S-96-1.6Y
,
x
x
X
R
t�
T
L
C19
10.670
X
10.721
16.811
C20
0.610
180000'00'1
N/A
1.916
W
258.171
11'58'10"
27.065
53.934
C22
273.411
14'47'19"
35.482
70.570
C23
259.081
27' 21 '32"
63.059
123.712
C24
•
17' 51' 51 "
4.791
9.503
3
30.480
22'16'45"
6.002
11.852
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n 0.29X
t £ .
i OGA9.7MLT?OFCL
ISTEW'LY
- �--�—
W LY MEDIAE _ - - -- —
TA
3 +00 3 +20
SOUTH COAST DRIVE
SEE SHEET 7
3 +40
3 +60
U
ti
s
sr
a
I
;� 1 4 +00
W
45.
rt5,
9.
55%
4 +20
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• k
01.
CONSTRUCTION NOTES MASTER LIST
2 CONSTRUCT 255 mm AC OVER 320 mm CM8 OVER 350 mm OVEREXCAVATION AND
BACKFILL. (SOUTH COAST DRIVE AND SUSAN STREET WIDENING).
3 CONSTRUCT TYPE "C -8" CURB AND GUTTER PER CITY OF COSTA MESA STD 312
OVER 150 mm CMB.
4 CONSTRUCT TYPE "A -8" CURB PER CITY OF COSTA MESA STD 311.
5 CONSTRUCT PCC WHEELCHAIR RAMP PER CITY OF COSTA MESA STD 416 AND
PER DETAIL 5 ON SHEET 3 (102 mm PCC OVER 102 mm CMB)
6 CONSTRUCT 27.43 M PARABOLIC MEDIAN CURB TRANSISTION PER CITY OF
COSTA MESA STD 116.
7 CONSTRUCT PCC SIDEWALK PER CITY OF COSTA MESA STD 412 AND 414.
(102 mm PCC OVER 102 mm CMB).
8 CONSTRUCT MEDIAN 102 mm THICK PATTERN STAMPED CONCRETE (RED BRICK
PATTERN) OVER 102 mm SAND BASE WITH WEED KILLER OVER COMPACTED
SUBGRADE.
9 REMOVE INTERFERING PORTIONS OF EXISTING MEDIAN IMPROVEMENTS,
EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK, ETC.
11 CONSTRUCT 18.29 M PARABOLIC MEDIAN CURB TRANSISTION PER CITY OF
COSTA MESA STD 116.
13 REMOVE AND DISPOSE OF EXISTING IMPROVEMENTS. (TYPE SHOWN ON PLAN).
14 PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN).
15 RELOCATE FIRE HYDRANT PER MCWO STD 4.
16 INSTALL 150 mm PVC CLASS 150, C900 (WHITE).
22 RELOCATE BEHIND NEW CURB. CONDUIT AND PULL BOX SHALL BE PER SCE
APPROVED PLANS. CONTRACTOR TO COORDINATE WITH SCE.
(TYPE SHOWN ON PLAN).
22C RELOCATE ROUND FIBERGLASS ELCTROLIER, 9.14 M MOUNTING HEIGHT, 1.8 M
LUMINAIRE MASTARM, 150 HIPS FULL CUT -OFF LUMINAIRE.
23 CONSTRUCT TRENCH PER CITY OF COSTA MESA STD 813. NO SLURRY BACKFILL
ALLOWED FOR TRENCHES GREATER THAN 300 mm WIDE.
24 SAWCUT BEYOND EXIST/ PROPOSED EDGE OF PAVEMENT AND JOIN TO EXIST.
(DISTANCE SHOWN ON PLAN).
25 COLD PLANE EXISTING PAVEMENT A CONSTANT DEPTH OF 51 mm.
CONSTRUCT VARIABLE DEPTH AC OVERLAY TO FS (51 mm MIN).
30 CONSTRUCT 200 mm VCP EXTRA STRENGTH SEWER WITH COMPRESION JOINTS.
31 BEDDING AND BACKFILL SHALL BE PER COSTA MESA SANITARY DISTRICT STD S -112.
BEDDING Ao STANDARD REQUIREMENT
BEDDING Bs 20 mm CRUSHED GRAVEL
BACKFILLs COSTA MESA STD 813
STREET IMPROVEMENTS
® COLD PLANE
NOTE: `
SLURRY SEAL SOUTH COAST DRIVE
FROM STA 2 +22.50 TO 7 +12.50,
AND SUSAN STREET
FROM STA 3 +04.80 TO 4 +42.43.
CURVE DATA
NO
R
t�
T
L
C19
10.670
X
811
e/4
' LYE TC
l OD
OD
n 0.29X
t £ .
i OGA9.7MLT?OFCL
ISTEW'LY
- �--�—
W LY MEDIAE _ - - -- —
TA
3 +00 3 +20
SOUTH COAST DRIVE
SEE SHEET 7
3 +40
3 +60
U
ti
s
sr
a
I
;� 1 4 +00
W
45.
rt5,
9.
55%
4 +20
U [
H
r €
-�O. 40;
r
J
-d. 40T1 -- _f_ --€ ——
EXIST W'
4 +40
_ '1 —
• k
01.
CONSTRUCTION NOTES MASTER LIST
2 CONSTRUCT 255 mm AC OVER 320 mm CM8 OVER 350 mm OVEREXCAVATION AND
BACKFILL. (SOUTH COAST DRIVE AND SUSAN STREET WIDENING).
3 CONSTRUCT TYPE "C -8" CURB AND GUTTER PER CITY OF COSTA MESA STD 312
OVER 150 mm CMB.
4 CONSTRUCT TYPE "A -8" CURB PER CITY OF COSTA MESA STD 311.
5 CONSTRUCT PCC WHEELCHAIR RAMP PER CITY OF COSTA MESA STD 416 AND
PER DETAIL 5 ON SHEET 3 (102 mm PCC OVER 102 mm CMB)
6 CONSTRUCT 27.43 M PARABOLIC MEDIAN CURB TRANSISTION PER CITY OF
COSTA MESA STD 116.
7 CONSTRUCT PCC SIDEWALK PER CITY OF COSTA MESA STD 412 AND 414.
(102 mm PCC OVER 102 mm CMB).
8 CONSTRUCT MEDIAN 102 mm THICK PATTERN STAMPED CONCRETE (RED BRICK
PATTERN) OVER 102 mm SAND BASE WITH WEED KILLER OVER COMPACTED
SUBGRADE.
9 REMOVE INTERFERING PORTIONS OF EXISTING MEDIAN IMPROVEMENTS,
EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK, ETC.
11 CONSTRUCT 18.29 M PARABOLIC MEDIAN CURB TRANSISTION PER CITY OF
COSTA MESA STD 116.
13 REMOVE AND DISPOSE OF EXISTING IMPROVEMENTS. (TYPE SHOWN ON PLAN).
14 PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN).
15 RELOCATE FIRE HYDRANT PER MCWO STD 4.
16 INSTALL 150 mm PVC CLASS 150, C900 (WHITE).
22 RELOCATE BEHIND NEW CURB. CONDUIT AND PULL BOX SHALL BE PER SCE
APPROVED PLANS. CONTRACTOR TO COORDINATE WITH SCE.
(TYPE SHOWN ON PLAN).
22C RELOCATE ROUND FIBERGLASS ELCTROLIER, 9.14 M MOUNTING HEIGHT, 1.8 M
LUMINAIRE MASTARM, 150 HIPS FULL CUT -OFF LUMINAIRE.
23 CONSTRUCT TRENCH PER CITY OF COSTA MESA STD 813. NO SLURRY BACKFILL
ALLOWED FOR TRENCHES GREATER THAN 300 mm WIDE.
24 SAWCUT BEYOND EXIST/ PROPOSED EDGE OF PAVEMENT AND JOIN TO EXIST.
(DISTANCE SHOWN ON PLAN).
25 COLD PLANE EXISTING PAVEMENT A CONSTANT DEPTH OF 51 mm.
CONSTRUCT VARIABLE DEPTH AC OVERLAY TO FS (51 mm MIN).
30 CONSTRUCT 200 mm VCP EXTRA STRENGTH SEWER WITH COMPRESION JOINTS.
31 BEDDING AND BACKFILL SHALL BE PER COSTA MESA SANITARY DISTRICT STD S -112.
BEDDING Ao STANDARD REQUIREMENT
BEDDING Bs 20 mm CRUSHED GRAVEL
BACKFILLs COSTA MESA STD 813
STREET IMPROVEMENTS
® COLD PLANE
NOTE: `
SLURRY SEAL SOUTH COAST DRIVE
FROM STA 2 +22.50 TO 7 +12.50,
AND SUSAN STREET
FROM STA 3 +04.80 TO 4 +42.43.
CURVE DATA
NO
R
A
T
L
C19
10.670
90'16'25"
10.721
16.811
C20
0.610
180000'00'1
N/A
1.916
C21
258.171
11'58'10"
27.065
53.934
C22
273.411
14'47'19"
35.482
70.570
C23
259.081
27' 21 '32"
63.059
123.712
C24
30.480
17' 51' 51 "
4.791
9.503
C25
30.480
22'16'45"
6.002
11.852
CITY OF COSTA MEEE' A
Public Services Dept/
Erxjneerin0 Division Appxow
For OnpiDyAnl9t$6 IOCaMd wttld i W* 6grit
Of way a aubk eaewa ts, an vvwd* r4
SOUTH COAST DRIVE pw"I to the start .
SEE SHEET 7
AODlvwd by Deto
AS BUILT DRAWINGS
Date Completed: 06/06/03
Proiect Number: PA -99-34
SEOUEIRA INFRASTRUCTURE ASSOCIATES
4 TECHNOLOGY DRIVE, SUITE 150 t*OFESSlpN
IRVINE, (9 CA 92618 yp�po'4 �p ! f`! ��c O
TEL (949) 753 -5163
FAX (949) 753 -5164 z
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MD. C 56063
* Exp. 6 -30 -03 w
CIVIL
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PLAN AND PROFILE
SUSAN STREET/ SOUTH COAST DRIVE
CITY OF COSTA MESA
DESCRIPTION 1APP1 DEPARTMENT OF ENGINEERING SERVICES
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