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CITY OF
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CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
Responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
EMERGENCY TELEPHONE NUMBERS . DAY NIGHT
SOUTHERN CALIFORNIA GAS COMPANY (800)-624-8153 (800)-·624-8153
SOUTHERN CALIFORNIA EDISON COMPANY (800)-611-1911 (800)-611-1911
SBC-PACIFIC BELL 611 611
CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) (949)-644-3011 (949)--644-3717
ORANGE COUNTY SANITATION DISTIRICT (714)-962-2411
ADELPHIA (714)-542-6222 (714)-644-6222
UNDERGROUND SERVICE ALERT (800)-422-4133 (800)-422-4133
MCWD (949)-574-1000 (949)·-631-1200
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PUBLIC WORKS DEPARTMENT
BAYSIDE DRIVE PARK WALKWAY REPLACEMENT
C-3866
R.C.E. NO. 36106
DA TE: _____.:.~.f-4-L✓,,-Vc_o_JLc___
APPROVED:
R.C.E. N0.19111
DATE: ,,. ~ Z£t.Jl
• APPROVAL RECOMMENDED
.~{~
iiNERKL SERVlCES DIRECTOR
DATE '7-"7-<>t-
SCALE: 1" = 50'
1.
2.
3.
4.
GENERAL NOTES
ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE,
EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS,
OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR; •
DIMENSION, AND FINISH TO -ADJOINING IMPROVEMENTS.
P.C.C. SHALL BE CLASS 560-C-3250. TYPE V
CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY
MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO
FINISHED GRADE. OTHER UTILITIES (EDISON, AT&T, TIME WARNER) SHALL BE
ADJUSTED TO GRADE BY OTHERS.
5. PROPOSED PAVEMENT AND CURB SHALL JOIN AND MATCH LINE AND GRADE OF
EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE.
6. LINE AND GRADE SHALL BE MATCHED WITH EXISTING. CONTRACTOR TO REFER TO
DRAWING P-5083-S FOR UTILITIES INFORMATION, AND CURVE DATA; NOTIFY
ENGINEER ANY DISCREPANCIES.
7. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN DRAWING P-5083-S AS PER
AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING
CONSTRUCTION.
8. CONTRACTOR TO NOTIFY ENGINEER TO VERIFY FORMING & STAKING PRIOR TO
POUR CONCRETE.
9. CONTRACTOR SHALL PROVIDE MEANS AND PERSONNEL TO PROTECT WORK AREA
FROM VANDALISM DURING CONSTRUCTION.
10. CONTRACTOR TO PROTECT EXISTING TURF, PLANTS, TREES AND IRRIGATION
SYSTEM. ANY DAMAGED AREAS SHALL BE REPAIRED TO THE SATISFACTON OF
GENERAL SERVICES.
11. STORING OF EQUIPMENTS OR MATERIALS IS NOT ALLOWED IN THE PARK.
12. CONTRACTOR TO CLOSE ALL ACCESS TO THE WORK AREA AS NEEDED TO PROVIDE
SAFETY TO THE PUBLIC.
13. THREE DAYS PRIOR TO CONSTRUCTION, CONTACT RANDY KEARNS, PARK MAINT.
SUPERVISOR ((949) 644-3082) TO MARK ALL IRRIGATION HEADS, BOXES, ETC.
14. GRADE EDGES ABUTTING FINISHED WALK FOR SMOOTH TRANSISTION TO WALKWAY.
RESOD GRADED AREAS WITH MARATHON II TALL FESCUE.
CONSTRUCTION LEGEND:
~ REMOVE EXISTING AC WALKWAY AND CONSTRUCT 6-INCH PCC WALKWAY PER DETAIL HEREON.
-REMOVE AC CURB AND CONSTRUCT 6-INCH TYPE-8 PCC CURB PER CITY STANDARD ST0-182-L
\~ REMOVE AND REPLACE EXISTING MARKER
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6-INCH TYPE-B CURB
AS OCCURS ON PLAN
8'
(TYP)
~6-INCH PCC WALK WITH 2%
l J SLOPE TO DOWNHILL SIDE OF
LY . " . ·V • ·"
MIN. SIDE
WALK
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~ EXIST. AC PAVING TO BE REMOVED
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SCALE: 1" = 50'
TYPICAL CROSS-SECTION
N.T.S.
RADIAL POINT (TYP)
PCC WALKWAY
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