HomeMy WebLinkAboutW_5399_SPUBLIC WORKS DEPARTMENT
JAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER
DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR
GENERAL NOTES
SHORECLIFF COMMUNITY WATER SYSTEM IMPROVEMENTS
CONSTRUCTION NOTES
SHEET INDEX
1
W-5399-S
8
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
TITLE SHEET
SYMBOL ABBREVIATIONS
BENCHMARK:
BASIS OF BEARINGS:
VICINITY MAP
10471
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16310 BAKE PARKWAY
IRVINE, CA 92618 (949) 637-3999XR
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PROJECT SITE
SHORECLIFF COMMUNITY WATER
SYSTEM IMPROVEMENTS
C
EMERGENCY TELEPHONE NUMBERS
DAY NIGHT
INSTALL 8" RESILIENT WEDGE GATE VALVE, CLASS 150
(FExMJ) WITH VALVE BOX AND RISER PER CITY STD-512,
516-C AND 513.
REMOVE EXISTING VALVE, SALVAGE AND RETURN TO
UTILITIES DIVISION AT 949 W. 16TH STREET.
CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN
(SDR-14) PER CITY STD-106-A AND B.
72"x 144" J&R PRECAST VAULT. CONSTRUCT SIMILAR TO
CITY STD-520.
INSTALL 8" DUCTILE IRON TEE FExFExFE.
CONSTRUCT THRUST BLOCK PER CITY STD-516-A.
INSTALL 8" FLEXIBLE TRANSITION COUPLING.
EXISTING 8" AC WATER PIPE.
10-INCH DIAMETER VAULT VENT (2 TOTAL) PER CITY
STD-528-B.
EXISTING ELECTRICAL LINE, PROTECT IN PLACE.
EXISTING 6"Ø AC WATER PIPE
INSTALL 8" CLA-VAL MODEL 90-01 PRESSURE REDUCING
VALVE (GLOBE PATTERN VALVE), DUCTILE IRON BODY
WITH 316 STAINLESS STEEL INTERNAL AND EXTERNAL
TRIM AND EPOXY COATED BODY, PRESSURE CLASS 150,
FExFE
INSTALL 8" 90° DUCTILE IRON ELBOW, MJxMJ
DUCTILE IRON FLEX COUPLING, FORD, ROMAC, DRESSER
OR APPROVED EQUAL. INSTALL STAINLESS STEEL TIE
BACKS TO NEAREST FLANGES.
8"Ø CLASS 52, MORTAR LINED DIP SPINDLE PIECE (FOE).
FABRICATE WITH HARNESS LUGS WITH DRESSER.
8"Ø x 1'-4" LONG, CLASS 52, MORTAR LINED, DIP SPINDLE
PIECE FExFE.
8"Ø CLASS 52, MORTAR LINED DIP SPINDLE PIECE.
FABRICATE WITH HARNESS LUGS WITH DRESSER.
8" MUELLER FIRE RATED HbMAG FLOW METER, FExFE.
PROVIDE WITH INTEGRATED REGISTER MEASURING IN CF,
EXTERNAL 4 D BATTERY PACK, AND 25' NICOR
CONNECTOR. GROUND TO CONNECTING PIPE FLANGES.
8"Ø x 3'-4" LONG, CLASS 52, MORTAR LINED, DIP SPINDLE
PIECE FExFE.
ELECTRIC PULL BOX PER CITY STD-204. FINAL LOCATION
TO BE DETERMINED IN FIELD BY CITY.
PROTECT IN PLACE
INSTALL 6" RESILIENT WEDGE GATE VALVE, CLASS 150
(FExFE), WITH VALVE BOX AND RISER PER CITY STD-512,
516-C AND 513.
SAWCUT AND REMOVE INTERFERING PORTION OF
CONCRETE SIDEWALK TO NEAREST JOINT AND REPLACE
PER CITY STD-180
INSTALL 8" FLANGE COUPLING ADAPTER
INSTALL 8" 11.25° DUCTILE IRON ELBOW, FExMJ
INSTALL 8" 22.5° DUCTILE IRON ELBOW, FExMJ
INSTALL 8" 45° ELBOW, MJxMJ
"LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR
SPACE BETWEEN PIPE O.D. AND ROUND, SLEEVE LINED,
VAULT OPENING. CAST SLEEVE IN PLACE WITH VAULT.
INSTALL 8" DUCTILE IRON TEE, MJxFExFE. LOCATION TO
BE DETERMINED IN FIELD BY CITY.
REMOVE CURB AND GUTTER TO EXTENTS NECESSARY TO
FACILITATE CONSTRUCTION. REPLACE PER CITY STD-182:
MATCH EXISTING CURB TYPE.
PAVEMENT REPAIR PER CITY STD-106-B. LIMITS TO BE
DETERMINED IN FIELD BY CITY
REMOVE INTERFERING PORTION OF EXISTING PIPE. CUT
AND PLUG WHERE INDICATED WITH CONCRETE (MINIMUM
18"), AND ABANDON IN PLACE.
ADJUSTABLE PIPE SUPPORT STAINLESS STEEL PER CITY
STD-521.
2"Ø SCH40 PVC CONDUIT
J&R U.S.F. APD 300 DIAMOND PLATE ACCESS HATCHES
PER CITY STD-520. DIMENSIONED, 48"x60". PROVIDE WITH
SPRING ASSIST AND RECESSED PAD LOCK.
J&R U.S.F. DT-AHD DIAMOND PLATE COVER PER CITY
STD-520, DIMENSIONED 48"x60". PROVIDE WITH SPRING
ASSIST AND RECESSED PAD LOCK.
SUMP PER CITY STD-520
CONSTRUCT 6"Ø C-900 PVC WATER MAIN (SDR-14) PER
CITY STD-106-A AND B
INSTALL 8"x6" DUCTILE IRON REDUCER, FExFE
INSTALL 6" FLEXIBLE TRANSITION COUPLING
ABANDON EXISTING WATERLINE IN PLACE
INSTALL 8" 45° DUCTILE IRON ELBOW, FExMJ
INSTALL 8" 22.5° DUCTILE IRON ELBOW, MJxMJ
REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW
6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER
CITY STD-106-A AND B.
REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW
8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER
CITY STD-106-A AND B.
REMOVE EXISTING WATER SERVICE LINE FROM THE
EXISTING MAIN TO THE WATER METER AND INSTALL A
NEW 1" METER SERVICE PER CITY STD-502 WITH METER
BOX AND COVER.
REMOVE EXISTING WATER SERVICE LINE FROM THE
EXISTING MAIN TO THE WATER METER AND INSTALL A
NEW 2" METER SERVICE PER CITY STD-503 WITH METER
BOX AND COVER.
REMOVE EXISTING VALVE, SALVAGE AND RETURN TO
UTILITIES DEPARTMENT AT 949 W. 16TH STREET.
REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE
UTILITIES DEPARTMENT AT 949 W. 16TH STREET.
INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY
STD-501. FIRE HYDRANT SHALL BE CLOW MODEL No. 850
OR JONES MODEL No. J4040.
INSTALL 6" CLASS 150 (FExMJ) RESILIENT WEDGE GATE
VALVE WITH VALVE BOX AND RISER PER CITY STD-512,
STD-513 AND STD-516-C
INSTALL 8" CLASS 150 (FExMJ) RESILIENT WEDGE GATE
VALVE WITH VALVE BOX AND RISER PER CITY STD-512,
STD-513 AND STD-516-C.
INSTALL 8"x6" (MJxFE) DUCTILE IRON TEE
INSTALL 8" (FExFE) DUCTILE IRON TEE
INSTALL 8"x6" (FExFE) DUCTILE IRON REDUCER
INSTALL 6" FLEXIBLE TRANSITION COUPLING
REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE
CROSS GUTTER PER CITY STD-185. LIMITS TO BE
DETERMINED IN FIELD BY CITY.
REMOVE AND REPLACE EXISTING GATE VALVE WITH NEW
6" RESILIENT WEDGE GATE VALVE PER CITY STD-501.
REMOVE EXISTING TEE AND RECONNECT EXISTING 6"
FIRE HYDRANT LATERAL TO NEW 8" C-900 PVC PIPE.
THRUST BLOCK PER CITY STD-516-A.
NOT USED
NOT USED
REMOVE AND REPLACE EXISTING PIPE CROSS WITH NEW
8" (FExFE) DUCTILE IRON TEE PER CITY STD-515.
INSTALL 8" 11.25° DUCTILE IRON ELBOW, MJxMJ.
INSTALL NEW 8" BLIND FLANGE
INSTALL NEW 8" (FExFE) DUCTILE IRON CROSS, THRUST
BLOCK PER CITY STD-516-A.
NOT USED
INSTALL 2' LONG PVC PIPE SPOOL.
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C-7173-3
NEW PCC
LEGEND
CONTRACT No.: 7173-3
PROJECT No.: 24W14
NEW AC
PAVEMENT
RECORD DRAWING
These record drawings apply only to those facilities constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer/Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
Stationing, elevations and depths were measured in the field by
Construction Observer and are approximate.
DATE:5/14/2025
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2
LOCATION MAP
JJR/IS JPF/OH
---08/12/2024
W-5399-S16310 BAKE PARKWAY
IRVINE, CA 92618 (949) 637-3999 SHEET 8OF
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPR.
DESIGNED:
CHECKED:
DRAWN:
DATE:XR
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before you dig.Call
R
SHORECLIFF COMMUNITY WATER
SYSTEM IMPROVEMENTS
REVIEWED:
DATE:
MICHAEL SINACORI, P.E.
ASSISTANT CITY ENGINEER
C-7173-3
LOCATION MAP
NOT TO SCALE
RECORD DRAWING
These record drawings apply only to those facilities constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer/Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
Stationing, elevations and depths were measured in the field by
Construction Observer and are approximate.
DATE:5/14/2025
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
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TYP.
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VALVE
2'-10 1
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(E) 8"Ø AC WATER.
ABANDON IN PLACE
(E) 8" AC WATER
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RELOCATE EXISTING
IRRIGATION BOXES AS
NECESSARY TO FACILITATE
CONSTRUCTION
(E) BLUE REFLECTIVE
HYDRANT MARKER.
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FIRE HYDRANT
LATERAL
(E) ELECTRICAL PULL BOX
32
VALVE VAULT
PER DETAIL
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(E) SITE WALL
EDGE OF (E)
CONCRETE
PAVERS
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SHEET 8OF
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPR.
DESIGNED:
CHECKED:
DRAWN:
DATE:XR
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Know what'sbelow.
before you dig.Call
R
SHORECLIFF COMMUNITY WATER
SYSTEM IMPROVEMENTS
REVIEWED:
DATE:
MICHAEL SINACORI, P.E.
ASSISTANT CITY ENGINEER
C-7173-3
16310 BAKE PARKWAY
IRVINE, CA 92618 (949) 637-3999 3
JJR/IS JPF/OH
---08/12/2024
W-5399-S
00 5'10'CAMEO SHORES ROAD PRESSURE REGULATING STATION - SITE PLAN
SCALE: 1" = 5'
1
-
CONSTRUCTION NOTES:
INSTALL 8" RESILIENT WEDGE GATE VALVE, CLASS 150
(FExMJ) WITH VALVE BOX AND RISER PER CITY STD-512,
516-C AND 513.
REMOVE EXISTING VALVE, SALVAGE AND RETURN TO
UTILITIES DIVISION AT 949 W. 16TH STREET.
CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN
(SDR-14) PER CITY STD-106-A AND B.
72"x 144" J&R PRECAST VAULT. CONSTRUCT SIMILAR TO
CITY STD-520.
INSTALL 8" DUCTILE IRON TEE FExFExFE.
CONSTRUCT THRUST BLOCK PER CITY STD-516-A.
INSTALL 8" FLEXIBLE TRANSITION COUPLING.
EXISTING 8" AC WATER PIPE.
10-INCH DIAMETER VAULT VENT (2 TOTAL) PER CITY
STD-528-B.
EXISTING ELECTRICAL LINE, PROTECT IN PLACE.
EXISTING 6"Ø AC WATER PIPE
INSTALL 8" 90° DUCTILE IRON ELBOW, MJxMJ
ELECTRIC PULL BOX PER CITY STD-204. FINAL LOCATION
TO BE DETERMINED IN FIELD BY CITY.
PROTECT IN PLACE
INSTALL 6" RESILIENT WEDGE GATE VALVE, CLASS 150
(FExFE), WITH VALVE BOX AND RISER PER CITY STD-512,
516-C, AND 513.
SAWCUT AND REMOVE INTERFERING PORTION OF
CONCRETE SIDEWALK TO NEAREST JOINT AND REPLACE
PER CITY STD-180
INSTALL 8" FLANGE COUPLING ADAPTER
INSTALL 8" 11.25° DUCTILE IRON ELBOW, FExMJ
INSTALL 8" 22.5° DUCTILE IRON ELBOW, FExMJ
INSTALL 8" 45° ELBOW, MJxMJ
"LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE
BETWEEN PIPE O.D. AND ROUND, SLEEVE LINED, VAULT
OPENING. CAST SLEEVE IN PLACE WITH VAULT.
INSTALL 8" DUCTILE IRON TEE, MJxFExFE. LOCATION TO BE
DETERMINED IN FIELD BY CITY.
REMOVE CURB AND GUTTER TO EXTENTS NECESSARY TO
FACILITATE CONSTRUCTION. REPLACE PER CITY STD-182:
MATCH EXISTING CURB TYPE.
PAVEMENT REPAIR PER CITY STD-106-B. LIMITS TO BE
DETERMINED IN FIELD BY CITY
REMOVE INTERFERING PORTION OF EXISTING PIPE. CUT
AND PLUG WHERE INDICATED WITH CONCRETE (MINIMUM
18"), AND ABANDON IN PLACE.
2"Ø SCH40 PVC CONDUIT
J&R U.S.F. APD 300 DIAMOND PLATE ACCESS HATCHES
PER CITY STD-520. DIMENSIONED, 48"x60". PROVIDE WITH
SPRING ASSIST AND RECESSED PAD LOCK.
CONSTRUCT 6"Ø C-900 PVC WATER MAIN (SDR-14) PER
CITY STD-106-A AND B
INSTALL 8"x6" DUCTILE IRON REDUCER, FExFE
INSTALL 6" FLEXIBLE TRANSITION COUPLING
INSTALL 8" 22.5° DUCTILE IRON ELBOW, MJxMJ
1
2
3
4
5
6
7
8
9
10
11
13
20
21
22
23
24
25
26
27
28
29
30
31
32
34
35
38
39
40
43
CAMEO SHORE ROAD PRESSURE REGULATING
STATION
NEW PCC
LEGEND
NEW AC PAVEMENT
RECORD DRAWING
These record drawings apply only to those facilities constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer/Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
Stationing, elevations and depths were measured in the field by
Construction Observer and are approximate.
DATE:5/14/2025
SEAWARD ROADEV
E
N
I
N
G
C
A
N
Y
O
N
R
O
A
D
TYP.
E
2'
-
0
"
TY
P
.
1
9 910
87
3
1
28
4
(E) CURB
AND GUTTER
CENTER OF ROAD
WITH DOUBLE SOLID
YELLOW STRIPING (E) TREE CANOPY
(E) SIGN POST
31
28
20
RESTRIPE AS NECESSARY
PER CITY STD-106-B
34
E
36
6
5
24
313
6
3
13
6
3
24
6
5
21
REMOVE AND REPLACE WITH
NEW 8" C-900 PVC PIPE PER
SHEET 7
NEW 8" C-900 PVC PIPE
PER SHEET 7
SEE SHEET 7 FOR
PIPE CONTINUATION
CONNECT TO EXISTING
8" ACP PIPE
REMOVE EXISTING CROSS AND
VALVES AND REPLACE WITH NEW
8" TEE AND VALVES, SEE SHEET 7.
NEW FIRE HYDRANT ASSEMBLY,
SEE SHEET 7
TYP.
1'-6"1'-6"
1'-0"
MIN.
6"12'-0"6"
6'
-
0
"
6"
1'-4"3'-4"
3
1
3 24 16 18 19 17 3
24
28
4
15
14
12
WALL PENETRATION FOR 2"Ø SCH40
PVC CONDUIT. LOCATION TO BE
COORDINATED WITH CITY. SEE SITE
PLAN FOR PENETRATION LOCATION PROVIDE LADDER FOR
HATCH OPENING
PROVIDE LADDER
FOR HATCH OPENING
5
3
6
5
6
3
24
6"
SHEET 8OF
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPR.
DESIGNED:
CHECKED:
DRAWN:
DATE:XR
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F
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e
:
5/
1
9
/
2
0
2
5
-
10
:
1
2
A
M
Know what'sbelow.
before you dig.Call
R
SHORECLIFF COMMUNITY WATER
SYSTEM IMPROVEMENTS
REVIEWED:
DATE:
MICHAEL SINACORI, P.E.
ASSISTANT CITY ENGINEER
C-7173-3
16310 BAKE PARKWAY
IRVINE, CA 92618 (949) 637-3999 4
SEAWARD ROAD PRESSURE REGULATING STATION
JJR/IS JPF/OH
---08/12/2024
W-5399-S
00 5'10'SEAWARD ROAD PRESSURE REGULATING STATION - SITE PLAN
SCALE: 1" = 5'
1
-
UTILITY VAULT DETAIL
SCALE: 3/4" = 1'-0"
2
-
33
33
33
CONSTRUCTION NOTES:
INSTALL 8" RESILIENT WEDGE GATE VALVE, CLASS 150
(FExMJ) WITH VALVE BOX AND RISER PER CITY STD-512,
516-C, AND 513.
CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN
(SDR-14) PER CITY STD-106-A AND B.
72"x 144" J&R PRECAST VAULT. CONSTRUCT SIMILAR TO
CITY STD-520.
INSTALL 8" DUCTILE IRON TEE, FExFExFE
CONSTRUCT THRUST BLOCK PER CITY STD-516-A.
INSTALL 8" FLEXIBLE TRANSITION COUPLING.
EXISTING 8" AC WATER PIPE.
10-INCH DIAMETER VAULT VENT (2 TOTAL) PER CITY
STD-528-B.
EXISTING ELECTRICAL LINE, PROTECT IN PLACE.
INSTALL 8" CLA-VAL MODEL 90-01 PRESSURE REDUCING
VALVE (GLOBE PATTERN VALVE), DUCTILE IRON BODY
WITH 316 STAINLESS STEEL INTERNAL AND EXTERNAL
TRIM AND EPOXY COATED BODY, PRESSURE CLASS 150,
FExFE
INSTALL 8" 90° DUCTILE IRON ELBOW, MJxMJ
DUCTILE IRON FLEX COUPLING, FORD, ROMAC, DRESSER
OR APPROVED EQUAL. INSTALL STAINLESS STEEL TIE
BACKS TO NEAREST FLANGES.
8"Ø CLASS 52, MORTAR LINED DIP SPINDLE PIECE (FOE).
FABRICATE WITH HARNESS LUGS WITH DRESSER.
8"Ø x 1'-4" LONG, CLASS 52, MORTAR LINED, DIP SPINDLE
PIECE FExFE.
8"Ø CLASS 52, MORTAR LINED DIP SPINDLE PIECE.
FABRICATE WITH HARNESS LUGS WITH DRESSER.
8" MUELLER FIRE RATED HbMAG FLOW METER, FExFE.
PROVIDE WITH INTEGRATED REGISTER MEASURING IN CF,
EXTERNAL 4 D BATTERY PACK, AND 25' NICOR
CONNECTOR. GROUND TO CONNECTING PIPE FLANGES.
8"Ø x 3'-4" LONG, CLASS 52, MORTAR LINED, DIP SPINDLE
PIECE FExFE.
ELECTRIC PULL BOX PER CITY STD-204. FINAL LOCATION
TO BE DETERMINED IN FIELD BY CITY.
PROTECT IN PLACE
INSTALL 8" FLANGE COUPLING ADAPTER
"LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE
BETWEEN PIPE O.D. AND ROUND, SLEEVE LINED, VAULT
OPENING. CAST SLEEVE IN PLACE WITH VAULT.
PAVEMENT REPAIR PER CITY STD-106-B. LIMITS TO BE
DETERMINED IN FIELD BY CITY
ADJUSTABLE PIPE SUPPORT STAINLESS STEEL PER CITY
STD-521.
2"Ø SCH40 PVC CONDUIT
J&R U.S.F. DT-AHD DIAMOND PLATE COVER PER CITY
STD-520, DIMENSIONED 48"x60". PROVIDE WITH SPRING
ASSIST AND RECESSED PAD LOCK.
SUMP PER CITY STD-520
1
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
24
28
31
33
34
36
37
37
NOTE: ORIENTATION
OF 8" TEES VARY.
REFER TO SITE PLANS
FOR ORIENTATION.
NEW PCC
LEGEND
NEW AC PAVEMENT
00 1'2'
RECORD DRAWING
These record drawings apply only to those facilities constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer/Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
Stationing, elevations and depths were measured in the field by
Construction Observer and are approximate.
DATE:9/26/2024
5
W-5399-S
8
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-7173-3
PLAN SHEET
SHORECLIFF COMMUNITY
WATER SYSTEM IMPROVEMENTS
S H O R E C L I F F ROADDR
I
F
T
W
O
O
D
RO
A
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MO
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2
4
+
1
0
.
0
0
S
E
E
S
H
E
E
T
6
CONSTRUCTION NOTES
CONNECTION DETAIL 6
5
RECORD DRAWINGS
6
W-5399-S
8
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-7173-3
PLAN SHEET
SHORECLIFF COMMUNITY
WATER SYSTEM IMPROVEMENTS
S H O R E C L I F F ROAD
EV
E
N
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C
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DR
I
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CONSTRUCTION NOTES
CONNECTION DETAIL 5
6
NOTE TO CONTRACTOR:
MAT
C
H
L
I
N
E
S
T
A
.
2
4
+
1
0
.
0
0
SEE
S
H
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5
MAT
C
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L
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1
9
+
0
0
.
0
0
S
E
E
S
H
E
E
T
7
CONNECTION DETAIL 3
6
CONNECTION DETAIL 4
6
RECORD DRAWINGS
EVENING CANYON ROAD
CONNECT TO NEW 8" C-900 PVC PIPE,
STA. 19+00.00 = STA. 9+00.00
16+00
17+00
18+0019+00
-211--215-
-216--212--220--224-
-232-
-238-
-242-
-219--223--227-
-237-
-241-
N25° 13' 04"E
104.25'3
5'
S18° 49' 34"W
144.37'
4
6
46
46 46
46
46
46
46
R/W
R/W
EXISTING
8" S(VC)
46
41
4
9
46
7
EVENING CANYON ROAD
WATER MAIN REPLACEMENT- 1
JJR/IS JPF/OH
---8/12/2024
W-5399-S
CONSTRUCTION NOTES:
CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY
STD-106-A AND B.
CONSTRUCT THRUST BLOCK PER CITY STD-516-A.
ABANDON EXISTING WATERLINE IN PLACE
REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE
WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502
WITH METER BOX AND COVER.
INSTALL 8" 11.25° DUCTILE IRON ELBOW, MJxMJ.
3
6
41
46
63
SH
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1
5
+
7
5
.
0
0
REGISTER E D P R OFESSIONAL
E
N
G
I
NEER
No. C93269
S
T
ATE OF CA L I F O R NIA
AI Q I A N SAND
E
R
S
CIV I L
SHEET 8OF
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPR.
DESIGNED:
CHECKED:
DRAWN:
DATE:XR
E
F
S
:
X
-
S
P
-
C
-
A
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2
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:
5/
2
1
/
2
0
2
5
-
12
:
1
7
P
M
Know what'sbelow.
before you dig.Call
R
SHORECLIFF COMMUNITY WATER
SYSTEM IMPROVEMENTS
REVIEWED:
DATE:
MICHAEL SINACORI, P.E.
ASSISTANT CITY ENGINEER
C-7173-3
16310 BAKE PARKWAY
IRVINE, CA 92618 (949) 637-3999
00 20'40'
NOTE TO CONTRACTOR:
RESTRAIN ALL JOINTS
WITH MEGALUG OR
STAR PIPE PRODUCT.
RECORD DRAWING
These record drawings apply only to those facilities constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer/Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
Stationing, elevations and depths were measured in the field by
Construction Observer and are approximate.
DATE:5/14/2025
RE
F
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EVENING CANYON ROAD
HO
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.
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A
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1
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+
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7
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63
HO
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63
9+
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9+
9
4
10+
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0
11+
0
0
12+0013+00
14+00
15+00
16+0
0
-238
-
-242
-
-241-
-245-
-249-
-255-
-261--265--269-
-273-
-287-
-286
-
-280-
-272--266-
-260-
-254-
-248-
N47° 51' 08"E
81.76'
S56° 51' 20"W
137.79'S66° 28' 13"W
108.06'
S80° 59' 53"W
47.41'
S84° 18' 56"W
63.82'
N05° 41' 04"W
17.17'
N05° 41' 04"W
32.87'
N05° 20' 00"W
32.97'
3
3
3
45
45
3
45
50
5
'
7.5
'
46
46
46
46
46
46
46
46
46
46
46
EXISTING
8" S(VCP)
R/W
R/W
50
49
49
41
6
6
6
46
8
EVENING CANYON ROAD
WATER MAIN REPLACEMENT-2
JJR/IS JPF/OH
---08/12/2024
W-5399-S
CONSTRUCTION NOTES:
INSTALL 8" RESILIENT WEDGE GATE VALVE, CLASS 150 (FExMJ) WITH VALVE
BOX AND RISER PER CITY STD-512, 516-C AND 513.
CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY
STD-106-A AND B.
CONSTRUCT THRUST BLOCK PER CITY STD-516-A.
INSTALL 8" FLEXIBLE TRANSITION COUPLING.
INSTALL 8" FLANGE COUPLING ADAPTER
REMOVE INTERFERING PORTION OF EXISTING PIPE. CUT AND PLUG WHERE
INDICATED WITH CONCRETE (MINIMUM 18"), AND ABANDON IN PLACE.
ABANDON EXISTING WATERLINE IN PLACE
REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER
C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B.
REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE
WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502
WITH METER BOX AND COVER.
REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DEPARTMENT
AT 949 W. 16TH STREET.
REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES
DEPARTMENT AT 949 W. 16TH STREET.
INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-501. FIRE HYDRANT
SHALL BE CLOW MODEL No. 850 OR JONES MODEL No. J4040.
INSTALL 8" CLASS 150 (FExMJ) RESILIENT WEDGE GATE VALVE WITH VALVE
BOX AND RISER PER CITY STD-512, STD-513 AND STD-516-C.
REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER
CITY STD-185. LIMITS TO BE DETERMINED IN FIELD BY CITY.
REMOVE AND REPLACE EXISTING PIPE CROSS WITH NEW 8" (FExFE) DUCTILE
IRON TEE PER CITY STD-515.
INSTALL 8" 11.25° DUCTILE IRON ELBOW, MJxMJ.
INSTALL NEW 8" BLIND FLANGE
INSTALL NEW 8" (FExFE) DUCTILE IRON CROSS, THRUST BLOCK PER CITY
STD-516-A.
INSTALL 2' LONG PVC PIPE SPOOL.
1
3
6
7
24
32
41
45
46
48
49
50
52
57
62
63
64
65
67
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1
5
+
7
5
.
0
0
BEGIN CONSTRUCTION 8" WATER MAIN
STA. 10+00.00
= STA. 9+20.52 WATER
MAIN REPLACEMENT
BEGIN 8" WATER MAIN REPLACEMENT
POC EXISTING 8" ACP WATER
STA.9+00.00
END 8" WATER MAIN REPLACEMENT
POC PRV STATION
STA. 9+94.00
REGISTER E D P R OFESSIONAL
E
N
G
I
NEER
No. C93269
S
T
A
TE OF CA L I F O R NIA
AI Q I A N SAND
E
R
S
CIV I L
SHEET 8OF
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS APPR.
DESIGNED:
CHECKED:
DRAWN:
DATE:XR
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S
:
X
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M
Know what'sbelow.
before you dig.Call
R
SHORECLIFF COMMUNITY WATER
SYSTEM IMPROVEMENTS
REVIEWED:
DATE:
MICHAEL SINACORI, P.E.
ASSISTANT CITY ENGINEER
C-7173-3
16310 BAKE PARKWAY
IRVINE, CA 92618 (949) 637-3999
00 2'4'CONNECTION DETAIL STA. 10+00=9+20.52
SCALE: 1" = 2'
1
-
00 2'4'CONNECTION DETAIL STA. 9+00
SCALE: 1" = 2'
2
-
48
62
45
48
EX 8" ACP WATER
(PROTECT IN PLACE)
EX 8" ACP WATER
(PROTECT IN PLACE)
1
1
45
45
3
32
00 20'40'
64
65
1
7
2
7
7
7
6
6
6
6
16
67
67
6
6
24
NOTE TO CONTRACTOR:
RESTRAIN ALL JOINTS
WITH MEGALUG OR
STAR PIPE PRODUCT.
52
41
57
NEW PCC
LEGEND
RECORD DRAWING
These record drawings apply only to those facilities constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer/Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
Stationing, elevations and depths were measured in the field by
Construction Observer and are approximate.
DATE:5/14/2025