S-83.2.1I?
z
t
fl
00
I
vAW A-
Ar'
2
/1�t4saco _��
AW.10W LAt/E
40195774" ,
A0'aa0w.!W
�.i,essEest/T
yJ�
E
% 1�
b�l
:.1
i
j�t/TT.tPE
dF .moo
�.wnav
.5f[� /ltrT�+ts
1A*M4 ZA*+7-ffis;')
-FR`awc 4WA*.e9=4&ZA00W
C":T% 7A°si: .16� muaarr I
tie rrN. /9R*02UQfO .Tle:!•.y Lid " /,t/
E
C
f'
--r -t- ,
R
,r,• o
a
4
rI
r.19
-i -- -.110
1
1. The sewer system shall conform to the standards of the Costa Mesa Sanitary District.
2. Contractor shall request inspection from the office of the District Engineer 48 hours prior to commencement of work
(Telephone (714) 631 -1731) wrritia orcyrgicr .w r5-- a- -AAr.
3. Any work performed without inspection from the District shall be considered unacceptable.
4. Contractor shall obtain C.M.S.D. sewer permit prior to commencement of work from the Department of Streets and
Sanitation, City of Costa Mesa, 77 Fair Drive. Telephone (714) 754 -5323.
S. Contractor shall obtain all necessary permits that may be required by the local governing agency.
6. Contractor to have a copy of approved sewer plan and C.M.S.D. Standard Plans and Specifications on job site at all
times.
7. Clay pipe joints shall be Type "G" mechanical compression joints for main line sewer. Type "D" joints, Band -Seal or
approved equal, are approved for laterals and repair work only.
8. All laterals shall be placed prior to surfacing of streets.
9. Sewer main shall be air or water tested meeting District Engineer's approval.
10. Prior to asphalt concrete paving, manhole frames and covers shall be left 6" below finish grade. After street surfacing
is completed, frames and covers shall be raised to grade per Std. Dwg. No. S -105.
11. Sewer manhole frame and cover shall be Alhambra Foundry A -1270, or approved equal. Cover to be stamped 'SEWER'.
12. Sewer main shall be balled after all manhole frames and covers have been raised to grade.
13. PVC pipe may be used only with prior approval from the District Engineer.
/4, d=&7200e_r C JCL .,10,1L rACZ 7A3644=4&-_1-5 ~7?E/ 'ate /0M7AWMWG rA^eAtl 0J10)
,IS .•a�+�air� aV ;vrc .3a2rs 40t/dW4rwai w
10. j:k2&7d :MC _mWwCL oZ4' ,4t O z2X, a'Q0' 771EZ- Gl- Ae -4k2b0 .4MV"VW_7- 42X&W1E7� av
*qeZ �rvrls+s_ /i4l �t/l J5lRL AW AWF -OW-4 .stt> -Me--'S A
2 (,cwt/ ,Mra*k-) Stt3P1'7- 7AOV- 7fi!< f;�itf�bliC/T ��!/GL� "i ce
.A/ aW 7AW- A4 T tA=!V 7A01K1 .1*5* AQW- 477/M- G7�N�?�V is c1�R+it ito
-PM~ lSWWA/ Qy jWAA1 Q "AN6. SO&Z AA AL,4CEG 6MfAef4 7A F i ".L AMN Hff* ..
A" i1f4LL iE 4=44434fl=
Q�C/S7�GCT /.tit/ its A•yo jg;L= � 4:3�4W 917745
/ Z f ?
0-c=jGdrT4fV -xx; AW -OC /.a CWW /i! C7-W_-X,0 -W T ZVdW AoV S t!0 .15� 4604 �
v'f
`• C 7
- cnc�ar. �� s-c! -WA* are .?93 LF I
74P it'/s'T. .51GK4ME' 4=k , T L Ems!
"ca / -ZOOM s Ca477AAW -
i�- T. G" 4ilP .MOV61C ,C147ZA. AgZ-/O GF
_
0- CDU99T Ao-, P /.Aw r4=49 r ASO) ^VXV. V7-A'>4PGV%7�1/�/G�'/S Gzi477.t.(5 �ZLf �
- AWACAF , GLW*wAGT dV0AJ% ~ OAPOWN A07W Ar /6r a&r / / .44 Lf
91Gat�'Ti"'It'JMaF /�C�'ALJ[O. 3�a LMIM .t.12 3 -i-r�D �(b �YLE'f / EA
-
lt/OT�s
1. UNDERGROUND- UTILITIES SHOWN HEREON ARE BASED UPON PLANS SUPPLIED BY THE CLIENT.
2. COORDINATES SHOWN HEREON ARE BASED UPON THE CENTERLINE INTERSECTION OF SUNFLOWER AVENUE
<_"
OF BRISTOL STREET BEING NORTH. '
3. BENCH MARK #F1
® �
COSTA MESA BENCH MARK #197 -- CHISELED IN THE CENTER OF THE NORTHEAST CURB
RETURN AT THE INTERSECTION OF ANTON BOULEVARD AND BRISTOL STREET. ELEVATION = 32.48.
NOTE: THIS BENCH MARK WAS DESTROYED IN 1982.
TENCH MARK #2
COSTA MESA BENCH MARK SO. SUNFLOWER 2, NO. 185., CHISELED �Q'I IN THE CENTER OF THE
SOUTHEAST CURB RETURN AT THE INTERSECTION OF SUNFLOWER AVENUE AND THE EASTERLY
DRIVEWAY ENTRANCE TO SEARS. ELEVATION = 33.47 (ESTABLISHED USING B.M. 01.)
(NOTE FOR REFERENCE PURPOSES ONLY - CITY DATUM = 33.65 ELEV.)
NOTE: TO CONVERT TO ORANGE COUNTY DATUM SUBTRACT 0.70' FROM ALL ELEVATIONS SHOWN HEREON.
•I 7Xdc es Rae zMQmdVe auc% .rt orA"e 47etfQT /ctc/
,cs' AMCW &%"_V.
_
-
I?
z
t
fl
00
I
vAW A-
Ar'
2
/1�t4saco _��
AW.10W LAt/E
40195774" ,
A0'aa0w.!W
�.i,essEest/T
yJ�
E
% 1�
b�l
:.1
i
j�t/TT.tPE
dF .moo
�.wnav
.5f[� /ltrT�+ts
1A*M4 ZA*+7-ffis;')
-FR`awc 4WA*.e9=4&ZA00W
C":T% 7A°si: .16� muaarr I
tie rrN. /9R*02UQfO .Tle:!•.y Lid " /,t/
E
C
f'
--r -t- ,
R
,r,• o
a
4
rI
r.19
-i -- -.110
1
1. The sewer system shall conform to the standards of the Costa Mesa Sanitary District.
2. Contractor shall request inspection from the office of the District Engineer 48 hours prior to commencement of work
(Telephone (714) 631 -1731) wrritia orcyrgicr .w r5-- a- -AAr.
3. Any work performed without inspection from the District shall be considered unacceptable.
4. Contractor shall obtain C.M.S.D. sewer permit prior to commencement of work from the Department of Streets and
Sanitation, City of Costa Mesa, 77 Fair Drive. Telephone (714) 754 -5323.
S. Contractor shall obtain all necessary permits that may be required by the local governing agency.
6. Contractor to have a copy of approved sewer plan and C.M.S.D. Standard Plans and Specifications on job site at all
times.
7. Clay pipe joints shall be Type "G" mechanical compression joints for main line sewer. Type "D" joints, Band -Seal or
approved equal, are approved for laterals and repair work only.
8. All laterals shall be placed prior to surfacing of streets.
9. Sewer main shall be air or water tested meeting District Engineer's approval.
10. Prior to asphalt concrete paving, manhole frames and covers shall be left 6" below finish grade. After street surfacing
is completed, frames and covers shall be raised to grade per Std. Dwg. No. S -105.
11. Sewer manhole frame and cover shall be Alhambra Foundry A -1270, or approved equal. Cover to be stamped 'SEWER'.
12. Sewer main shall be balled after all manhole frames and covers have been raised to grade.
13. PVC pipe may be used only with prior approval from the District Engineer.
/4, d=&7200e_r C JCL .,10,1L rACZ 7A3644=4&-_1-5 ~7?E/ 'ate /0M7AWMWG rA^eAtl 0J10)
,IS .•a�+�air� aV ;vrc .3a2rs 40t/dW4rwai w
10. j:k2&7d :MC _mWwCL oZ4' ,4t O z2X, a'Q0' 771EZ- Gl- Ae -4k2b0 .4MV"VW_7- 42X&W1E7� av
*qeZ �rvrls+s_ /i4l �t/l J5lRL AW AWF -OW-4 .stt> -Me--'S A
2 (,cwt/ ,Mra*k-) Stt3P1'7- 7AOV- 7fi!< f;�itf�bliC/T ��!/GL� "i ce
.A/ aW 7AW- A4 T tA=!V 7A01K1 .1*5* AQW- 477/M- G7�N�?�V is c1�R+it ito
-PM~ lSWWA/ Qy jWAA1 Q "AN6. SO&Z AA AL,4CEG 6MfAef4 7A F i ".L AMN Hff* ..
A" i1f4LL iE 4=44434fl=
Ci2S'lA .�c"9p .SO(�IriiFf /lic'3T.a''J.'
- � • i���� 10 6183
QO/7�/e'TfAt�cMiie OIJt�
PRIVATE SEWER LATERAL PLAN' C41me 2:
NORDSTROM BUILDING SITE
SOUTH COAST PLAZA
!COSTA MESA
f.41i�c0 GIClGKP �Gf�1°i� /PLC/ Cif °�� ° MILtr
VAIJAMSON%iot DIIIIIIIIIIIIIIII By OF
CONSULTING CIVIL ENGINEERS AND L A N D S U R V E Y O R S Ar. "e
(714) !4 2M c� w
171st atr rAlr< aaxFVAac • tIVNE, cAlaioawA lt714 • aMEM
Q�C/S7�GCT /.tit/ its A•yo jg;L= � 4:3�4W 917745
/ Z f ?
0-c=jGdrT4fV -xx; AW -OC /.a CWW /i! C7-W_-X,0 -W T ZVdW AoV S t!0 .15� 4604 �
v'f
`• C 7
- cnc�ar. �� s-c! -WA* are .?93 LF I
74P it'/s'T. .51GK4ME' 4=k , T L Ems!
"ca / -ZOOM s Ca477AAW -
i�- T. G" 4ilP .MOV61C ,C147ZA. AgZ-/O GF
_
0- CDU99T Ao-, P /.Aw r4=49 r ASO) ^VXV. V7-A'>4PGV%7�1/�/G�'/S Gzi477.t.(5 �ZLf �
- AWACAF , GLW*wAGT dV0AJ% ~ OAPOWN A07W Ar /6r a&r / / .44 Lf
91Gat�'Ti"'It'JMaF /�C�'ALJ[O. 3�a LMIM .t.12 3 -i-r�D �(b �YLE'f / EA
-
lt/OT�s
1. UNDERGROUND- UTILITIES SHOWN HEREON ARE BASED UPON PLANS SUPPLIED BY THE CLIENT.
2. COORDINATES SHOWN HEREON ARE BASED UPON THE CENTERLINE INTERSECTION OF SUNFLOWER AVENUE
AND BRISTOL STREET BEING NORTH 5000.00 AND EAST 5000.00. AND THE BEARING ON THE CENTERLINE
OF BRISTOL STREET BEING NORTH. '
3. BENCH MARK #F1
® �
COSTA MESA BENCH MARK #197 -- CHISELED IN THE CENTER OF THE NORTHEAST CURB
RETURN AT THE INTERSECTION OF ANTON BOULEVARD AND BRISTOL STREET. ELEVATION = 32.48.
NOTE: THIS BENCH MARK WAS DESTROYED IN 1982.
TENCH MARK #2
COSTA MESA BENCH MARK SO. SUNFLOWER 2, NO. 185., CHISELED �Q'I IN THE CENTER OF THE
SOUTHEAST CURB RETURN AT THE INTERSECTION OF SUNFLOWER AVENUE AND THE EASTERLY
DRIVEWAY ENTRANCE TO SEARS. ELEVATION = 33.47 (ESTABLISHED USING B.M. 01.)
(NOTE FOR REFERENCE PURPOSES ONLY - CITY DATUM = 33.65 ELEV.)
NOTE: TO CONVERT TO ORANGE COUNTY DATUM SUBTRACT 0.70' FROM ALL ELEVATIONS SHOWN HEREON.
•I 7Xdc es Rae zMQmdVe auc% .rt orA"e 47etfQT /ctc/
,cs' AMCW &%"_V.
Ci2S'lA .�c"9p .SO(�IriiFf /lic'3T.a''J.'
- � • i���� 10 6183
QO/7�/e'TfAt�cMiie OIJt�
PRIVATE SEWER LATERAL PLAN' C41me 2:
NORDSTROM BUILDING SITE
SOUTH COAST PLAZA
!COSTA MESA
f.41i�c0 GIClGKP �Gf�1°i� /PLC/ Cif °�� ° MILtr
VAIJAMSON%iot DIIIIIIIIIIIIIIII By OF
CONSULTING CIVIL ENGINEERS AND L A N D S U R V E Y O R S Ar. "e
(714) !4 2M c� w
171st atr rAlr< aaxFVAac • tIVNE, cAlaioawA lt714 • aMEM