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TWO WORKING DAYS BEFORE YOU DIG
L REVISIONS
I N0. I DATE I DESCRIPTION
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23RD STREET
CL INT
COSTA MESA SANITARY DISTRICT
DISTRICT ENGINEER
DATE
CONTRACTOR
APP.
DATE OF CONSTRUCTION
13 ��EXISTING 6" ACP WATER (>>.pz`�
- -
EXISTING 4" ACP WATER
ORANGE AVENUE
CONSTRUCTION NOTES (CONT.):
SURFACE IMPROVEMENTS
SAWCUT AND REMOVE EXISTING PAVEMENT.
D
SAWCUT AND REMOVE EXISTING CURB & GUTTER.
SQ__ AWCUT AND REMOVE EXISTING DRIVE APPROACH.
33
4 SAWCUT AND REMOVE EXISTING SIDEWALK.
Sa- REMOVE EXISTING AND RECONSTRUCT RESIDENTIAL
SIDEWALK FLARE PER CITY OF COSTA MESA
STANDARD DRAWING NO. 413 OVER 4" CMB.
REMOVE EXISTING AND CONSTRUCT TYPE C -6 CURB
& GUTTER PER CITY OF COSTA MESA STANDARD DRAWING
NO. 312 OVER 6" CMB. CONTRACTOR SHALL RECONSTRUCT
A MINIMUM OF 3'OF AC ADJACENT TO NEW GUTTER. THE
NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 6" AC
OVER 6" CMB. EXTEND CURB & GUTTER REMOVAL TO NEXT
JOINT IF LESS THAN 8' AWAY. PAINT CURB & GUTTER
RED TO MATCH EXISTING LIMITS.
7o- CONSTRUCT NEW RESIDENTIAL SIDEWALK PER CITY
OF COSTA MESA STANDARD DRAWING NO. 411 &
413 OVER 4" CMB.
BEG. END
DATE ACCEPTED BY CITY COUNCIL
LIC. # BENCHMARK
BENCH MARK NO.: CM -17 -70
ELEVATION: 74.616 NAVD88
DESCRIPTION: 58' SW OF THE CL OF 23RD ST.
21' NW OF THE CL OF SANTA ANA AVE., SET IN
THE SE CORNER OF A 4'x9.5'x9.5' CONCRETE
CATCH BASIN, LEVEL WITH THE CURB.
BASIS OF BEARING: GPS CONTROL STATION #6205 TO
GPS CONTROL STATION #6194 = N 24'41'33" E.
REVISION 1 PREPARED BY:
QROFESSIgy�
THE KEITH COMPANIES, INC.
((49Exp.. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 ��C i TE : 3-WW L 94 9Z No. 59808 09
��g' 15-- 04 f'� GIB CALVE \�
DALE A. WATSON RCE NO. saaw EXP. 12-31 -
PREPARED BY:
110 25911 Pinewood Lane
Laguna Hills, CA 92653
(949) 586 -5200
FAX (9491 586 -6987
ALAN R. SHORT, P.E.
MX 30873 EXP. 3 -31 -06
DESIGNED BY: AIRS
DRAWN BY: CA
CHECKED BY: AIRS
RECOMMENDED BY:
n»:ZeP/Xs7:1�
DATE
6/21/04
6/21/04
ERNESTO MUNOZ, CITY ENGINEER R.C.E. #47643
EXIS G 6" ACPi WATER --
NOTE: SEWER STATIONS ARE SHOWN AS
AND ARE INDEPENDENT OF STREET STATIONING.
SURFACE IMPROVEMENTS
CONSTRUCT RESIDENTIAL DRIVE APPROACH, TYPE 1,
PER CITY OF COSTA MESA STANDARD DRAWING NO. 513.
OVER 6" CMB AND MODIFIED PER DETAIL B/11 ON THIS
DRAWING TO COMPLY WITH A.D.A. REGULATI NS.
(X =4', W =SEE PLAN)
9o- REMOVE EXISTING AND CONSTRUCT TYPE II DRIVE APPROACH
PER CITY OF COSTA MESA STANDARD DRAWING NO. 514
OVER 6" CMB AND MODIFIED PER DETAIL A/11 ON THIS
DRAWING TO COMPLY WITH A.D.A. REGULATIONS.
(X =4', Y & W = SEE PLAN)
10 CONSTRUCT LOCAL DEPRESSION PER APWA
STANDARD DRAWING NO. 313 -1, CASE A,
AND DETAIL F/12.
11 INSTALL STREET NAME SIGN PER CITY OF COSTA
MESA STD. DRAWING NO. 712.
RELOCATE EXISTING POWER POLE.
10- REMOVE AND REPLACE PAVEMENT OVER WATER TRENCH
PER CITY OF COSTA MESA STD. DRAWING NO. 813.
NO SLURRY BACKFILL ALLOWED.
14 LANDSCAPE PARKWAY PER CITY OF COSTA MESA'S
STREETSCAPE AND MEDIAN DEVELOPMENT STANDARDS,
SECTION 3.0 "PUBLIC RIGHTS -OF -WAY AND PARKWAYS -
GENERAL CRITERIA ".
r D R Soy
30873
3 /31/06
0
m
�1
1. 12
00
o i ORANGE AVENUE
71 +14.02
0 =8+17.80
z "A" STREET
(91_ RESURFACE THE STREET PER THE FOLLOWING SLURRY CL INT
SEAL REQUIREMENTS:
1. THE CONTRACTOR SHALL RESTORE THE ROADWAY SURFACE WITHIN THE WORK LIMITS
BY SLURRY SEALING THE ENTIRE LANE(S) WHERE THE TRENCH IS LOCATED.
A.FOR TRENCHES PERPINDICULAR TO TRAFFIC LANES: THE SLURRY SEAL SHALL EXTEND
50 FEET ON BOTH SIDES OF THE TRENCH AND WILL INCLUDE THE ENTIRE TRAVEL LAME.
B.FOR TRENCHES PARALLEL TO TRAFFIC LANES AND FOR SMALL EXCAVATIONS: SLURRY
SEAL THE ENTIRE WIDTH OF THE TRAFFIC LANE FOR THE FULL LENGTH OF THE
TRENCH, BUT NOT LESS THAN 100'.
2. RESTORATION OF THE ROADWAY SHALL BE CONTINUOUS AND NO JOINTS WILL BE
ALLOWED. ALL ROADWAYS WITHIN THE WORK LIMITS WILL BE RESTORED IN ONE
OPERATION. THE CONTRACTOR SHALL NOT PROCEED WITH THE SLURRY SEALING
UNTIL DIRECTION IS GIVIN BY THE CITY ENGINEER.
3. ANY EXISTING IMPROVEMENTS DAMAGED BY THE CONTROACTOR SHALL BE REPLACED
AS DIRECTED BY THE CITY ENGINEER.
4. SLURRY SEAL SHALL CONFORM TO SECTIONS 203 AND 302 -4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL BE
QUICKSET EMULSION AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE II WITH 2%
LATEX ADDITIVE.
5. ALL WORK SHALL BE COMPLETED WITHIN 90 CALENDAR DAYS FROM ISSUANCE OF PERMIT.
F�IRWD CODE 4166
CITY OF COSTA MESA I SHEET NO.
DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION
ORANGE STREET IMPROVEMENT PLAN
P.E. SEAL -- � TENTATIVE TRACT NO. 16600
14 OF 16
PLAN
NUMBER