S-2005-1.4W
L AT
d
T
CD
O
v
M
i
i
E N
�i
O �
30 _
�I
24" VCP
x133 "PIPE S =0.0�
- - - - - -- -
20
M
��
N
J
W
> '
Z_
O
O'
6
O
+
O
U)
W N yfj
J N
z
c
O
N
co
*FROM FIELD SURVEY - -_\ 23.73 INV W'LY
24.00 INV ELY
NORTHING
EASTING
A
4,814.77
6,405.30
B
4,829.33
6,384.97
C
4,859.72
6,122.57
D
4,866.55
6,063.47
E
4,894.31
16004.70
M
��
N
J
W
> '
Z_
O
O'
6
O
+
O
U)
W N yfj
J N
z
c
O
N
co
*FROM FIELD SURVEY - -_\ 23.73 INV W'LY
24.00 INV ELY
�
25.81
INV
8" S'LY
REMOVE do S�
25.4§.
INV
8" N'LY
C 33 F
-- -CA��
3D
NEW 72" MH19
INV EL
33.42
RIM
F0
mQl>
H
NZ
32.94 RIM A
24.17 INV W'LY
24.14 INV E'LY
24.14 INV S'LY,
62.80
Asp_ 6
M
GRASS VC�
APPROXIMATE SURFACE
- OVER CL OF PIPE
i
--'
PROFILE rA
HORIZ: 1 " = 40' J
VERT: 1 91 = 4'
33.60 RIM
24.76 INV W'LY
24.79 INV E'LY
25.95 INV 8" S'LY
IIYICRV CrI J48- EXISTING OVED SEWER I 4A NOR°a F25.42 RIM
I n NV W'LY
NV SE'LYJ GRASS 64W&pfi& fJ
ASPH-
QSiGN 25' OCSD SMT.Z- - - -3_S =
\ASP..
ASP'
1 \ p
CON$7UCT 25 LF OF 8" VCP PLAN
t SE` t* AT S= 0.0408
1 " =
JOIN EXIST MH AT INV EL 27.30 40'
REMODEL BASE TO FORM NEW CHANNEL
S = 27.43 TO CONNECT EXIST SEWER FROM SOUTH.
SW = -fie 27.37 FILL CHANNEL TO WEST WITH CONCRETE
NW =- 27•22 TEWINKLE SCHOOL
CONSTRUCTION NOTES
5. CONSTRUCT 48 -INCH ID MANHOLE PER CMSD STANDARD DRAWING S -100.
16. REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 18 -INCH SEWER.
19. CONSTRUCT 72 -INCH ID MANHOLE PER OCSD STANDARD DRAWING S -050.
41. CONSTRUCT 72 -INCH ID MANHOLE OVER EXISTING VCP SEWER PER
CSDOC STANDARD DRAWING S -050 AND DETAIL 1 ON SHEET 5.
42. ABANDON IN PLACE. SEE SHEET 7 FOR LIMITS.
43. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER
AND PLUG ENDS WITH BRICK AND MORTAR OR CONCRETE.
44. REMODEL EXISTING CSDOC MANHOLE PER DETAIL 1 AND 2 ON SHEET 5.
48. CONSTRUCT 8 -INCH VCP SEWER WITH TYPE II BEDDING.
50. CONSTRUCT 8 -INCH VCP SEWER WITH TYPE II BEDDING AND PER
DETAIL 2 HEREON.
51. REMOVE AND DISPOSE OF EXISTING MANHOLE AND BASE.
JOIN EXISTING 8 -INCH VCP WITH TYPE D JOINT WITH SS SHEAR RING.
a
Rik
0
ui
N
N
4W
N Z_
r 1
w z
.>
Z
30
Ir 1
Ir 33 "PIPE
Ix
BLDG.
t
A! DG r S
36.14 RIM ti ®'
25.65 INV NW'LY _S
25.69 INV SE'LY
11.10
STA 4 +43PW A
AT INV EL 25.50
REMODEL BASE TO
FORM NEW CHANNEL
TO CONNECT EXIST
SEWER FROM SOUTH.
52. CONSTRUCT 10 -INCH VCP WITH TYPE II BEDDING PER PROFILE A.
53. CONSTRUCT 24 -INCH VCP WITH TYPE II BEDDING PER PROFILE A.
54. REMODEL EXISTING CSDOC MANHOLE PER DETAIL 1 HEREON.
55. CONSTRUCT 351 LF OF 24 -INCH VCP WITH TYPE II BEDDING
AT CONSTANT SLOPE BETWEEN ELEVATIONS SHOWN. REMOVE INTERFERING
PORTION 33" SEWER AND PLUG ENDS.
56. REMODEL EXIST MH BASE TO FORM NEW CHANNEL TO NEW OUTLET
PIPE AT INV ELEV 22.07. CORE DRILL MH BASE AND GROUT NEW PIPE
WITH EPDXY GROUT. PLUG OUTLET NORTHEAST
57. CONSTRUCT 18 LF OF 8 -INCH VCP AT SLOPE-0.0055. REMOVE INTERFERING
PORTIONS OF 33 -INCH VCP.
58. REMODEL EXIST MH BASE TO FORM NEW CHANNEL FROM NEW INLET
PIPE AT INV ELEV 21.97. CORE DRILL MH BASE AND GROUT NEW
PIPE WITH EPDXY GROUT.
61. LINE MANHOLE AND THE NEXT MANHOLE UPSTREAM IF WITHIN 200' WITH
POLYURTHENE, SANCON 100 OR EQUAL.
62. VERIFY LOCATION OF 6 -INCH VC SEWER AND CONNECT WITH WYE TO
10 -INCH VCP.
\
t, *,\ \\
s \
30 "VCP -CSD \ \ \\
2 "STL -SCG u 1 \�. �, \\\ \
\\ I
\
N I I
�
1 �
REMOVE do S�
._-_ -- W
REPLACE,
NEW 72" MH19
INV EL
33.42
RIM
N
EXIST
NEW
30" S
8" S
= 24.45
= - 06POO- 25.57
I
NEW
24" N
=-2446-24.37
ALASKA
AVENUE
,cN EXIST. IM
mQl>
H
NZ
32.94 RIM A
24.17 INV W'LY
24.14 INV E'LY
24.14 INV S'LY,
62.80
Asp_ 6
M
GRASS VC�
APPROXIMATE SURFACE
- OVER CL OF PIPE
i
--'
PROFILE rA
HORIZ: 1 " = 40' J
VERT: 1 91 = 4'
33.60 RIM
24.76 INV W'LY
24.79 INV E'LY
25.95 INV 8" S'LY
IIYICRV CrI J48- EXISTING OVED SEWER I 4A NOR°a F25.42 RIM
I n NV W'LY
NV SE'LYJ GRASS 64W&pfi& fJ
ASPH-
QSiGN 25' OCSD SMT.Z- - - -3_S =
\ASP..
ASP'
1 \ p
CON$7UCT 25 LF OF 8" VCP PLAN
t SE` t* AT S= 0.0408
1 " =
JOIN EXIST MH AT INV EL 27.30 40'
REMODEL BASE TO FORM NEW CHANNEL
S = 27.43 TO CONNECT EXIST SEWER FROM SOUTH.
SW = -fie 27.37 FILL CHANNEL TO WEST WITH CONCRETE
NW =- 27•22 TEWINKLE SCHOOL
CONSTRUCTION NOTES
5. CONSTRUCT 48 -INCH ID MANHOLE PER CMSD STANDARD DRAWING S -100.
16. REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 18 -INCH SEWER.
19. CONSTRUCT 72 -INCH ID MANHOLE PER OCSD STANDARD DRAWING S -050.
41. CONSTRUCT 72 -INCH ID MANHOLE OVER EXISTING VCP SEWER PER
CSDOC STANDARD DRAWING S -050 AND DETAIL 1 ON SHEET 5.
42. ABANDON IN PLACE. SEE SHEET 7 FOR LIMITS.
43. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER
AND PLUG ENDS WITH BRICK AND MORTAR OR CONCRETE.
44. REMODEL EXISTING CSDOC MANHOLE PER DETAIL 1 AND 2 ON SHEET 5.
48. CONSTRUCT 8 -INCH VCP SEWER WITH TYPE II BEDDING.
50. CONSTRUCT 8 -INCH VCP SEWER WITH TYPE II BEDDING AND PER
DETAIL 2 HEREON.
51. REMOVE AND DISPOSE OF EXISTING MANHOLE AND BASE.
JOIN EXISTING 8 -INCH VCP WITH TYPE D JOINT WITH SS SHEAR RING.
a
Rik
0
ui
N
N
4W
N Z_
r 1
w z
.>
Z
30
Ir 1
Ir 33 "PIPE
Ix
BLDG.
t
A! DG r S
36.14 RIM ti ®'
25.65 INV NW'LY _S
25.69 INV SE'LY
11.10
STA 4 +43PW A
AT INV EL 25.50
REMODEL BASE TO
FORM NEW CHANNEL
TO CONNECT EXIST
SEWER FROM SOUTH.
52. CONSTRUCT 10 -INCH VCP WITH TYPE II BEDDING PER PROFILE A.
53. CONSTRUCT 24 -INCH VCP WITH TYPE II BEDDING PER PROFILE A.
54. REMODEL EXISTING CSDOC MANHOLE PER DETAIL 1 HEREON.
55. CONSTRUCT 351 LF OF 24 -INCH VCP WITH TYPE II BEDDING
AT CONSTANT SLOPE BETWEEN ELEVATIONS SHOWN. REMOVE INTERFERING
PORTION 33" SEWER AND PLUG ENDS.
56. REMODEL EXIST MH BASE TO FORM NEW CHANNEL TO NEW OUTLET
PIPE AT INV ELEV 22.07. CORE DRILL MH BASE AND GROUT NEW PIPE
WITH EPDXY GROUT. PLUG OUTLET NORTHEAST
57. CONSTRUCT 18 LF OF 8 -INCH VCP AT SLOPE-0.0055. REMOVE INTERFERING
PORTIONS OF 33 -INCH VCP.
58. REMODEL EXIST MH BASE TO FORM NEW CHANNEL FROM NEW INLET
PIPE AT INV ELEV 21.97. CORE DRILL MH BASE AND GROUT NEW
PIPE WITH EPDXY GROUT.
61. LINE MANHOLE AND THE NEXT MANHOLE UPSTREAM IF WITHIN 200' WITH
POLYURTHENE, SANCON 100 OR EQUAL.
62. VERIFY LOCATION OF 6 -INCH VC SEWER AND CONNECT WITH WYE TO
10 -INCH VCP.
\
t, *,\ \\
s \
30 "VCP -CSD \ \ \\
2 "STL -SCG u 1 \�. �, \\\ \
\\ I
\
N I I
CSD
22.04 INV E'LY
22.11 INV W'LY
INV EL
18" V.C.P.- C.S.D.
26.32 INV E'LY
30" V.C.P.- C.S.D. 26.28 INV S'LY
61
5 1
W
cr-------- -- - - -------- - - - - --
U) ------------- -- -- ------- - - - - --
-- \\ -8 "S - - - --
z =_ -�0 S=- - �� - - -� 21 F.M.S
x
N - -_ -_- - _ - -- _ 10 "S- _ -a��
24
- - - -- R -_ -_- ___ -- - -
1 =40 0 _-
I I
O
I I
10" V.C.P.- C.M.S.D. STA 76 +25.00
8" A.C.P.- M.C.W.D. CONTR 14 -1 -5
STA 0 +00.00
EXIST INV ELEV =23.58
GISLER AVENUE
REMOVE PORTION OF
EXISTING SHELF TO
FORM SMOOTH CHANNEL
1 , III 23.26 INV E'LY
23.25 INV W'LY
24.50 INV 8" S'LY
ND II I L. A -
I 33 "VCP -CSD
j
W1 -- - --- - - - - --
O i ,r
loo
N
D
-o - � - 30 "S -� -- - -- - -INV - - - --
1
-- --- - -2G -- I -- - --- -_ - - --
- 8 "VCP -CSD
20STL-SCG N 1 30 "VCP -CSD
8 "VCP -CMSD 1 25 I
20 2� PI 34 +40.40
I 6 CONSTRUCT 10"
1 II INV EL
32.09 RIW
MICHIGAN 24.89 INV S'LY
24.83 INV W0
m AVENUE
EXIST. 84" MH ON
90 RCP SEWER
I I
I I
I 1
S= 0.0024 -r1l- --
I I
CORE DRILL EXIST, MH BASE
(OD +1 "MIN. 2 "MAX.). INSTALL
8"VCP AND FILL ANGULAR SPACE
WITH EPDXY GROUT. REPAIR PVC
LINER ON INSIDE SURFACE OF
MANHOLE.
REMOVE INTERFERING PORTIONS
OF EXIST. ABAN. 30 "VCP
EXIST 60" ID
MANHOLE
I � \
33xV-" p " \I INV ELEV =23.60
24'VCP
717,
REMOVE INTERFERING PORTIONS
OF EXIST 27'VCP AND PLUG
END WITH CONCRETE
DETAIL ri
SCALE 3/8 " =1' -0" -
z1oa
REVISIONS
CONST. 13 LF.
8 "VCP
i
All,
I I
I
I I
I I
1 I
I I
I r
L - - -J
PROTECT EXIST. 21 " RPMP
FORCE MAIN IN PLACE
I -I vl
I I
I ,
I
L�
DETAIL 2
HOR. 1 " = 20' -
VERT. 1 " = 4'
CONST. 18 LF.
8"VCP
RECORA0 ORa4K/ /H a
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
ORANGE COUNTY SANITATION DISTRICT
E 11 70 Carporono, 7
1501 QUAIL STREET NEWPORT BEACH, CA 92658 (949) 476 -3300
CALIFORNIA STREET SEWER
PLAN
DATE -
TK DN
1/05 DMMMM -
APPROVED DATE DRAWN -
wewen -
6-13-
DRAWM 'NU.
R.C.E DATE
4
R.C.E tilt OF 7
R/W
._-_ -- W
1TLyI�Iyi
I
jr
ALASKA
AVENUE
CSD
22.04 INV E'LY
22.11 INV W'LY
INV EL
18" V.C.P.- C.S.D.
26.32 INV E'LY
30" V.C.P.- C.S.D. 26.28 INV S'LY
61
5 1
W
cr-------- -- - - -------- - - - - --
U) ------------- -- -- ------- - - - - --
-- \\ -8 "S - - - --
z =_ -�0 S=- - �� - - -� 21 F.M.S
x
N - -_ -_- - _ - -- _ 10 "S- _ -a��
24
- - - -- R -_ -_- ___ -- - -
1 =40 0 _-
I I
O
I I
10" V.C.P.- C.M.S.D. STA 76 +25.00
8" A.C.P.- M.C.W.D. CONTR 14 -1 -5
STA 0 +00.00
EXIST INV ELEV =23.58
GISLER AVENUE
REMOVE PORTION OF
EXISTING SHELF TO
FORM SMOOTH CHANNEL
1 , III 23.26 INV E'LY
23.25 INV W'LY
24.50 INV 8" S'LY
ND II I L. A -
I 33 "VCP -CSD
j
W1 -- - --- - - - - --
O i ,r
loo
N
D
-o - � - 30 "S -� -- - -- - -INV - - - --
1
-- --- - -2G -- I -- - --- -_ - - --
- 8 "VCP -CSD
20STL-SCG N 1 30 "VCP -CSD
8 "VCP -CMSD 1 25 I
20 2� PI 34 +40.40
I 6 CONSTRUCT 10"
1 II INV EL
32.09 RIW
MICHIGAN 24.89 INV S'LY
24.83 INV W0
m AVENUE
EXIST. 84" MH ON
90 RCP SEWER
I I
I I
I 1
S= 0.0024 -r1l- --
I I
CORE DRILL EXIST, MH BASE
(OD +1 "MIN. 2 "MAX.). INSTALL
8"VCP AND FILL ANGULAR SPACE
WITH EPDXY GROUT. REPAIR PVC
LINER ON INSIDE SURFACE OF
MANHOLE.
REMOVE INTERFERING PORTIONS
OF EXIST. ABAN. 30 "VCP
EXIST 60" ID
MANHOLE
I � \
33xV-" p " \I INV ELEV =23.60
24'VCP
717,
REMOVE INTERFERING PORTIONS
OF EXIST 27'VCP AND PLUG
END WITH CONCRETE
DETAIL ri
SCALE 3/8 " =1' -0" -
z1oa
REVISIONS
CONST. 13 LF.
8 "VCP
i
All,
I I
I
I I
I I
1 I
I I
I r
L - - -J
PROTECT EXIST. 21 " RPMP
FORCE MAIN IN PLACE
I -I vl
I I
I ,
I
L�
DETAIL 2
HOR. 1 " = 20' -
VERT. 1 " = 4'
CONST. 18 LF.
8"VCP
RECORA0 ORa4K/ /H a
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
ORANGE COUNTY SANITATION DISTRICT
E 11 70 Carporono, 7
1501 QUAIL STREET NEWPORT BEACH, CA 92658 (949) 476 -3300
CALIFORNIA STREET SEWER
PLAN
DATE -
TK DN
1/05 DMMMM -
APPROVED DATE DRAWN -
wewen -
6-13-
DRAWM 'NU.
R.C.E DATE
4
R.C.E tilt OF 7