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NORRIS- REPKE,INC.
LCon"ultinq Civil Engineer" and Land S
A 600 N. TUSTIN AVENUE
I SUITE 250
SANTA ANA CA. 92705 -3736
TEL (714) 973 -2230
FAX. (714) 973 -2263
RANDALL G. BERRY, RCE 446421V DATE
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N1. C44642 /I/I
. 3/31/98
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I 1 1-31.95 1 RE1I5ED PIPE CURVE -DATA I 1
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A 18'
SEWER CONSTRUCTION NOTES
90 CONSTRUCT 15" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
92 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
93 CONSTRUCT MANHOLE PER CMSD STD. NO. S -100
04 BEDDING do BACKFILL SHALL BE PER COSTA MESA SANITARY
DISTRICT STD. DRAWING NO. 5 -112 1
BEDDING A: STANDARD REQUIREMENT
BEDDING 8: 314" CRUSHED GRAVEL
BACKFILL: COSTA MESA STD. DRAWING NO. 813.
I
AS- 6U I LT , I / 9 / 96
ISSUE DATE: 8/14/95
PLAN AND PROFILE FOR THE SEWER IMPROVEIu NM ON SET
SWAN STREET 12
RAOM WA. Sf,%M TO OTA ZOF6M
OF 0 SHEET'S
CITY OF COSTA MESA
DEPARTMeir OF B4094ESWO SERIVKM8
SUS- ST5.DWG
JN 5403
STREET
CURVE
RADIUS
25.00'
2.00'
DATA
LENGTH
39.61'
6.28'
TANGENT
25.35'
STREET
CURVE
DATA
1RVE
DELTA
Cl
90'47'10"
C2
180'00'00"
C3
89'05'40"
25.00'
38.87'
24.61'
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C4
28'54'31"
815.00'
411.21'
210.08'
C9
06016'08"
847.00'
92.67'
46.38'
C5
07'36'39"
853.00'
113.31'
56.74'
C10
87'17'30"
25.00'
38.09'
23.85'
C6
18'48'52"
857.00'
281.41'
141.99'
C11
93'07'13"
25.00'
40.63'
26.40'
C7
29'12'04"
885.00'
451.04'
230.53'
C12
32'09'03"
850.00'
477.00'
245.00'
C8
17'28'21"
843.00'
257.07'
129.54'
C13
01'01'38"
850.00'
15.24'
7.62'
L.F. -19' V.C.P
�1
• 20'
• 2,
12
NORRIS- REPKE,INC.
LCon"ultinq Civil Engineer" and Land S
A 600 N. TUSTIN AVENUE
I SUITE 250
SANTA ANA CA. 92705 -3736
TEL (714) 973 -2230
FAX. (714) 973 -2263
RANDALL G. BERRY, RCE 446421V DATE
QKU� waiV�.�l
.pP c
s
N1. C44642 /I/I
. 3/31/98
»i
11
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V)
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U)
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W
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J
S- 0.0020
10
I 1 1-31.95 1 RE1I5ED PIPE CURVE -DATA I 1
r ,I;
O
V
B'
A 18'
SEWER CONSTRUCTION NOTES
90 CONSTRUCT 15" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
92 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
93 CONSTRUCT MANHOLE PER CMSD STD. NO. S -100
04 BEDDING do BACKFILL SHALL BE PER COSTA MESA SANITARY
DISTRICT STD. DRAWING NO. 5 -112 1
BEDDING A: STANDARD REQUIREMENT
BEDDING 8: 314" CRUSHED GRAVEL
BACKFILL: COSTA MESA STD. DRAWING NO. 813.
I
AS- 6U I LT , I / 9 / 96
ISSUE DATE: 8/14/95
PLAN AND PROFILE FOR THE SEWER IMPROVEIu NM ON SET
SWAN STREET 12
RAOM WA. Sf,%M TO OTA ZOF6M
OF 0 SHEET'S
CITY OF COSTA MESA
DEPARTMeir OF B4094ESWO SERIVKM8
SUS- ST5.DWG
JN 5403