S-96-1.1-1.4HORIZONTAL 1 "s
VERTICAL 1 "s
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SEWER
4
COSTT. 3;7.59 L.F 15" V.C.P. SEWER
S =0.0020
4 3
17 +93.11 �L SUNFLOWER AVE.
_CONTRACT R'S SURVEYOR 10
I VERIFY 1571NG TIE•IN EU
HMbBRc-
CONSTRU Tlh1G SEWER
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4 LF — 8" VCP
STUB & PLUG
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
94 INSTALL PVC LINER & GAS FLAP IN EXISTING OCSD MANHOLE
PER OCSD STD. S -055
95 PROTECT IN PLACE EXISTING GAS LINE, SUPPORT IF REQUIRED.
101 REMOVE EXISTING 12" STUB.
102 COAT MANHOLE INTERIOR WITH SANCON COATING OR EQUAL PER
COSTA MESA SANITARY. DISTRICT SPECIFICATIONS.
103 CORE DRILL AND CONNECT W/ 15" SANITARY SEWER TO MATCH
SOFFIT OF TRUNK SEWER. REPAIR PVC LINING TO THE SATISFACTION
OF THE ORANGE COUNTY SANITATION DISTRICT INSPECTOR. ALL WORK
ON O.C.S.D. FACILITIES SHALL CONFORM TO THE DISTRICT'S
STANDARDS, PROCF002E6 AHO SAFETY REQUIRF_MFNTS.
104 BEDDING & BACKFILL SHALL BE PER COSTA MESA SANITARY
DISTRICT STD. DRAWING NO. G -112
BEDDING A: STANDARD REQUIREMENT
QBEDDING B: 3/4" CRUSHED GRAVEL >
BACKFILL: COSTA MESA STD. DRAWING NO. 813.
CSMD STANDARD SEWER NOTES
1 THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA
_ N MESA SANITARY DISTRICT.
2 CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE
\� \ 25 +03.80 SUSAN STREET :- Q DISTRICT ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK,
\ O. C. S. D. STA. 80 +52.08 TELEPHONE: (714) 631 -1731.
\� 3 ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT
CONTRACT No. 7-6 -1 SHALL BE CONSIDERED UNACCEPTABLE.
\ (16.62) SOFFIT 84" RCP INV. (9.62) 4 CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO
_ - - — ST,LT, — 7 s INVERT SANITATION, WORK
DEPARTMENT
FAIR DRIVE. OF STREETS
TELEPHONE: (7714)
15 3 VER 15" VCP
�\ T - --- - - - - -- O --------- - - - - -- ----------------- - - - - -- - -- - - - -- - — 754 -5323.
❑ H - -- - - -- -- ----------- - - - - -_ 5 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE
— _ — — - L GOVERNING AGENCY.
------- - - - - -- — —
REQUIRED BY THE LOCAL GOVE NIN
—12' S— _� - - - -- -- ---- - - - - -- -------- - - - - -- - -- - — — — — — -�- — — 6 CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD
S STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
!� 7 CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION
I l 12' w EX. 18" RCP JOINTS, FOR MAIN SEWER LINE. TYPE °D" JOINTS, BAND -SEAL OF
_ ONLY.
x.57 RCP '— 8 ALL LATERA
17�nn 2 — —-
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09-- 84' EX, CAT
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8' W
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ICI '" II
ICI II
II
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SUSAN STREET
SEE SHEET N0. 11
c:
EX. 18" RCP `
84.
3+-t36EX, CATV - - - - - --
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104 90 0 5 =0.06± 90 103 04 p o
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9
LS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
STAMP "S"
J
57" RCP
a
ON CURB AT SEWER LATERAL LOCATIONS.
U
10
SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT
Ln
11
PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS
_
00
SHALL BE LEFT 6" BELOW FINISHED GRADE. AFTER STREET SURFACING IS
—
--- --I
COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD.
94
DWG. No. S -105.
12
SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A-
1270, OR APPROVED EQUAL. COVER TO BE STAMPED "SEWER ".
^`
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13
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND
—
101 EX. 12"
STUB Q
14
COVERS HAVE BEEN RAISED TO GRADE.
IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN
"
�
IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED
_ PLUG'
�—
1�—
PER STD. DWG. No. S -110 —A OR S- 110 -6.
92 10
15
DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS
NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE.
—
— 4'T — — —
16
ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD.
DWG. No. S -112.
PLUG
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600 N. TUSTIN AVENUE n �?'ESS
SUITE 250 Ov" G
SANTA ANA CA. 92705 -3736
TEL. (714) 973 -2230 �P
FAX. (714) 973 -2263 r 044642
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ISSUE DATE: 8/44/95
'PLAN AW M40KZ FOR THE SEWER WRONEMENT8 ON SHEET
SUNFLOWER AVENUE -1 10
AT BUBAM VFW
OF 21 814EET8
CIIT�1�F�}�OOF COSTA MESA'
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31 O SEWER
w SEWER CONSTRUCTION NOTES
` 90 CONSTRUCT 15" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS. CONSTR
JO NTT. UCT 8" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
40 t 93 CONSTRUCT MANHOLE PER CMSD STD. N0. S -100
Q • GP �'
95 P ROTECT IN PLACE EXISTING GAS LINE, SUPPORT IF REOUIRED.
04 BEDDING & BACKFILL SHALL BE PER COSTA MESA SANITARY
DISTRICT STD. DRAWING NO. 5 -112
BEDDING A: STANDARD REQUIREMENT
BEDDING B: 3/4" CRUSHED GRAVEL
BACKFILL• COSTA MESA STD. DRAWING NO. 813.
GQ
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S =0.0020
S= 0.0020
s
COSTT. 131.01 L.F. - 1 S" V.C. SEWER.
CONST. 296.00 L.F. - 1 S" V.C.P. SEWER
ROFILE SCALE ,
OR120NTAL 1 "= 20'
9 g '�'�� ' "'L 2'
7 6 5
It
-"1 NORRIS- REPKE,IN
L./) Con"W tlnp Clvll EnpinNn and Land !
I� 600 N. TUSTIN AVENUE
I SUITE 250
SANTA ANA CA. 92705 -3736
TEL. (714) 973 -2230
FAX�, (714) 973 -2263
MNPALL 0, AERRY, RC[ 44642 nATP
cI IAI
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10
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AS- 6UILT: 1/9 /96
ISSUE DATE: SM4195
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QROf ESS�
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ORIN
` if
No. C44642 ae RM VA �� 70 �. '� AM
OF CAI�F� CITY OF COSTA MESA MAW
DErAffM T OF Q 88WIM
sus- sts.tiwc A 9401
_STREET
c gVFr
DATA
CURVE
DELTA
RADIUS
LENGTH
TANGENT
ICURVEI
DELTA
RADIUS
LENGTH
TANGENT
c1
180000'00"
2.00'
6.28'
C13
93'0713"
25.00'
40.63'
26.40'
C2
05'12'10"
885.00'
80.36'
40.21'
C14
8717'30"
25.00' 1
38.09'
23.85'
C3
05'04'29"
857.00'
75.90'
37.98'
C15
07054'41"
850.00'
117.37'
58.78'
C4
05'04'29"
853.00'
75.55
37.80'
C16
11'25'17"
850.00'
189.44'
85.00'
C5
04'47'28"
815.00'
68.15'
134.10.
CS
11'25'17"
815100'
162.46'
81.50'
C7
06'09'39"
843100'
90.85'
45.37'
C8
07'43'58"
857.00'
115.88'
57.92'
C9
11'25'17"
885.00'
176.42'
88.50'
C10
90'00'00"
35.00'
54.98'
35.00'
C11
179'59'44"
2.D0'
6.28'
61i
81ol�'89"
It
-"1 NORRIS- REPKE,IN
L./) Con"W tlnp Clvll EnpinNn and Land !
I� 600 N. TUSTIN AVENUE
I SUITE 250
SANTA ANA CA. 92705 -3736
TEL. (714) 973 -2230
FAX�, (714) 973 -2263
MNPALL 0, AERRY, RC[ 44642 nATP
cI IAI
SEE SHE
10
I
11
I
aIL �/ !
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AS- 6UILT: 1/9 /96
ISSUE DATE: SM4195
n"l-j"I n ra WE" Haim PLAN AND PROFILE FOR THE SEWER I ROVEwI�ENi's ON OT
QROf ESS�
�p
ORIN
` if
No. C44642 ae RM VA �� 70 �. '� AM
OF CAI�F� CITY OF COSTA MESA MAW
DErAffM T OF Q 88WIM
sus- sts.tiwc A 9401
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A
PLUG
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N
40
Z�
Z
14
PROP. F.S.
S =0.0020
.00 L.F. -IS"
13
STREET CURVE DATA
CURVE DELTA RADIUS LENGTH TANGENT
Cl 90'47'10" 25.00' 39.61' 25.35'
C2 180'00'00" 2.00' 6.28' STREET CURVE DATA
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
0616'08"
847.00'
92.67'
46.38'
C5
07 36 39 "
853.00
113.31
56.74
C10
87017'30"
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
2912'04"
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' 1
15.24'
7.62'
SEWER
EXIST. F.'.
:WER
AL 1 "- 20'
1"= 9,
12
0 SEWER
NORRIS- REP KE,INC.
L/) conaultlnq Civll Engineer§ and Lana 5
tn� 600 N. TUSTIN AVENUE
I� SUITE 250
SANTA ANA CA. 92705 -3736
TEL. (714) 973 -2230
FAX. (714) 973 -2263
aleck. � zr EMI fail
RANDALL 0. BERRY. RCE 44842 V narc
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QROVESSIO,p'�
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P` T RIOM STA SM79 TO CA 20+§0.00
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No. C44642 °
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CITY OF COSTA MESA
N QA F I SCRIPTION I JAPP DEPARTMENT OF ENQINEERINQ SERVICES
SUS- ST5.DWG
JN 5403
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90
CONSTRUCT
JOINTS.
CONSTRUCT
15" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
8" VCP EXTRA STRENGTH SEWER WITH COMPRESSION
JOINTS.
93
CONSTRUCT
MANHOLE PER CMSD STD. NO. S -100
104
BEDDING & BACKFILL SMALL BE PER COSTA MESA SANITARY
DISTRICT STD,
DRAWING NO. 5-112
w
BEDDING A:
STANDARD REQUIREMENT
BEDDING B:
3/4" CRUSHED GRAVEL
BACKFILL:
COSTA MESA STD. DRAWING' NO. 813.
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QROVESSIO,p'�
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No. C44642 °
eae: 3/31/98 OF 21 SHEETS
NUMM
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CITY OF COSTA MESA
N QA F I SCRIPTION I JAPP DEPARTMENT OF ENQINEERINQ SERVICES
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