
FINISH GRADE AFTER PAVEMENT IS IN PLACE.
SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN
THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 644-3311
AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR
CURB & CUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE
ITS COMPATIBILITY WITH EXISTING CONSTRUCTION.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN [SJ FEET IN DEPTH
SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE
GROUND, OR C'THER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS
THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION
INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
12. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NO. 11 ABOVE FROM CAL/OSHA.
13. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF
NEWPORT BEACH STD. 106-L.
14. THE CONTRACTORS SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS
IN ADVANCE OF PERFORMING ANY WORK. (644-3311)
15. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE
WITH CITY OF NEWPORT BEACH STD-510-L.
16. ALL CONCRETE SHALL BE 560-C-3250.
17. A MINIMUM 6' WIDE PAVED WALKWAY SHALL BE PROVIDED TO ALLOW BICYCLISTS
AND PEDESTRIANS TO CROSS THROUGH THE AREA AT ALL TIMES.
18. AN ENCROACHMENT PERMIT FROM CAL TRANS IS REQUIRED FOR ALL WORK
WITHIN THE WEST COAST HIGHWAY RIGHT-OF-WAY.
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C IT Y OF
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VICTORIA
PROJECT
LOCATION
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VICINITY MAP
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CRAPI-IIC SCAU IN ""HES
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ST
LEGEND
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FIRE HYDRANT
MAN HOLE
POWER POLE -----£--ELECTRICAL ---!,-SEWER
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SEWER FORCE MAIN
GAS
WATER
STEEL CULVERT
BOX CULVERT
STREET LICHT
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BENCHMARK EMERGENCY TELELPHONE NUMBERS
BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER
OF A 5' BY S' CATCH BASIN, APPROXIMATELY 185' EAST OF
THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING
PACIFIC COAST HIGHWAY; 43' NORTHEAST OF LIGHT POLE
MARKED E-34 AND 60' SOUTHEAST OF LICHT POLE MARKED
E-33; APPROXIMATELY 70' SOUTH OF CENTERLINE OF PACIFIC
COAST HIGHWAY, 1' HIGHER THAN THE HIGHWAY. ELE,=9.298 •
1. DATUM
ELEVATIONS SHOWN ARE IN FEET ABOVE U.S.C. & C.S. MEAN SEA
LEVEL O.C.S. DATUM
' 2. SPECIFICATIONS NOTES
ALL CONSTRUCTION DETAILED ON THESE PLANS SHALL BE PERFORMED
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (1985 EDITION) EXCEPT AS MODIFIED BY THE
CITY'S STANDARD DRAWINGS AND SPECIAL PROVISIONS AND THIS
CONTRACT'S SPECIAL PROVISIONS.
SOUTHERN CALIFORNIA GAS COMf>ANY
SOUTHERN CALIFORNIA EDISON
CITY OF NEWPORT BEACH (SEWER & WATER)
COUNTY SANITATION DISTRICTS
CROUP W CABLE
COMMUNITY CABLEVISION
I UNDERGROUND SERVICE ALERT
• PACIFIC TELEPHONE COMPANY
DATE BY DESCRIPTION
REVISIONS
714-634-3128
714-835-5200
714-6'14-3011
714-962-2411 (EXT. 241)
714-642-3260
714-720-2028
1-800-422-4133
7111-966-6287
APP"O. DESIGNED MAA
CHECKED
. BS
DRAWN MM
DATE
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ENGINEER OF WORK
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R RDS ROE
MY REGISTRA ION EXPIRES 3-31-88
SOWARDS ENGINEERING, INC.
CONSULTING ENGINEERS
527 N. HWY 101 • SOLANA BEACH, CA 92075 • (619) 481-7818
STREET IMPROVEMENT PLAN
WEST COAST HIGHWAY . .
WEST OF RIVERSIDE AVENUE
. CITY OF JJE\'JPORl BEACH 'ESl/8. 779
• • PUBLIC WORKS DEPARTMENT SHEET 1 OF 2·
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TYPICAL CROSS-SECTION NO SCALE
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CONSTRUCTION NOTES CD~~ Ofi!1\JeWAY A~N f'6R C.ITY~. lbh.-cL_WITH W=~e.~,X=5', Y=lo' -
CON$-rnt..!C.T" TYr7t:; 1½11 Plt.-l'.LIRB l, tiUTTEf2 (./3,11) 0: ~ t.lTY ~'TD. I 132.-L ' f'j?o.11DE: FLIJ..L Di:f"n.l A.t.. !311 MJ/J
fZ&LDCAl'S f.1-1. ~ ~TD. SOO-L.
l0~11Wer PU. ~1D6WAlJ!. ~ ~-ro. 180-L
CON.ST/ct/CT CATCH 8ASIN Pelc CITY $TO. 305 -L..
L =8', /.I= 3 1-f-
(:j) 1N~1ALL Ju~oN eoJC 1111m MAIJHOLE peiz. ~TD-owto,. s10-L
/,>,/STAL.L IS" 0/A. P. V. C.
t:ac/¢mu:-r 7Yn "4" ~ aw.:, 4 'f~ ~ ~ /.t:7Z-L. 3/ W#l#as ?P~r.4C-t'!=.
ENGINEER OF WORK ~~~-~ 'l-/-ztG/a7 RERT S7:RDS RCE264O4
MY REGISTRATION EXPIRES 3-31-ee
SOWARDS ENGINEERING, INC.
CONSULTING ENGINEERS
527 N. HWY 101 • SOLANA BEACH, CA 92075 • (619) 481-7818
.._._9LL/,'1h='8c..+7R._.::_~-Fl6=' '-A_S_8_U._1/L_T_P.'._:Z._A_'N _____ ir~~w.fil;•t&, STREET IMPROVEMENT PLAN
'-+-+------+---l~-~=,NSJ~~~;i~i>~~/Dr..85-~-~:-t.;_ WES'1 COAST HIGH\A/AV . BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER I ~" ,--'f;/i VV/-'\ I
oF As• BY s• CATCH BASIN. APPROXIMATELY 1ss• EAST oF i--+---+-----------+---1DAr· 11 (lflr, '(Jf/<Jt,0, WEST OF RIVERSIDE A\JENUE
THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING L_J _ _j _________ ~ __ j__~~·-~(l;,/'~~.;r::~1.~1~/1~.,~'"'f~tv~,~..:::~~~~~-==~~'...=~M~.V~~~=--~ PACIFIC COAST HIGHWAY; 43' NORTHEAST OF LIGHT POLE •
MARKED E-34 AND 60' SOUTHEAST OF LIGHT POLE MARKED DATE BY DESCRIPTION APP'D. DESIGNED DRAWN
E-33; APPROXIMATELY 70' SOUTH OF CENTERLINE OF PACIFIC MAA MAA
COAST HIGHWAY, 1' HIGHER THAN THE HIGHWAY, ELE,=9.298 -REVISIONS CHE~ED 0g~s-~ CITY OF NEVJPORT BEACH
PUBLIC WORKS DEPARTMENT
/<G"St./$. 779
SHEET 2 OF 2_
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