HomeMy WebLinkAboutS_5317_SS-5317-S
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LOS ANGELES COUNTY
LA HABRA
WHITTIER BLVD
LAMBERT RD
1
55
55
57
91
IMPERIAL HWY
BREA
BASTANCHURY RD
LOS
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2222
5
73
405
5
YORBA LINDA BLVD
FULLERTON
PLACENTIA
YORBA
LINDAMALVERN
CHAPMAN AVE
ORANGETHORPE AVE
PARK
VILLA
GROVE
GARDEN
CHAPMAN AVE
PARK
BUENA
LA
PALMA
ST
A
T
E
C
O
L
L
E
G
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B
L
V
D
LINCOLN AVE
LOS
ALAMITOS
VAL
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KN
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ANAHEIMCYPRESS
WESTMINSTER
STANTON
SEAL
BEACH
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WESTMINSTER AVE
BALL RD
17TH ST
Mc FADDEN ST
WARNER AVEANA
SANTA
FOUNTAIN
VALLEY
HUNTINGTON
BEACH
MESA
COSTA
ADAMS AVE
HAMILTON AVE
ELLIS AVE
PACIFIC
OCEAN
RED
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A
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CUL
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SAN
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MAC
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IRV
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NEWPORT
BEACH
IRVINE
TUSTIN IR
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ORANGE
TAFT AVE
GL
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MILE PK
2
LOCATION MAP
VICINITY MAP
NTSNTS
G1001
1
COVER SHEET
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
MACARTHUR FORCE MAIN
IMPROVEMENTS
PROJECT NO. 7-68
ORANGE COUNTY SANITATION DISTRICT
APPROVED FOR BIDDING ORANGE COUNTY SANITATION DISTRICT
KATHLEEN T. MILLEA - DIRECTOR OF ENGINEERING DATE:
EROS Y. YONG - ENGINEERING MANAGER DATE:
HARDAT KHUBLALL - PROJECT MANAGER DATE:
ORIGINALLY SIGN BY JUSTIN, FENTON ON 2023-03-15
ORIGINALLY SIGN BY YONG, EROS ON 2023-03-15
ORIGINALLY SIGN BY KHUBLALL, HARDAT ON 2023-03-13
A
1 2 3 4 5 6 7 8 9 10
B
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F
MARK DATE APPR.DESCRIPTION
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DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
PROJECT VICINITY
Call:811
MA
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MAC
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WAY
NEWPORT PL
PROJECT
LOCATION
CAM
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WES
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P
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S-5317-S
DRAWING TITLE
ARROWS POINT DOWN SLOPE
EDGE OF WATER; FLOWLINE
WITH DIRECTIONAL ARROW
SWALE OR DEPRESSION
EXISTING SPOT ELEVATION
TREES, SHRUBS OR HEDGE
SLOPE (3 HOR. TO 1 VERT.)
GUTTER OR GROUND ELEVATION
TOP OF CURB ELEVATION
FINISH GRADE CONTOURS
EXISTING GRADE CONTOURS
112.00
3:1
...
CUT OR FILL SLOPE;
120.0
112.50
110.50
110
110
X (OR SCREENED)
ELEVATION
FINISH GRADE SPOT
(OR SCREENED)
SURVEY CONTROL POINT & DESIGNATION & ID
SURVEY MONUMENT & ID
AC PAVEMENT IN SECTION
CRUSHED ROCK OR GRAVEL
GRANULAR MATERIAL SUCH AS
NATURAL GROUND OR GRADE
X
RAILROAD
FENCEX
(TYPE AS NOTED)
PAVEMENT IN PLAN CATCH BASIN OR INLET
MH MANHOLE
UTILITY POLE
CB
SECTION AND DETAIL DESIGNATIONS
CURB OR CURB AND GUTTER
CATCH BASIN
STREET LIGHT
PIPING IDENTIFICATION SYSTEM
DETAIL 2
C1001SCALE: 1"=10'
SECTION A
C1001SCALE: 1"=10'
5. NOTES LISTED ELSEWHERE ON THE DRAWINGS ARE REFERENCED BY:
TO AN ENLARGED DETAIL OF THE CIRCLED AREA.
B. BY CIRCLING AREA TO BE DETAILED AND LEADERING OUT
1. SECTION CUTS ARE IDENTIFIED AS FOLLOWS:
SECTION CUT
12
4. DETAILS ARE TITLED AS FOLLOWS:
A.
3. DETAILS ARE IDENTIFIED AS FOLLOWS:
2. SECTIONS ARE TITLED AS FOLLOWS:
DIRECTION OF
DRAWING WHERE DETAIL
WAS TAKEN
DRAWING WHERE SECTION
DRAWING WHERE SECTION
DETAIL NUMBER
WAS TAKEN
A
C1001
IS SHOWN
SECTION LETTER
1
C5001
TITLE OF DETAIL
DETAIL NUMBER
DRAWING WHERE
DETAIL IS SHOWN
SECTION LETTER
A CURVE DESIGNATION
TRAFFIC SIGNAL AND
TREE
TRAFFIC SENSOR LOOPS
TRAFFIC SIGNAL
POTHOLE LOCATION & ID
COORDINATE NUMBER1
PAVEMENT MONITORING POINT (PMP)
INCLINOMETER
UTILITY MONITORING POINT (UMP)
STRUCTURAL MONITORING POINT (SMP)
LIGHT STANDARD COMBINATION
TRENCH PLUG
001
GW MONITORING WELL & ID
001
SURVEY BENCHMARK
001
HYDRANT
DESIGNATION
SOIL BORING ANDB9
BURIED VALVE
8"SS
8"W
EXIST ELECTRICAL
EXIST SEWER
EXIST WATER
EXIST CABLE TELEVISION
EXIST STORM DRAIN
EXIST TELEPHONE CABLE
EXIST GAS
RECYCLED WATER
24"SD
3"G
12"RWE
CATV
T
EXIST FIBER OPTICFO
EXIST UNKNOWN PIPE
EXIST TRAFFIC SIGNALTS
UNK
EXIST TRAFFIC LOOP
EXAMPLE:
8"W = 8" WATER
001
OH EXIST OVERHEAD ELECTRICAL
OR COMMUNICATION
UTILITY MONITORING POINT
GENERAL LEGEND
NEW FACILITIES (SOLID)
EXISTING (SCREENED)
REMOVE EXISTING EQUIPMENT
OR MATERIALS
WATER SURFACE
CENTERLINE
FUTURE REMOVAL
TO BE BUILT FOR
HIDDEN LINE OR
FUTURE IMPROVEMENTS
NUMBER OR POUND
DEFLECTION
PLUS OR MINUS
NOTE DESIGNATION
PLATE OR PROPERTY LINE
ROUND OR DIAMETER
±
M
Ø
%
SUM
PERCENT
PL
#
2
CENTER LINECL
&
ANGLE
AND
RIGHT OF WAY, PROPERTY LINE
OR MATCH LINE
PLUS OR MINUS+-
CASING
EXIST FORCEMAIN12"FM
SHT NO
GENERAL
CIVIL
DRAWING TITLEDWG NO
Call:811
DETAILS
MECHANICAL
SYMBOLS
DEMOLITION
BYPASS PLANS
1
2
3
4
5
6
7
8
9
10
11
12
G1001
G1002
G1003
G1004
D1001
D1002
C1001
C1002
C1003
C1004
C1005
C1006
C5001
C5002
C5003
C5004
C5005
C5006
C5007
C5008
C5009
C7001
C7002
C9001
C9002
C9003
C9004
C9005
M4001
M4002
M4003
M4004
57B-NP-140
TC1001
TC1002
TC1003
TC1004
TC1005
TC1006
TC1007
TC1008
TC1009
TC1010
TC1011
TC1012
TC1013
TC1014
TC1015
TC1016
TC1017
COVER SHEET
INDEX OF DRAWINGS, LEGEND AND SYMBOLS
OC SAN GENERAL NOTES AND UTILITY AND AGENCY INDEX
ABBREVIATIONS AND CONSTRUCTION NOTES
EXISTING PIPE AND MANHOLE ABANDONMENT PLAN
VALVE VAULT DEMOLITION PLAN
SITE PLAN
YARD PIPING PLAN
YARD PIPING SECTIONS
MACARTHUR BLVD PLAN AND PROFILE FROM STA 10+00 TO STA 18+00
MACARTHUR BLVD PLAN AND PROFILE FROM STA 18+00 TO STA 27+00
MACARTHUR BLVD PLAN AND PROFILE FROM STA 27+00 TO STA 30+35.42
DISCHARGE STRUCTURE CONSTRUCTION DETAILS
MANHOLE CONSTRUCTION DETAILS (72-INCH)
OC SAN STANDARD DETAILS (GAS FLAP)
OC SAN STANDARD DETAILS (MANHOLE COVERS)
OC SAN STANDARD DETAILS (MH , TRENCH, & DRIVE DETAILS)
MANHOLE ABANDONMENT DETAILS
TRENCH SECTIONS
MISCELLANEOUS DETAILS
CIVIL SITE DETAILS
MACARTHUR BLVD PAVING AND STRIPING PLAN
MACARTHUR BLVD PAVING AND STRIPING PLAN
TEMPORARY FLOW - TEMPORARY PUMPS
TEMPORARY FLOW - EXISTING FACILITY PUMPS
TEMPORARY FLOW - DURING VAULT CONSTRUCTION
TEMPORARY FLOW - FINAL FORCE MAIN CONNECTION
TEMPORARY FLOW - REMOVAL OF TEMPORARY PUMPING EQUIPMENT
VALVE VAULT PLAN
VALVE VAULT SECTIONS
CLEANOUT VAULT PLAN AND SECTION
TEMPORARY BY-PASS PLAN AND SECTION
PROCESS AND INSTRUMENTATION DIAGRAM
GENERAL NOTES & KEY PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
13
14
15
16
17
18
19
20
21
22
23
29
30
31
32
32A
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
TRAFFIC CONTROL
PAVING AND STRIPING
24
25
26
27
28
PIPE MATERIAL TRANSISTION
CONCRETE
INSTRUMENTATION
G1002
2
INDEX OF DRAWINGS, LEGEND,
AND SYMBOLS,
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
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DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
S-5317-S
OC SAN GENERAL NOTES
1.ALL WORK AND MATERIALS SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND PLANS, LOCAL, STATE AND FEDERAL
JURISDICTIONAL AGENCY STANDARD PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION). WHERE CONFLICT OCCURS MOST STRINGENT REQUIREMENT SHALL APPLY.
2. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY SANITATION DISTRICT (OC SAN) AND THE APPLICABLE CITY FIELD
REPRESENTATIVES AT LEAST FIVE (5) WORKING DAYS PRIOR TO BEGINNING OF CONSTRUCTION. NO FACILITY SHALL BE
BACKFILLED UNTIL INSPECTED BY OC SAN.
3. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE
HELD PRIOR TO START OF WORK.
4. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS, SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION
PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS.
5. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE PERMIT AND LICENSE REQUIREMENTS OF THE AGENCIES
HAVING JURISDICTION AND THE CONTRACT DOCUMENTS.
6. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (811) TWO TO FOURTEEN WORKING DAYS PRIOR TO ANY
EXCAVATION. CONTRACTOR SHALL ENSURE THAT ALL UTILITY COMPANIES HAVE MARKED THEIR UTILITIES PRIOR TO
EXCAVATION.
7. THE EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS AND PRELIMINARY RESEARCH. THE
PRELIMINARY INVESTIGATION WAS CONDUCTED ACCORDING TO CI/ASCE 38-02. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD (POTHOLE AND SURVEY) OF ALL
UTILITY CROSSINGS AND ALL POINTS OF CONNECTION, INCLUDING ALL SERVICE CONNECTIONS, LATERALS, AND PARALLEL
UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION. CONTRACTOR SHALL POTHOLE ALL UTILITIES BEFORE EXCAVATION
BEGINS.
8. ALL CONCRETE SIDEWALKS OR CURBS TO BE REMOVED AND REPLACED SHALL BE SAWCUT TO THE NEAREST
TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN
CONFORMANCE WITH THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION. ALL CONCRETE SURFACES SHALL
CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURB AND WALKS.
9. CONTRACTOR SHALL PERFORM PRE-CONSTRUCTION SURVEY PRIOR TO MOBILIZING TO THE SITE PER THE SPECIFICATION
SECTION 01325.
10. NOT ALL TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD VERIFY
LOCATION OF ALL TRAFFIC SIGNAL LOOPS, CONFIRM TRAFFIC SIGNAL LOOP LOCATIONS WITH THE CITIES, AND PROTECT
IN PLACE ALL LOOPS, UNLESS THEY ARE TO BE REPLACED OR ABANDONED.
11. SURPLUS AND MATERIAL REMOVED WHICH IS NOT SUITABLE FOR USE IN THIS PROJECT SHALL BECOME THE PROPERTY OF
THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION
ACCEPTABLE TO ALL CONTROLLING AGENCIES. SURPLUS AND MATERIAL SHALL BE DISPOSED OF AT THE CONTRACTOR'S
EXPENSE.
12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE REGIONAL WATER QUALITY CONTROL BOARD AND THE
CONTRACT DOCUMENTS.
13. THE CONTRACTOR SHALL INFORM OC SAN PUBLIC OUTREACH/ RESIDENT ENGINEER OF CONSTRUCTION ACTIVITIES
IMPACTING RESIDENTS, BUSINESSES, SCHOOLS, AND GENERAL PUBLIC A MINIMUM OF TWO WEEKS PRIOR TO
PERFORMING ANY WORK. THESE REQUIREMENTS ARE IN ADDITION TO ANY OTHER REQUIREMENTS SET FORTH BY THE
CITIES. THE CONTRACTOR SHALL PROVIDE A COMPLETE DESCRIPTION OF THE CONSTRUCTION WORK TO TAKE PLACE AND
PROVIDE INFORMATION ON THE IMPACTED AREA. IF UNEXPECTED WORK ARISES AND A TWO-WEEK NOTIFICATION IS NOT
POSSIBLE, THE CONTRACTOR IS REQUIRED TO NOTIFY OC SAN PUBLIC OUTREACH/ RESIDENT ENGINEER AS SOON AS
POSSIBLE THEREAFTER AND ASSIST (IF NEEDED) WITH THE DISTRIBUTION OF NOTICES.
14. SPILLAGE RESULTING FROM HAULING OPERATIONS ALONG OR ACROSS ANY PUBLIC TRAVELED WAY SHALL BE REMOVED
IMMEDIATELY BY THE CONTRACTOR AT ITS EXPENSE. STREETS ALONG THE HAUL ROUTE SHALL BE SWEPT OR WASHED
DAILY, WITH VACUUM SWEEPER TRUCKS USING WATER, DURING EACH DAY OF HAULING OPERATIONS.
15. UNATTENDED OPEN CUT EXCAVATIONS WITHIN THE STREET ROW SHALL BE PLATED PER SECTION 01510-2.2 AND THE CITY
OF NEWPORT BEACH REQUIREMENTS. UNATTENDED OPEN CUT EXCAVATIONS WITHIN EXISTING OC SAN EASEMENT SHALL
HAVE A STANDING 6-FOOT TALL CHAIN LINK FENCE AROUND THE PERIMETER OF THE EXCAVATION PER SECTION 01510-3.7.
16. THE CONTRACTOR SHALL PERFORM PRE- AND POST-SURVEYS WITH A LICENSED SURVEYOR, TIE DOWN SURVEYS OF
SURVEY MONUMENTS, REMOVAL AND DISPOSAL OF SURVEY MONUMENTS DESTROYED DURING CONSTRUCTION AND
RESTORATION OF SURVEY MONUMENTS PER LOCAL OR COUNTY REQUIREMENTS. THE CONTRACTOR SHALL FOLLOW
LOCAL AND COUNTY AGENCIES' REQUIREMENTS WITHIN THEIR JURISDICTION.
17. HAZARDOUS MATERIALS SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH SPECIFICATIONS SECTION 01900.
ASBESTOS PIPE DISPOSAL SHALL BE COORDINATED THROUGH OC SAN SAFETY.
SOUTHERN CALIFORNIA EDISON NOTES
Call:811
AT&T TRANSMISSION ANGELA JOHNSON 571-218-9458 AJ1731@ATT.COM
CITY OF NEWPORT BEACH MIKE SINACORI 949-644-3342 MSINACORI@NEWPORTBEACHCA.GOV
COX COMMUNICATIONS NOC WEST 877-696-1662 NOCWESTSHARED@COX.COM
IRWD VU TRAN 949-724-6358 VTRAN@CITYOFIRVINE.ORG
LEVEL 3 COMMUNICATIONS / COX TECH ON DUTY 877-366-8344 CABLEPROTECTIONMGMT@CENTURYLINK
- .COM
MCI (VERIZON BUSINESS)MCI OPERATOR 888-213-1418 ASG.INVESTIGATIONSTEAM@ASGINC.US
OC SAN WILLIAM CASSIDY 714-593-7641 WCASSIDY@OCSAN.GOV
SO CAL EDISON EDWARD BELTRAN 888-213-1418 MAPREQUESTS@SCE.COM
SPECTRUM DON SIMONS 714-591-4871 DL-SOCAL-CHARTER-ENGINEERING@
CHARTER.COM
ZAYO FNA ABOVENET DISPATCH 801-364-1063 CODY.KLAUS@STAKECENTER.COM
UTILITY AND AGENCY INDEX
DISCLAIMER: SOUTHERN CALIFORNIA EDISON NOTES APPLY TO SCE ELECTRICAL LINES.
1. PROTECT IN PLACE ALL EXISTING UNDERGROUND AND OVERHEAD STRUCTURES. MAINTAIN A MINIMUM CLEARANCE
FROM ENERGIZED LINES PER SCE TRANSMISSION MAIN CONSTRAINTS AND GUIDELINES AND PER NEC
REQUIREMENTS.
2. SOUTHERN CALIFORNIA EDISON NOTES ONLY APPLY TOWARDS IMPROVEMENTS OWNED BY SOUTHERN CALIFORNIA
EDISON.
3. CONTRACTOR TO COORDINATE COMPLIANCE WITH SOUTHERN CALIFORNIA EDISON ENGINEER, THROUGH THE
ENGINEER.
UTILITY CONTACT INFORMATION
OWNER CONTACT PHONE EMAIL
G1003
3
OC SAN GENERAL NOTES
AND UTILITY AND AGENCY INDEX
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
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:
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:
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2
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2
5
p
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:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
S-5317-S
CONSTRUCTION NOTESABBREVIATIONS
Call:811
ABAND
AC
AVE
BC
BLVD
CATV
CL
CO
CONC
CONB
DEMO
DIA
DWG
EC
EL
ELEC
EPDM
EQUIP
EW
EX / EXIST
FBEL&CMC
FBEL&EC
FL
FG
FLG or FLG'D
FRP
FS
GBR
HDPE
HORIZ
ID
INV
LR
MAX
MH
MIN
MM
No. or #
NTS
OC SAN
OD
PC
PCC
PE
PL
PVC
R
REQ
R/W
SCE
SPEC
SFM
SS
ST
TC
TS
TYP
U/G
WAT
VCP
&
#
@
ABANDONED
ASPHALT/ CONCRETE
AVENUE
BEGIN CURVE
BOULEVARD
CABLE TELEVISION
CENTERLINE
CLEAN OUT
CONCRETE
CITY OF NEWPORT BEACH
DEMOLITION
DIAMETER
DRAWING
END CURVE
ELEVATION
ELECTRICAL
ETHYLENE PROPYLENE DIENE MONOMER
EQUIPMENT
EACH WAY
EXISTING
FUSION BONDED EPOXY LINED & CEMENT MORTAR COATED
FUSION BONDED EPOXY LINED & EPOXY COATED
FLOW LINE
FINISHED GRADE
FLANGE
FIBERGLASS REINFORCED PIPE
FINISHED SURFACE
GRADE BREAK
HIGH DENSITY POLYETHYLENE
HORIZONTAL
INSIDE DIAMETER
INVERT
LONG RADIUS
MAXIMUM
MANHOLE
MINIMUM
MILLIMETER
NUMBER
NOT TO SCALE
ORANGE COUNTY SANITATION DISTRICT
OUTSIDE DIAMETER
POLYMER CONCRETE
POINT OF COMPOUND CURVE
PLAIN END
PROPERTY LINE
POLYVINYL VINYL CHLORIDE
RADIUS
REQUIRED
RIGHT-OF-WAY
SOUTHERN CALIFORNIA EDISON
SPECIFICATIONS
SEWER FORCE MAIN
SANITARY SEWER or STAINLESS STEEL
STREET
TOP CURB
TOP OF STRUCTURE
TYPICAL
UNDERGROUND
WATER
VETRIFIED CLAY PIPE
AND
NUMBER OR POUND
AT
G1004
4
ABBREVIATIONS AND
CONSTRUCTION NOTES
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
G
0
0
0
4
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
2
6
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
1 INSTALL 18" VCP SEWER PIPE PER DETAIL 1 ON DRAWING C5007
2 INSTALL DUAL 10-INCH HDPE FORCE MAINS PER DETAIL 2 ON DRAWING C5007
3 INSTALL 10" FBEL & CMC STEEL PIPE
4 INSTALL 6" FBEL & CMC STEEL PIPE
5 FLANGED 6" EPDM RUBBER DUCKBILL CHECK VALVE PER SECTION 15100
6 INSTALL 10" FBEL & EC STEEL PIPE
7 INSTALL 45° FLANGED ELBOW AND DISMANTLING JOINT TO CONNECT TO NEWLY CONSTRUCTED
HDPE FORCEMAIN
8 INSTALL 10" X 6" FBEL & EC STEEL TEE (FE X FE X PE)
9 INSTALL 10" DISMANTLING JOINT
10 INSTALL 10" PLUG VALVE WITH 2" SQUARE NUT OPERATOR
11 INSTALL 10" FBEL & EC STEEL TEE ROTATED VERTICAL WITH 10" PLUG VALVE, BLIND FLANGE, AND
AIR VALVE
12 INSTALL 10" COUPLING (RESTRAINED)
13 INSTALL 6" FBEL & EC STEEL PIPE (FE X GE) (GE X PE)
14 INSTALL 6" FBEL & EC STEEL WYE (PE X FLG)
15 INSTALL 6" PLUG VALVE WITH 2" SQUARE NUT OPERATOR
16 INSTALL 6" VICTAULIC COUPLING (RESTRAINED)
17 CONSTRUCT PIPE WALL PENETRATION PER DETAIL 5 ON DRAWING C5008
18 INSTALL 10" FBEL & CMC STEEL WYE (PE)
19 FURNISH PRECAST CONCRETE VALVE VAULT WITH ACCESS HATCHES AND SUMP. VALVE VAULT
SHALL BE WATERPROOF COATED PER SPECIFICATIONS
20 INSTALL 6"-45° FBEL & CMC (PE) STEEL ELBOW
21 INSTALL 8"X6" FBEL & CMC (PE) STEEL TEE
22 INSTALL 6" FBEL & CMC (PE) STEEL WYE
23 INSTALL 10-INCH 45 DEGREE HDPE FABRICATED 3-PIECE ELBOW (PE)
24 INSTALL 10"-45° FBEL & CMC (PE) STEEL ELBOW
25 INSTALL 10"X8" FBEL & CMC (PE) STEEL TEE
26 INSTALL 10"X8" FBEL & CMC (PE) STEEL WYE
27 INSTALL 10" TRANSITION COUPLING (RESTRAINED)
28 INSTALL 6" COUPLING (RESTRAINED)
29 INSTALL 10" FBEL & CMC 90° STEEL ELBOW
30 INSTALL 10"X12" DI FLG'D 90° REDUCING ELBOW
31 INSTALL 10" FBEL & CMC 45° STEEL ELBOW
32 INSTALL 12" FBEL & CMC DUCTILE IRON PIPE (PE X FLG)
40 INSTALL 6" FLG'D STEEL PLUG VALVE WITH 2" SQUARE NUT OPERATOR
41 INSTALL 12" TRANSITION COUPLING (RESTRAINED)
50 CONSTRUCT 84" I.D. DISCHARGE STRUCTURE PER DETAIL 1 ON DRAWING C5001
51 CONSTRUCT 72" I.D. POLYMER CONCRETE MANHOLE PER DETAIL 1 ON DRAWING C5002
52 CLEANOUT VAULT STRUCTURE PER DETAIL 1 ON DRAWING M4003
53 VALVE VAULT PER DETAIL 1 ON DRAWING M4001
54 CAN LID SHALL BE BOLTED DOWN AND LOCKABLE
55 DRIVE APPROACH / SIDEWALK REPLACEMENT
56 12" DIAMETER FACTORY "KNOCK-OUT" CAST INTO VAULT
70 ABANDON IN PLACE EXISTING 12" FORCE MAIN AND GROUT FILL PER SECTION 02278
71 ABANDON IN PLACE EXISTING MANHOLE PER DETAIL 3 ON DRAWING C5006
72 REMOVE EXISTING INTERFERING PORTIONS OF CONCRETE MEDIAN
73 DEMOLISH EXISTING VALVE VAULT
74 PROTECT IN PLACE EXISTING PUMP STATION
75 REMOVE EXISTING PIPELINE, VALVES, FITTINGS, AND APPURTANENCES IN ACCORDANCE WITH
HAZARDOUS MATERIALS SPECIFICATION SECTION 01900
76 ABANDON IN PLACE EXISTING 27" VCP SEWER AND 54" STEEL CASING
77 ABANDON IN PLACE EXISTING MANHOLE PER DETAIL 2 ON DRAWING C5006
80 PROTECT IN PLACE
81 REPLACE IN KIND EXISTING CONCRETE MEDIAN PER DETAIL 3 ON DRAWING C5009
82 CONCRETE PAD REPLACEMENT
83 REMOVE AND REPLACE GUARD POSTS AND CHAIN
84 METAL SLEEVE FOR 1-5/8" DIAMETER REMOVABLE HANDRAIL. SLEEVE SHALL HAVE HINGED COVER
FOR DEBRIS INTRUSION PREVENTION
S-5317-S
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
D
1
0
0
1
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
2
2
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
D1001
5
EXISTING PIPE AND MANHOLE
ABANDONMENT PLAN
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
BIRCH STREET MACARTHUR BLVD
SCALE: 1" = 40'
0 40 12080
Call:811
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED REFER TO DRAWING G1003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. SURVEY ALL MEDIANS PRIOR TO DEMOLITION.
BIRCH STREET
PRIVATE DRIVE
PRIVATE DRIVE
CORINTHIAN WAY MACARTHUR BLVD PRIVATE DRIVE
LEGEND:
(TO BE ABANDONED IN PLACE)
(TO BE REMOVED AND REPLACED)
(TO BE DEMOLISHED)
CONSTRUCTION NOTES
70 ABANDON IN PLACE EXISTING 12" FORCE MAIN
AND GROUT FILL PER SECTION 02278
71 ABANDON IN PLACE EXISTING MANHOLE PER
DETAIL 3 ON DRAWING C5006
72 REMOVE EXISTING INTERFERING PORTIONS OF
CONCRETE MEDIAN
73 DEMOLISH EXISTING VALVE VAULT
74 PROTECT IN PLACE EXISTING PUMP STATION
76 ABANDON IN PLACE EXISTING 27" VCP SEWER
AND 54" STEEL CASING
77 ABANDON IN PLACE EXISTING MANHOLE PER
DETAIL 2 ON DRAWING C5006
53
.
9
53
.
2
50
.
2
53
.
3
53
.
7
53
.
8
56
.
6
56
.
8
56
.
9
54
.
6
52
.
8
52
.
6
52
.
1
53
.
5
52
.
6
53
.
1
52
.
3
53
.
1
52
.
7
52
.
3
53
.
1
52
.
6
53
.
5
53
.
5
52
.
3
52
.
8
53
.
4
52
.
5
51
.
4
53
.
6
53
.
8
53
.
5
53
.
4
52
.
3
51
.
1
50
.
7
49
.
3
49
.
6
49
.
6
50
.
7
52
.
2
52
.
4
53
.
5
53
.
6
53
.
6
53
.
7
52
.
6
52
.
4
52
.
5
53
.
5
53
.
2
49
.
1
50
.
4
53
.
4
53
.
9
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
EX MH
CITY OF
NEWPORT
BEACH
STREET
EX MH
SUN0155-0221
72EX RAISED
CONCRETE
MEDIAN
EX BUS STOP 70EX 12" FM
(TO BE ABANDONED)
EX MH
SUN0155-0220
EX MH
SUN0155-0215
77
71
72EX RAISED
CONCRETE
MEDIAN
R/W
R/W
EX 27" SS76
EX 12" SS 70
20
'
EX OC SAN
EASEMENT
8''SS
8''SS
12''SS 12''SS
27
'
'
S
S
27
'
'
S
S
27
'
'
S
S
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
3
C5006
2
C5006
1
C5006
EX MH CITY OF
NEWPORT
BEACH
45
.
9
46
.
5
46
.
6
45
.
2
45
.
4
46
.
3
47
.
6
49
.
2
50
.
7
53
.
5
50
.
6
50
.
7
51
.
2
51
.
3
51
.
1
50
.
8
50
.
8
50
.
5
54
.
9
54
.
4
54
.
3 54
.
2
54
.
4
45
.
5
45
.
8
46
.
7
46
.
9
46
.
4
46
.
5
45
.
3
46
.
1
47
.
4
47
.
6
47
.
9
47
.
5
47
.
8
46
.
1
48
.
4
48
.
6
48
.
4
48
.
8
49
.
4
49
.
8
49
.
6
50
.
8
50
.
4
50
.
3
50
.
8
50
.
3
51
.
3
51
.
7
51
.
8
51
.
7
51
.
3
52
.
4
52
.
8
52
.
4
52
.
853
.
2
52
.
4
52
.
7
53
.
6
53
.
5
52
.
6
52
.
9
53
.
6
53
.
3
52
.
6
51
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
EDISO
N70EX 12" FM
(ABAND)
73 DEMOLISH
EX VALVE
VAULT
EX MH
SUN0155-0290
EX MH
SUN0155-0285
74EX PUMP
STATION
72EX RAISED
CONCRETE
MEDIAN
EX 12" FM
STREET
EX OC SAN
EASEMENT
R/W
R/W
20
'
EX OC SAN
EASEMENT
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EX SCE
EASEMENT
S-5317-S
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
D
1
0
0
2
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
2
3
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
D1002
6
VALVE VAULT
DEMOLITION PLAN
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
SCALE: 1" = 4'
0 4 128
Call:811
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED. REFER TO DRAWING G0003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. ELEVATIONS ARE APPROXIMATE BASED ON AERIAL
TOPOGRAPIC SURVEY. THE CONTRACTOR SHALL
PERFORM A FIELD SURVEY OF THE EXISTING
STATION AND MANHOLES TO CONFIRM ELEVATIONS
AND LOCATION OF ALL STRUCTURES AND THEIR
LIMITS. CONTRACTOR SHALL IDENTIFY AND NOTIFY
ENGINEER OF CHANGES IN ELEVATION OF
FLATWORK, AND LOCATIONS OF APPURTANENCES
WITHIN THE AREA OF WORK.
4. PROTECT EXISTING LANDSCAPING AND IRRIGATION
IF LANDSCAPING CANNOT BE PROTECTED,
CONTRACTOR SHALL REPLACE IN KIND.
5. PROTECT EXISTING CMU WALL IN PLACE. IF WALL
CANNOT BE PROTECTED, CONTRACTOR SHALL
REMOVE AND REPLACE IN KIND.
LEGEND:
(TO BE REMOVED)
(TO BE DEMOLISHED)
(TO BE ABANDONED IN PLACE)
MACARTHUR BLVD
NOTES:
1. CONTRACTOR SHALL TEST VALVE VAULT
FOR HAZARDOUS MATERIALS PER SECTION
01900, INCLUDING ASBESTOS IN THE
CONCRETE AND ASPHALT.
2. ALL HAZARDOUS MATERIALS REQUIRING
HANDLING AND REMOVAL FROM SITE SHALL
BE CONDUCTED IN ACCORDANCE WITH
SECTION 01900
EXISTING VALVE VAULT DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
CONSTRUCTION NOTES
70 ABANDON IN PLACE EXISTING 12" FORCE MAIN AND
GROUT FILL PER SECTION 02278
73 DEMOLISH EXISTING VALVE VAULT
74 PROTECT IN PLACE EXISTING PUMP STATION
75 REMOVE EXISTING PIPELINE, VALVES, FITTINGS,
AND APPURTANENCES IN ACCORDANCE WITH
HAZARDOUS MATERIALS SECTION 01900
80 PROTECT IN PLACE
21''SS
21''SS
12''FM
1
2
'
'
F
M
1
2
'
'
F
M
12''FM 12''FM 12''FM
EEEEEEEE E E E E
E
E
E
E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
12
'
'
S
D
TS TS TS
ED
I
S
O
N
SD SD
73DEMOLISH
AND REMOVE
EX VALVE
VAULT
EX PUMP
STATION
EX 12" FM
(ABAND)
EX 12" LR
ELBOW
EX 12" PIPE
R/W
EX
U/G WALL
EX WALL
EX DRIVEWAY
R
E
M
O
V
E
E
X
PI
P
I
N
G
A
N
D
A
P
P
U
R
T
A
N
E
N
C
E
S
70
80
80
80
80
74 80
8'±
8'-
6
"
±
2
8
'
±
7
5
EDGE OF
LAWN
EDGE OF
LAWN
20
'
EA
S
E
M
E
N
T
EX STREET
LIGHT
EX WALL
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX CURB &
GUTTER
EX CONC WALK
EX R/W
EX PULL BOX EX WATER METER BOX
EX ELECTRICAL
HATCH
EX TELECOM RISER
EX ELEC
EX 18" SD
LIMITS OF EXISTING
CONCRETE REMOVAL
EX TRAFFIC
SIGNAL PULL
BOX
3'
-
3
"
REMOVE EX
STEEL GAURD
POST
REMOVE EX
STEEL GUARD
POST
REMOVE EX
STEEL CHAIN
80 80
80
8'
-
1
"
EX
C
O
N
C
R
E
T
E
(T
O
B
E
D
E
M
O
L
I
S
H
E
D
AN
D
R
E
M
O
V
E
D
)
SAWCUT
LINE
EX CONCRETE
(TO REMAIN)
LANDSCAPING
(SEE NOTE 4)
EX CMU WALL
(SEE NOTE 5)
LANDSCAPING
(SEE NOTE 4)
11
'
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX SCE
EASEMENT
SAWCUT
LINE
S-5317-S
SD
ED
I
S
O
N
EX CURB &
GUTTER
EX CONC WALK
EX LANDSCAPE (TYP)
EX VALVE BOX
EX PULL BOX EX WATER METER BOX
EX TELECOM BOX
EX TELECOM RISER
EX ELECTRICAL
HATCH
EX PUMP STATION
HATCH/ STAIR CASE
EX
HATCH
EX ELEC
PULL BOX
EX DRAIN BOX
EX MH
EX AIR VENTEX AIR VENT
EX ELEC
EQUIPMENTEX EQUIP PAD
EX WALL EX WALL
TS
TS TS TS TS TS TS TS TS TS TS
SUN0155-0285
EDGE OF
LAWN
EDGE OF
LAWN
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX STREET LIGHT
EX CONC WALK
EX R/W
EA
S
E
M
E
N
T
EX OC SAN
EASEMENT
11
'
EX OC SAN
EASEMENT
SFM VALVE
VAULT
EX RAIL
1
C5009
20
'
EX TRAFFIC
SIGNAL PULL
BOX
1
M4001
41
83
82
1
C5009
80
80
80
80
80
80
80
54
8'
-
1
"
LIMITS OF CONCRETE
REPLACEMENT
EX SCE
EASEMENT
EX SCE
EASEMENT
EX OC SAN
EASEMENT
SAWCUT
LINE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
1
0
0
1
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
4
6
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MACARTHUR BOULEVARD
C1001
7
SITE PLAN
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
GENERAL NOTES:
1. ALL EXISTING LANDSCAPING DAMAGED BY
THE CONTRACTOR SHALL BE RESTORED
TO THEIR ORIGINAL CONDITION.
CONSTRUCTION NOTES
41 INSTALL 12" TRANSITION COUPLING
(RESTRAINED)
54 CAN LID SHALL BE BOLTED DOWN
AND LOCKABLE
80 PROTECT IN PLACE
82 CONCRETE PAD REPLACEMENT
83 REMOVE AND REPLACE GUARD
POSTS AND CHAIN
S-5317-S
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM
12'
'
F
M
12
'
'
F
M
12''FM
12''FM
12'
'
F
M
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
TS
TS TS TS TS TS TS TS TS TS
S
D
ED
I
S
O
N
EX DRIVEWAY
1
M4001
SFM VALVE
VAULT
EX
HATCH
EX ELEC
PULL BOX
(SEE NOTE 1)
EX DRAIN BOX
(SEE NOTE 1)
EX MH
EX AIR VENTEX AIR VENT
EX RAIL
EX ELEC
EQUIPMENTEX EQUIP
PAD
EX LANDSCAPE (TYP)
EX CONC WALK
4
24
3
27
3
28
27
28
EX WALL
EX STREET LIGHT
13'
4
20
EX WALL
EX WALL EX WALL
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
NOTE:
SUBGRADE SHALL BE INSPECTED BY GEOTECH
ENGINEER PRIOR TO INSTALLATION OF BASE
MATERIAL.
EX PULL BOX EX WATER METER BOX EX TELECOM RISER
EX OC SAN
EASEMENT
EX CURB &
GUTTER
EX GUARD
POST (TYP)
EX OC SAN
EASEMENT
EX CONC WALK
EX R/W
20
'
EA
S
E
M
E
N
T
EX TELECOM BOX
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
2'-4
"
3'
11
'
-
8
"
4'-
8
"
FOR CONTINUATION
SEE DRAWING M4001
STA 30+26.53
FOR CONTINUATION
SEE DRAWING C1006
9
9
3
3
27
18
INSTALL FLANGE
INSULATING KIT
4'
-
1
1
"
EX PUMP
STATION
HATCH/
STAIR CASE2'
2'2'
EX TRAFFIC PB
EX 2" TRAFFIC CONDUIT
24
31
FOR CONTINUATION
SEE DRAWING M4001
23'-6"
EX OC SAN
EASEMENT
EX SCE
EASEMENT
EX SCE
EASEMENT3029
SEWAGE BYPASS
(PUMP ON TRAILER)
10" SUCTION PIPE
6" SUCTION PIPE
6" DISCHARGE PIPE
10" DISCHARGE PIPE
10" SUCTION PIPE
6" SUCTION PIPE
4
C5008
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
1
0
0
2
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
4
7
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MACARTHUR BOULEVARD
C1002
8
YARD PIPING PLAN
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
NOTES:
1. PROTECT IN PLACE OR TEMPORARILY
RELOCATE AS REQUIRED AND REPLACE
IN CURRENT LOCATION UPON
INSTALLATION OF FORCE MAIN DRAIN
PIPELINE.
C
C1003
AC1
0
0
3
B
C1003
CONSTRUCTION NOTES
3 INSTALL 10" FBEL & CMC STEEL PIPE
4 INSTALL 6" FBEL & CMC STEEL PIPE
9 INSTALL 10" DISMANTLING JOINT
18 INSTALL 10" FBEL & CMC STEEL WYE (PE)
20 INSTALL 6"-45° FBEL & CMC (PE) STEEL ELBOW
24 INSTALL 10"-45° FBEL & CMC (PE) STEEL ELBOW
27 INSTALL 10" TRANSITION COUPLING
(RESTRAINED)
28 INSTALL 6" COUPLING (RESTRAINED)
29 INSTALL 10" FBEL & CMC 90° STEEL ELBOW
30 INSTALL 10"X12" DI FLG'D 90° REDUCING ELBOW
31 INSTALL 10" FBEL & CMC 45° STEEL ELBOW
S-5317-S
10" HDPE DR17 PIPE
27 3 12
HO
R
I
Z
<
P
T
24
1'-8"
2'-25
8"
S=-0.0100
6
30
+
2
6
.
5
3
S=0.0000
19
FOR CONTINUATION
SEE DRAWING C1006
FOR CONTINUATION
SEE DRAWING M4001 EL 36.50
EL 30.75
19
EX ELEC
PULL BOX
EX SD INLET
DRAIN BOX
EX WET WELL
CONNECT TO
EX WET WELL
5
C5008
6" FBEL & CMC
STL DRAIN LINE
4'-11"
2'
2'-5"
1'-8"
28 20
20 28
4
4
HO
R
I
Z
<
P
T
HO
R
I
Z
<
P
T
11'-3"
1'
-
1
0
"
20 20
26'-0"
EX GROUND
SURFACE
13
FOR CONTINUATION
SEE DRAWING M4001
S=-0.0100
S=-0.0100
S
=
-
1
.
0
0
0
0
5
4"
MIN
(SEE NOTE 4)
EL 37.50
EL 26.98
EX 12" CI PIPE
299 3 18 3 27 39
30
INSULATING
FLG JOINT
4
C5008
11'-91
8"
4'-11 1/2"3'-0"
1'-51
8"
3'-
6
"
41 (SEE NOTES
1, 2, AND 3)
(SEE NOTE 4)
FOR CONTINUATION
SEE DRAWING M4001
32
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
1
0
0
3
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
4
9
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1/2"=1'-0"
0 2 64
Call:811
SECTION
SCALE: 1/2"=1'-0"
A
C1002
C1003
9
SECTIONS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
SECTION
SCALE: 1/2"=1'-0"
B
C1002
SECTION
SCALE: 1/2"=1'-0"
C
C1002
NOTES
1. CONTRACTOR SHALL EXCAVATE DOWN
AND EXPOSE PIPE AT LEAST 12" PAST
CONNECTION POINT.
2. CONTRACTOR SHALL REMOVE COATING
ON EXISTING CI PIPE AT LEAST 6" PAST
CONNECTION POINT.
3. CUT AND PREPARE PIPE PER TRANSITION
COUPLING MANUFACTURER
RECOMMENDATIONS
4. ELEVATION BASED ON MEASUREMENTS
FROM MACARTHUR PUMP STATION
RECORD DRAWINGS, CONTRACTOR TO
VERIFY.
CONSTRUCTION NOTES
3 INSTALL 10" FBEL & CMC STEEL PIPE
4 INSTALL 6" FBEL & CMC STEEL PIPE
5 FLANGED 6" EPDM RUBBER DUCKBILL CHECK VALVE
PER SECTION 15100
6 INSTALL 10" FBEL & EC STEEL PIPE
9 INSTALL 10" DISMANTLING JOINT
12 INSTALL 10" COUPLING (RESTRAINED)
13 INSTALL 6" FBEL & EC STEEL PIPE (FE X GE) (GE X PE)
18 INSTALL 10" FBEL & CMC STEEL WYE (PE)
19 FURNISH PRECAST CONCRETE VALVE VAULT WITH
ACCESS HATCHES AND SUMP. VALVE VAULT SHALL BE
WATERPROOF COATED PER SPECIFICATIONS
20 INSTALL 6"-45° FBEL & CMC (PE) STEEL ELBOW
24 INSTALL 10"-45° FBEL & CMC (PE) STEEL ELBOW
27 INSTALL 10" TRANSITION COUPLING (RESTRAINED)
28 INSTALL 6" COUPLING (RESTRAINED)
29 INSTALL 10" FBEL & CMC 90° STEEL ELBOW
30 INSTALL 10"X12" DI FLG'D 90° REDUCING ELBOW
32 INSTALL 12" FBEL & CMC DUCTILE IRON PIPE (PE X FLG)
41 INSTALL 12" TRANSITION COUPLING (RESTRAINED)S-5317-S
C1004
10
MACARTHUR BLVD
PLAN AND PROFILE
FROM STA 10+00 TO STA 18+00
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
1
0
0
4
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
0
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
PROFILE
VERT: 1" = 8'
HORIZ: 1" = 40'
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
MACARTHUR BLVD
13+00 14+00 15+00 16+00 17+00 18+00
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED REFER TO DRAWING G0003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. PROPOSED MH RIM ELEVATIONS ARE APPROXIMATE
BASED ON AERIAL TOPOGRAPHIC SURVEY. THE
CONTRACTOR SHALL PERFORM FIELD SURVEY AND
FIELD ADJUST RIM TO MATCH THE EXISTING FINISH
GRADE.
4. FORCEMAIN COORDINATES AND STATIONING ARE
BASED UPON TRENCH CENTERLINE BETWEEN DUAL
FORCEMAIN PIPELINES.
5. TRENCH CL TO FORCE MAIN CL.
6. FORCE MAIN CL TO FORCE MAIN CL.
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
5
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
5
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
4
-
A
BIRCH STREET
50
20
30
40
50
MACARTHUR BLVD
BIRCH STREET MACARTHUR BLVD
SCALE: 1" = 40'
0 40 12080
Call:811
20
30
40
0+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
5
BIRCH STREET
50
20
30
40
50
1 2
CONSTRUCTION NOTES
1 INSTALL 18" VCP SEWER PIPE PER DETAIL 1 ON
DRAWING C5007
2 INSTALL DUAL 10-INCH HDPE FORCE MAINS PER
DETAIL 2 ON DRAWING C5007
50 CONSTRUCT 84" I.D. DISCHARGE STRUCTURE PER
DETAIL 1 ON DRAWING C5001
51 CONSTRUCT 72" I.D. POLYMER CONCRETE
MANHOLE PER DETAIL 1 ON DRAWING C5002
52 CLEANOUT VAULT STRUCTURE PER DETAIL 1 ON
DRAWING M4003
81 REPLACE IN KIND EXISTING CONCRETE MEDIAN
PER DETAIL 3 ON DRAWING C5009
53
.
9
50
.
2
53
.
3
53
.
7 52
.
1
52
.
6
53
.
1
52
.
3
53
.
1
52
.
7
52
.
3
53
.
1
52
.
6
53
.
5
53
.
5
52
.
3
52
.
8
53
.
4
52
.
5
51
.
4
53
.
6
53
.
8
53
.
5
53
.
4
52
.
3
51
.
1
50
.
7
49
.
3
49
.
6
49
.
6
50
.
7
52
.
2
52
.
4
53
.
5
53
.
6
53
.
6
53
.
7
53
.
5
53
.
2
52
.
6
49
.
1
50
.
4
53
.
4
53
.
9
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
MACARTHUR WAY
12''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
24
'
'
S
D
A
B
A
N
TS
3''
G
FO FO
E
8''SS
12''SS 12''SS
27
'
'
S
S
27
'
'
S
S
27
'
'
S
S
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
12''W
12''W
12''W
12''W
8''W 8''W
E E E E E
8''W
CATV
CA
T
V
2'
-
4
"
1'-
2
"
51
50
52
2
1
1
1
+
0
0
12+00 13+00 14+00 15+00 16+00 17+00 18+00
CL DISCHARGE STRUCTURE
11+61.00
84" DIA MH
N 2190809.8616
E 6070443.6731
STA. 15+03.60
∠ PT=0°10'38"
N 2190468.9936
E 6070478.1269
11+80.75
CO STRUCTURE NO.1
CL MH #01
BEGIN PIPELINE
10+00.00
72" DIA MH
(DROP MANHOLE)
N 2190917.1743
E 6070563.6939
STREET
DUAL 10-INCH HDPE
FORCE MAINS
PIPE HORIZONTAL
CONTROL LINE
18" SEWER
EX RAISED
CONCRETE
MEDIAN
81EX RAISED
CONCRETE
MEDIAN
R/W
R/W
20
'
EASEMENT
81
(SEE NOTE 5)
(SEE NOTE 6)
53
.
9
50
.
2
53
.
3
53
.
7
53
.
8
56
.
8
52
.
1
52
.
6
53
.
1
52
.
3
53
.
1
52
.
7
52
.
3
53
.
1
52
.
6
53
.
5
53
.
5
52
.
3
52
.
8
53
.
4
52
.
5
51
.
4
53
.
6
53
.
8
53
.
5
53
.
4
52
.
3
51
.
1
50
.
7
49
.
3
49
.
6
49
.
6
50
.
7
52
.
2
52
.
4
53
.
5
53
.
6
53
.
6
53
.
7
53
.
5
53
.
2
52
.
6
49
.
1
50
.
4
53
.
4
53
.
9
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
MACARTHUR WAY
12''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
24
'
'
S
D
A
B
A
N
TS
FO FO
E
8''SS
12''SS 12''SS
27
'
'
S
S
27
'
'
S
S
27
'
'
S
S
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
12''W
12''W
12''W
12''W
8''W 8''W
E E E E E
8''W
CATV
CA
T
V
2'-
4
"
1'
-
2
"
51
50
52
2
1
1
1
+
0
0
12+00 13+00 14+00 15+00 16+00 17+00 18+00
CL DISCHARGE STRUCTURE
11+61.00
84" DIA MH
N 2190809.8616
E 6070443.6731
STA. 15+03.60
∠ PT=0°10'38"
N 2190468.9936
E 6070478.1269
11+80.75
CO STRUCTURE NO.1
CL MH #01
BEGIN PIPELINE
10+00.00
72" DIA MH
(DROP MANHOLE)
N 2190917.1743
E 6070563.6939
STREET
DUAL 10-INCH HDPE
FORCE MAINS
PIPE HORIZONTAL
CONTROL LINE
18" SEWER
SUN0155-0220
SUN0155-0221
(SEE DETAIL )
SUN0155-0215
2
C5006
EX RAISED
CONCRETE
MEDIAN
81EX RAISED
CONCRETE
MEDIAN
R/W
R/W
20
'
EASEMENT
81
(SEE NOTE 5)
(SEE NOTE 6)
10
+
4
7
.
1
5
EX
T
S
17+69.94
EX 24" RCP SD
(ABN)
BE
G
P
I
P
E
10
+
0
3
.
0
0
41
.
1
9
I
N
V
(D
R
O
P
M
H
)
EN
D
P
I
P
E
11
+
5
7
.
5
0
42
.
7
3
I
N
V
BE
G
P
I
P
E
11
+
6
4
.
5
0
43
.
4
0
I
N
V
11
+
7
7
.
5
0
44
.
2
9
I
N
V
11
+
8
4
.
0
0
44
.
2
8
I
N
V
S=+0.0100
S=+0.0681 S=-0.0018
15+03.60
HORIZ ∠ PT
43.70 INV
CL MH #01
10+00.00
RIM=49.36
CL DISCHARGE
STRUCTURE
11+61.00
RIM=52.09
EX
2
7
-
I
N
C
H
V
C
P
S
S
(3
6
.
8
8
)
I
N
V
11+80.75
CO STRUCTURE NO.1
RIM=52.07
10
+
9
1
.
2
0
EX
1
2
"
W
A
T
(T
O
P
4
5
.
5
7
)
10
+
2
4
.
4
5
EX
C
A
T
V
10
+
3
9
.
3
3
EX
E
L
E
C
(T
O
P
4
6
.
8
6
)
10
+
6
6
.
6
5
EX
F
O
(T
O
P
4
1
.
3
2
)
10
+
6
3
.
1
1
EX
F
O
1'
6"
MI
N
MI
N
51 52
50
EX GRADE @ ℄ OF
DUAL 10-INCH HDPE
FORCE MAINS
S-5317-S
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
1
0
0
5
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
0
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
PROFILE
VERT: 1" = 8'
HORIZ: 1" = 40'
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C1005
11
MACARTHUR BLVD
PLAN AND PROFILE
FROM STA 18+00 TO STA 27+00
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
MACARTHUR BLVD
CORINTHIAN WAY
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
6
SCALE: 1" = 40'
0 40 12080
Call:811
20
30
40
50
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
6
20
30
40
50
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED REFER TO DRAWING G0003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. PROPOSED MH RIM ELEVATIONS ARE APPROXIMATE
BASED ON AERIAL TOPOGRAPHIC SURVEY. THE
CONTRACTOR SHALL PERFORM FIELD SURVEY AND
FIELD ADJUST RIM TO MATCH THE EXISTING FINISH
GRADE.
4. FORCE MAIN COORDINATES AND STATIONING ARE
BASED UPON TRENCH CENTERLINE BETWEEN DUAL
FORCEMAIN PIPELINES.
5. TRENCH CL TO FORCE MAIN CL.
6. FORCE MAIN CL TO FORCE MAIN CL.
SE
E
D
R
A
W
I
N
G
C
1
0
0
4
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
4
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
6
HOTEL ACCESS
CORINTHIAN WAY
MACARTHUR BLVD
HOTEL ACCESS
SE
E
D
R
A
W
I
N
G
C
1
0
0
4
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
CONSTRUCTION NOTES
2 INSTALL DUAL 10-INCH HDPE FORCE MAINS PER DETAIL
2 ON DRAWING C5007
52 CLEANOUT VAULT STRUCTURE PER DETAIL 1 ON
DRAWING M4003
81 REPLACE IN KIND EXISTING CONCRETE MEDIAN PER
DETAIL 3 ON DRAWING C5009
50
.
7
53
.
5
50
.
6
50
.
7
51
.
2
51
.
3
51
.
1
50
.
8
50
.
8
50
.
5
48
.
4
48
.
6
48
.
4
48
.
8
49
.
4
49
.
8
49
.
6
50
.
8
50
.
4
50
.
3
50
.
8
50
.
3
51
.
3
51
.
7
51
.
8
51
.
7
51
.
3
52
.
4
52
.
8
52
.
4
52
.
8
53
.
2
52
.
4
52
.
7
53
.
6
53
.
5
52
.
6
52
.
9
53
.
6
53
.
3
52
.
8
52
.
6
52
.
1
53
.
5
51
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W
FO FOFOFOFO FO FO
E E E E
W
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FMEEEEEEE
STREET
DUAL 10-INCH HDPE
FORCE MAINS
PIPE HORIZONTAL
CONTROL LINE
2'-
4
"
1'
-
2
"
2
52
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
STA. 18+76.28
∠ PT=1°06'49"
N 2190098.3277
E 6070516.7519
20+10.00
CO STRUCTURE NO.281EX RAISED
CONCRETE
MEDIAN R/W
R/W
20
'
EASEMENT
81EX RAISED
CONCRETE
MEDIAN
(SEE NOTE 5)
(SEE NOTE 6)
50
.
7
53
.
5
50
.
6
50
.
7
51
.
2
51
.
3
51
.
1
50
.
8
50
.
8
50
.
5
54
.
9
48
.
4
48
.
6
48
.
4
48
.
8
49
.
4
49
.
8
49
.
6
50
.
8
50
.
4
50
.
3
50
.
8
50
.
3
51
.
3
51
.
7
51
.
8
51
.
7
51
.
3
52
.
4
52
.
8
52
.
4
52
.
853
.
2
52
.
4
52
.
7
53
.
6
53
.
5
52
.
6
52
.
9
53
.
6
53
.
3
52
.
8
52
.
6
52
.
1
53
.
5
51
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W
FO FOFOFOFO FO FO
E E E E
W
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FMEEEEEEE
STREET
DUAL 10-INCH HDPE
FORCE MAINS
PIPE HORIZONTAL
CONTROL LINE
2'
-
4
"
1'
-
2
"
2
52
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
STA. 18+76.28
∠ PT=1°06'49"
N 2190098.3277
E 6070516.7519
20+10.00
CO STRUCTURE NO.281EX RAISED
CONCRETE
MEDIAN R/W
R/W
20
'
EASEMENT
81EX RAISED
CONCRETE
MEDIAN
(SEE NOTE 5)
(SEE NOTE 6)
2
52
20
+
0
6
.
7
7
42
.
8
0
I
N
V
20
+
1
3
.
2
7
42
.
7
9
I
N
V
25
+
5
2
.
0
0
41
.
8
2
I
N
V
∠ P
T
=
0
.
1
1
4
4
°
S=-0.0018
18+76.28
HORIZ ∠ PT
43.03 INV
20+10.00
CO STRUCTURE NO.2
RIM=53.59
S=-0.0100
EX GRADE @ ℄ OF
DUAL 10-INCH HDPE
FORCE MAINS
S-5317-S
C1006
12
MACARTHUR BLVD
PLAN AND PROFILE
FROM STA 27+00 TO STA 30+35.42
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
1
0
0
6
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
1
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
PROFILE
VERT: 1" = 8'
HORIZ: 1" = 40'
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
MACARTHUR BLVD
SCALE: 1" = 40'
0 40 12080
Call:811
20
30
40
50
27+00 28+00 29+00 30+00 31+00 32+00 33+00
20
30
40
50
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED REFER TO DRAWING G0003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. PROPOSED MH RIM ELEVATIONS ARE APPROXIMATE
BASED ON AERIAL TOPOGRAPHIC SURVEY. THE
CONTRACTOR SHALL PERFORM FIELD SURVEY AND
FIELD ADJUST RIM TO MATCH THE EXISTING FINISH
GRADE.
4. TRENCH CL TO FORCE MAIN CL
5. FORCE MAIN CL TO FORCE MAIN CL
6. FORCEMAIN COORDINATES AND STATIONING ARE
BASED UPON TRENCH CENTERLINE BETWEEN DUAL
FORCEMAIN PIPELINES.
SE
E
D
R
A
W
I
N
G
C
1
0
0
5
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
SE
E
D
R
A
W
I
N
G
C
1
0
0
5
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
MACARTHUR BLVD
(2)
(2)
SE
E
D
R
A
W
I
N
G
C
1
0
0
5
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
CONSTRUCTION NOTES
2 INSTALL DUAL 10-INCH HDPE FORCE MAINS PER DETAIL
2 ON DRAWING C5007
23 INSTALL 10-INCH 45 DEGREE HDPE FABRICATED
3-PIECE ELBOW (PE)
27 INSTALL 10" TRANSITION COUPLING (RESTRAINED)
52 CLEANOUT VAULT STRUCTURE PER DETAIL 1 ON
DRAWING M4003
8''W
12''W 12''W 12''W 12''W
12''W 12''W
15
'
'
S
S
15
'
'
S
S
A
B
A
N
8''SS 8''SS 8''SS 8''SS
8''SS
8''W 8''W 8''W
5
4
'
'
S
D
5
4
'
'
S
D
21''SD21''SD
60''SD
TS TST
T T
FO
TS
EEE
18''SD 18''SD
12''FM 12''FM 12''FM 12''FMEE
EE
EE
12''SS 12''SS 12''SS 12''SS
15''SS 15''SS 15''SS
18''SD 18''SD
8''W8''W
12''SS 12''SS 12''SS 12''SS
47
.
6
47
.
5
47
.
9
46
.
5
46
.
8
46
.
6
46
.
5
45
.
6
45
.
3
45
.
8
45
.
9
46
.
5
46
.
6
45
.
2
46
.
2 46
.
6
45
.
4
46
.
3
47
.
6
49
.
2
45
.
5
45
.
8
46
.
7
46
.
9
46
.
4
46
.
5
45
.
3
46
.
1
47
.
4
47
.
6
47
.
9
47
.
5
47
.
8
46
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
MACARTHUR WAY
EDISON
DRIVEWAY
ACCESS
DUAL 10-INCH HDPE
FORCE MAINS
PIPE HORIZONTAL
CONTROL LINE
2'
-
4
"
1'-
2
"
STREET
FOR CONTINUATION
SEE DRAWING M4001
52
2
(2)
(2)
27+00 28+00 29+00
3
0
+
0
0
STA. 29+50.52
∠ PT=45°40'46"
N 2189032.2340
E 6070648.8324
29+24.47
CO STRUCTURE NO.3
END PIPELINES
30+26.53
N 2188972.8482
E 6070601.3965
R/W
R/W
20
'
EASEMENT
(S
E
E
NO
T
E
4
)
(S
E
E
NO
T
E
5
)
23
27
OC SAN
EASEMENT
SCE
EASEMENT
CONB FIRE SERVICE
EASEMENT
CONB SS
EASEMENT
12''W 12''W 12''W 12''W
12''W 12''W
15
'
'
S
S
15
'
'
S
S
A
B
A
N
8''SS 8''SS 8''SS 8''SS
8''SS
8''W 8''W 8''W
5
4
'
'
S
D
5
4
'
'
S
D
21''SD21''SD
60''SD
T T
FO
TS
EEE
12''FM 12''FM 12''FM 12''FMEE
EE
EE
12''SS 12''SS 12''SS 12''SS
15''SS 15''SS 15''SS
8''W8''W
12''SS 12''SS 12''SS 12''SS
47
.
6
47
.
5
47
.
9
46
.
5
46
.
8
46
.
6
46
.
5
45
.
6
45
.
3
45
.
8
45
.
9
46
.
5
46
.
6
45
.
2
46
.
2 46
.
6
45
.
4
46
.
3
47
.
6
49
.
2
45
.
5
45
.
8
46
.
7
46
.
9
46
.
4
46
.
5
45
.
3
46
.
1
47
.
4
47
.
6
47
.
9
47
.
5
47
.
8
46
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
EDISON
DRIVEWAY
ACCESS
DUAL 10-INCH HDPE
FORCE MAINS
PIPE HORIZONTAL
CONTROL LINE
2'-
4
"
1'-
2
"
STREET
FOR CONTINUATION
SEE DRAWING M4001
52
2
(2)
(2)
SUN0155-0290
27+00 28+00 29+00
3
0
+
0
0
STA. 29+50.52
∠ PT=45°40'46"
N 2189032.2340
E 6070648.8324
29+24.47
CO STRUCTURE NO.3
END PIPELINES
30+26.53
N 2188972.8482
E 6070601.3965
R/W
R/W
20
'
EASEMENT
(S
E
E
NO
T
E
4
)
(S
E
E
NO
T
E
5
)
23
27
OC SAN
EASEMENT
SCE
EASEMENT
CONB FIRE SERVICE
EASEMENT
CONB SS
EASEMENT
30
+
2
0
.
0
2
EX
8
"
D
W
(T
O
P
4
0
.
9
8
)
30
+
3
5
.
6
8
EX
1
8
"
S
D
30
+
3
2
.
5
0
EX
E
L
E
C
(T
O
P
4
4
.
5
8
)
29
+
2
1
.
2
2
38
.
1
3
I
N
V
29
+
2
7
.
7
2
38
.
0
7
I
N
V
EN
D
P
I
P
E
L
I
N
E
S
30
+
2
6
.
5
3
37
.
0
8
I
N
V
S=-0.0100
S=-0.0100
29+50.52
HORIZ ∠ PT
37.84 INV
29+24.47
CO STRUCTURE NO.3
RIM=46.77
FOR CONTINUANCE
SEE SHEET M4001
52
23
2
EX GRADE @ ℄ OF
DUAL 10-INCH HDPE
FORCE MAINS
S-5317-S
Call:811
B
-
MANHOLE REINFORCEMENT:
BASE SLAB - #5 BARS AT 4" O.C.
RISERS - #4 BARS AT 12"
VERTICAL O.C.
18" VCP GRAVITY
SEWER PIPE
CL MH #02
11+61.00
R=1.5'
R=2'
NOTE:
SUBGRADE SHALL BE INSPECTED
BY GEOTECH ENGINEER PRIOR TO
INSTALLATION OF BASE MATERIAL.
PLAN
A-
1
C1004SCALE 1/2"=1'-0"
84" DISCHARGE MANHOLE
SECTION A
SHELF
CONCRETE
CHANNELIZED
BASE
ALUMINUM
STOP GATE
(SEE DETAIL
HEREON)
SHELF
LIFTING
EYE
CL MH #02
11+61.00
DUAL 10-INCH
HDPE
FORCE MAINS
84" DIA PRECAST
POLYMER CONCRETE
MANHOLE WITH
CONCRETE BASE
PER DETAIL 1 ON
DRAWING C5002
CONCRETE
CHANNELIZED
BASE
2" RISER WITH 5"
FRP REBAR
PER DETAIL 1 ON
DRAWING C5002
48" DIA MANHOLE FRAME AND
COVER PER OC-SAN STD DWG S-052
(MODIFIED)
18" VCP GRAVITY
SEWER PIPE
S=+0.0681
SHELF
CONCRETE
CHANNELIZED
BASE
ALUMINUM
STOP GATE
(SEE DETAIL
HEREON)
SHELF
LIFTING EYEMI
N
END PIPE
11+57.50
42.73 INV
BEG PIPE
11+64.50
43.40 INV
DUAL 10-INCH
HDPE
FORCE MAINS
SECTION B
S=+0.0100
CL MH #02
11+61.00
84" DIA PRECAST
POLYMER CONCRETE
MANHOLE WITH
CONCRETE BASE
PER DETAIL 1 ON
DRAWING C5002
48" DIA MANHOLE FRAME AND
COVER PER OC-SAN STD DWG S-052
(MODIFIED)
DUAL 10-INCH HDPE
FORCE MAINS
48" DIA MANHOLE
COVER PER OC-SAN
STD DWG S-052
(MODIFIED)
CONCRETE
CHANNELIZED
BASE
ALUMINUM STOP GATE
(SEE DETAIL HEREON)
84" DIA PRECAST
POLYMER CONCRETE
MANHOLE WITH
CONCRETE BASE
14 TYP
2
1
3
SEATING SLOT FOR
STOP GATE PLATE
RECESSED SLOT FOR
STOP GATE PLATE
INSERTION
CONCRETE
CHANNEL
SEATING SLOT
FOR STOP
GATE PLATE
RECESSED SLOT
FOR STOP GATE
PLATE INSERTION
OC- SAN
MACARTHUR
PUMP STATION
PLATE
ENGRAVING
(MIN.1"
TEXT HEIGHT)
3/8"
ALUMINUM
PLATE
LIFTING EYE
(TYP)
SHELF
LIFTING EYE
(TYP)
CONCRETE
CHANNEL
FLOOR
RECESSED SLOT
FOR STOP GATE
PLATE INSERTION
ALUMINUM STOP GATE SLOT PLAN
ALUMINUM STOP GATE SLOT SECTION "B-B"
1-1/2" = 1'=-0"
ALUMINUM STOP GATE PLATE DETAIL
B
-
SECTION "C-C"
C
-
NOTE:
FRAME FOR STOP GATE SHALL BE 316SS
C5001
13
DISCHARGE STRUCTURE
CONSTRUCTION DETAILS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
1
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
2
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
NOTES:
1 MANHOLES SHALL HAVE 4000 # (CLASS "A"), CONCRETE BASES WITH #6 (19 MM) BARS @ 12"
E.W. SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE MAY
BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQUAL TO THE
AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CLASS II/V CEMENT.
2 THE BASE'S CHANNEL SHALL BE CONSTRUCTED WITH FORMS AND COATED WITH POLYMER
EPOXY GROUT. IF INSTALLED OVER EXISTING SEWER THE EXISTING PIPE SHALL BE REMOVED
BY SAW CUTTING. THE REMOVED SECTION SHALL BE OF A LENGTH THAT ENDS OF THE
REMAINING PIPE AT ITS SPRINGLINE IS FLUSH WITH THE MANHOLE SHAFT INSIDE DIAMETER.
3 MANHOLE SHELVES SHALL BE SLOPED 1/4" PER FOOT TO CHANNEL AND COATED WITH
POLYMER EPOXY GROUT PER SECTION 02727. INSTALL NON-SKID SURFACE OVER POLYMER
EPOXY GROUT.
4 FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS LESS THAN 39" IN DIAMETER, THE LATERALS
SHALL BE RECESSED 12 INCHES MINIMUM FROM MAIN LINE CHANNEL WITH A TROUGH IN THE
BENCH SLOPING TO THE MAIN CHANNEL.
5 FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS 39" AND GREATER IN DIAMETER, THE END
OF THE LATERAL IS FLUSH WITH THE CHANNEL.
6 EACH MAIN LINE OR FORCE MAINS CONNECTION TO THE MANHOLE BASE SHALL BE
CONSTRUCTED PER THE DETAILS ON DWG NOS C5001, C5002.
7 ECCENTRIC CONE SHALL BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE.
8 THE JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1¼-INCH SQUARE
BEADS OF RAM-NEK BY HENRY COMPANY, KENT-SEAL BY HAMILTON KENT, OR APPROVED
EQUAL. THE MASTIC BEADS SHALL BE PLACED ON THE PLAIN END OF EACH RISER. A RUBBER
SEAL SHALL BE INSTALLED ON THE INSIDE OF THE BELL OF EACH RISER SECTION, FORMING A
SEAL BETWEEN THE BELL AND SPIGOT.
9 INSTALL FRAME AND COVER PER MANUFACTURER RECOMMENDATIONS. ADJUST SHALL OCCUR
USING POLYMER GROUT BETWEEN THE FIRST AND SECOND GRADE RINGS. CAULK THE JOINT
BETWEEN THE FRAME AND TOP GRADE RING WITH SIKAFLEX 1A, OR EQUAL.
10 PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN AFTER PLACEMENT OF ASPHALT. SEE
DRAWING S-055.
11 VACUUM TESTING SHALL BE PERFORMED PER ASTM C-1244 UNLESS NOTED OTHERWISE.
12 MANHOLES SHALL BE BACKFILLED WITH 1 1/2 SACK SAND/CEMENT SLURRY TO STREET ZONE
OR AS REQUIRED BY LOCAL AGENCY.
13 IN PAVED AREAS, PAVEMENT AND BASE COURSE SHALL BE REPLACED PER DETAILS 1 AND 2
ON DWG C5006, UNLESS OTHERWISE NOTED BY THE LOCAL GOVERNING AGENCY.
14 INSTALL A WEEP RING AT VCP/HDPE PENETRATIONS.
NOTES:
1. MANHOLE BEDDING SHALL BE MIN. 12" ROCK BEDDING OR APPROVED EQUAL.
2. MANHOLE DEPTH GREATER THAN 30', DIMENSION 'A' PER PLANS. SEE PLANS FOR PIPE SIZES OVER 54".
3. SEATING SLOT FRAME SHALL BE 316 SS
60"
72"
84"
27"-36"
39"-54"
8"-24"
PIPE SIZE (I.D.)
8"
7"
36"
36"
48"
32"
A B
6"
C
36"
D
24"
S-5317-S
NOTES:
1. MANHOLE BEDDING SHALL BE MIN. 12" ROCK BEDDING OR APPROVED EQUAL.
2. MANHOLE DEPTH GREATER THAN 30', DIMENSION 'A' PER PLANS. SEE PLANS FOR PIPE SIZES OVER 54".
36"
CONCRETE ENCASEMENT IN
UNPAVED AREAS
18
"
MIN. 8" THICKNESS
12
"
12"
12
"
M
I
N
24
"
M
A
X
#4 @ 6" CIRCULAR
#4 @ 12" RADIAL
1
VAR
NEW POLYMER CONCRETE MANHOLE OVER NEW OR EXISTING SEWER
SCALE: NTS (OC SAN STD DWG S-049 AND S-050) REVISED
2' RISER WITH 5" FRP REBAR
@ 45° OC, WET SET INTO
CONCRETE BASE
CAST-IN PLACE CONCRETE
BASE SEE NOTE 2 FOR
INSTALLATION OVER
EXISTING SEWER
32
"
M
I
N
36
"
M
A
X
60"
FRP
REINFORCEMENT
BUTYL MASTIC
RUBBER GASKET
POLYMER CONCRETE GRADE
RINGS, CONE, AND BARREL
SECTIONS
CONCRETE COLLAR PER
OC SAN STD S-055
REPLACE PAVEMENT SECTION
AS REQUIRED BY LOCAL AGENCY
FRAME AND COVER PER OC SAN
STD S-054 ON DRAWING C5004
Call:811
ROUGH SURFACE PER
MANUFACTURER
RECOMMANDATION
FRP REBAR
POLYMER EPOXY
GROUT
1.5" POLYMER GROUT FILET
60"
72"
84"
27"-36"
39"-54"
8"-24"
PIPE SIZE (I.D.)
8"
7"
36"
36"
48"
32"
A B
6"
C
36"
D
24"
NOTES:
1 MANHOLES SHALL HAVE 4000 # (CLASS "A"), CONCRETE BASES WITH #6 (19 MM) BARS @ 12"
E.W. SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE MAY
BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQUAL TO THE
AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CLASS II/V CEMENT.
2 THE BASE'S CHANNEL SHALL BE CONSTRUCTED WITH FORMS AND COATED WITH POLYMER
EPOXY GROUT. IF INSTALLED OVER EXISTING SEWER THE EXISTING PIPE SHALL BE REMOVED
BY SAW CUTTING. THE REMOVED SECTION SHALL BE OF A LENGTH THAT ENDS OF THE
REMAINING PIPE AT ITS SPRINGLINE IS FLUSH WITH THE MANHOLE SHAFT INSIDE DIAMETER.
3 MANHOLE SHELVES SHALL BE SLOPED 1/4" PER FOOT TO CHANNEL AND COATED WITH
POLYMER EPOXY GROUT PER SECTION 02727. INSTALL NON-SKID SURFACE OVER POLYMER
EPOXY GROUT.
4 FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS LESS THAN 39" IN DIAMETER, THE LATERALS
SHALL BE RECESSED 12 INCHES MINIMUM FROM MAIN LINE CHANNEL WITH A TROUGH IN THE
BENCH SLOPING TO THE MAIN CHANNEL.
5 FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS 39" AND GREATER IN DIAMETER, THE END
OF THE LATERAL IS FLUSH WITH THE CHANNEL.
6 ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE VCP PLUG INSTALLED IN THE BELL
END OF THE PIPE WITH RESTRAINT SUFFICIENT TO WITHSTAND LEAKAGE TESTING. PIPE OVER
21" SHALL USE A BRICK AND MORTAR PLUG.
7 EACH MAIN LINE OR FORCE MAINS CONNECTION TO THE MANHOLE BASE SHALL BE
CONSTRUCTED PER THE DETAILS ON DWG NOS C5001, C5002 AND C5003.
8 ECCENTRIC CONE SHALL BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE.
9 THE JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1¼-INCH SQUARE
BEADS OF RAM-NEK BY HENRY COMPANY, KENT-SEAL BY HAMILTON KENT, OR APPROVED
EQUAL. THE MASTIC BEADS SHALL BE PLACED ON THE PLAIN END OF EACH RISER. A RUBBER
SEAL SHALL BE INSTALLED ON THE INSIDE OF THE BELL OF EACH RISER SECTION, FORMING A
SEAL BETWEEN THE BELL AND SPIGOT.
10 INSTALL FRAME AND COVER PER MANUFACTURER RECOMMENDATIONS. ADJUSTMENT SHALL
OCCUR USING POLYMER GROUT BETWEEN THE FIRST AND SECOND GRADE RINGS. CAULK THE
JOINT BETWEEN THE FRAME AND TOP GRADE RING WITH SIKAFLEX 1A, OR EQUAL.
11 PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN AFTER PLACEMENT OF ASPHALT. SEE
DRAWING S-055.
12 VACUUM TESTING SHALL BE PERFORMED PER ASTM C-1244 UNLESS NOTED OTHERWISE.
13 MANHOLES SHALL BE BACKFILLED WITH 1 1/2 SACK SAND/CEMENT SLURRY TO STREET ZONE
OR AS REQUIRED BY LOCAL AGENCY.
14 IN PAVED AREAS, PAVEMENT AND BASE COURSE SHALL BE REPLACED PER DETAILS 1 AND 2
ON DWG C5006, UNLESS OTHERWISE NOTED BY THE LOCAL GOVERNING AGENCY.
15 INSTALL A WEEP RING AT VCP/HDPE PENETRATIONS.
SECTION A
NTS
NEW MANHOLE BASE
NEW MANHOLE SHAFT
EXISTING
27" SEWER
FLOW FLOW
PLAN VIEW
NOT TO SCALE
15(TYP)
SECTION B
NOT TO SCALE
FLOW FLOW
B
-
MANHOLE FRAME AND COVER ABOVE
I.D.
12" MIN.
#6 @ 12" EW
NEW POURED BASE W/MAN
MADE CHANNEL1
MIN. 3" COVER
SCORE @ SPRING LINE
3
ABANDONED EX 27" SEWER
NEW 18" SEWER
5' MIN REMOVAL
NEW 18" SEWEREXISTING 27" SEWER
FLO
W
1' R
1' R
36.98 INV36.88 INV
(TYP)
A
-
S-049
1OF3
#4 @ 6" HORIZONTAL #4 @
12" VERTICAL
NOTE:
SUBGRADE SHALL BE INSPECTED BY GEOTECH
ENGINEER PRIOR TO INSTALLATION OF BASE
MATERIAL.
#6 @ 12" EW
2
15
SOFFIT ELEVATION
OF TRUNK AND
STUB SHALL MATCH
STD. 90° BEND
CONSTRUCTION
JOINT AS REQ'D.
(TYP)
CONCRETE
18" MIN.
6" MIN.
SAME SIZE AS
INCOMING LAT.
(MIN. 8")
INCOMING
LATERAL
STD. TWO
BELL TEE
5°
41.19 INV.
(DROP MH)
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
2
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
3
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5002
14
MANHOLE CONSTRUCTION
DETAILS (72-INCH)
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
S-5317-S
Call:811
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
3
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
4
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
E
ER
ST
ATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5003
15
OC SAN STANDARD DETAILS
(GAS FLAP)
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
S-5317-S
(MODIFIED)
MODIFIED DRAWING S-052
Call:811
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
4
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
5
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5004
16
OC SAN STANDARD DETAILS
(MANHOLE COVERS)
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
S-5317-S
APP.
CITY ENGINEER
51568
RCE
11/24/2020
DATE NO. DATE DESCRIPTION OF REVISIONS
CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS
STANDARD DRAWING NO.
DRAWN:
DATE:
P. KHARAZMI
ROADWAY UTILITY TRENCH DETAIL11/5/2020
SHEET 1 OF 1
106-B
APP.
CITY ENGINEER
51568
RCE
11/24/2020
DATE NO.DATE DESCRIPTION OF REVISIONS
CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS
STANDARD DRAWING NO.
DRAWN:
DATE:
P. KHARAZMI
RESIDENTIAL DRIVEWAY APPROACH TYPE II11/3/2020
SHEET 1 OF 1
163
Call:811
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
5
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
5
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5005
17
OC SAN\ NEWPORT BEACH
STANDARD DETAILS
(MH , TRENCH, & DRIVE DETAILS)
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
S-5317-S
TS
TS
TS
TS
TS
TS
TS
TS
TS
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
27''SS
27''SS
27''SS
27''SS
12
'
'
F
M
12
'
'
F
M
12
'
'
F
M
2
-
FL
O
W
FLOW
ABANDON EXIST. 12"
SEWER MAIN PER
SECTION 02278 AND
DETAIL 3 ON DRAWING C5006
PROTECT IN PLACE
EXIST. TRAFFIC ELEC
CONDUIT, SEE NOTES
TO CONTRACTOR
SAWCUT EXIST.
SEWER AND PLUG
WITH BRICK AND
MORTAR PER
DETAIL 3 ON
DRAWING C5006
PROTECT IN PLACE
8" WATER, SEE NOTES TO
CONTRACTOR
ABANDON EXIST. 12"
SEWER MAIN PER
SECTION 02278 AND
DETAIL 3 ON DRAWING C5006
ABANDON EXIST.
27" SEWER MAIN
PER SECTION 02278
AND DETAIL 3 ON
DRAWING C5006
SAWCUT EXISTING SEWER
AND FACTORY PLUG PER
DETAIL 3 ON DRAWING C5006
SAWCUT EXISTING SEWER
AND FACTORY PLUG PER
DETAIL 3 ON DRAWING C5006
ABANDON 72" MH
REMOVE AND DISPOSE OF
EXISTING FRAME, COVER, GRADE
RINGS, AND CONCRETE COLLAR
AND CONE
1
-
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TS
TS
TS
TS
TS
TS
TS
TS
27''SS 27''SS 27''SS 27''SS 27''SS
27''SS
27''SS
27''SS
27''SS
27''SS
FLOW
FLOW
ABANDON 60" MH
REMOVE AND DISPOSE OF
EXISTING FRAME, COVER, GRADE
RINGS, CONCRETE COLLAR AND
CONE
ABANDON EXIST. 27"
FORCE MAIN PER
SECTION 02278 AND
DETAIL 3 ON DRAWING C5006
ABANDON EXIST. 27"
FORCE MAIN PER
SECTION 02278 AND
DETAIL 3 ON DRAWING C5006
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12" OC SAN SS
48" MH
SUN0155-0221
8" SS
CITY OF
NEWPORT BEACH
8" SS
CITY OF
NEWPORT BEACH
SAWCUT EXISTING SEWER
AND FACTORY PLUG PER
DETAIL 3 ON DRAWING C5006
48" MH
8" SS
CITY OF
NEWPORT BEACH
ABANDON EXIST. 12"
FORCE MAIN PER
SECTION 02278 AND
DETAIL 3 ON DRAWING C5006
1
-NOT TO SCALE
LIMITS OF EXCAVATION
30
"
RE
M
O
V
E
A
N
D
DI
S
P
O
S
E
T
O
P
5
-
F
T
M
I
N
OF
E
X
I
S
T
M
A
N
H
O
L
E
FI
L
L
W
I
T
H
S
A
N
D
CE
M
E
N
T
S
L
U
R
R
Y
NOTE:
1. ALL AC IN CITY OF NEWPORT BEACH
MUST FOLLOW CITY OF NEWPORT
BEACH STANDARDS.
2
-NOT TO SCALE
LIMITS OF EXCAVATION
30
"
RE
M
O
V
E
A
N
D
DI
S
P
O
S
E
T
O
P
OF
E
X
I
S
T
M
A
N
H
O
L
E
TO
T
O
P
O
F
C
O
N
E
NOTE:
1. ALL AC IN CITY OF NEWPORT BEACH
MUST FOLLOW CITY OF NEWPORT
BEACH STANDARDS.
2. POTHOLE TO VERIFY LOCATION AND
DEPTH OF 8" WATERMAIN AND PROTECT
IN PLACE.
3. NO EXCAVATION WITHIN 2 FEET OF
EXISTING WATERMAIN.
4. WITHIN 5 FEET OF EXISTING WATERMAIN
ONLY USE HAND TOOLS FOR
EXCAVATION AND DEMOLITION
OF MANHOLE.
RE
M
O
V
E
(A
B
A
N
D
O
N
I
N
P
L
A
C
E
)
EX
.
8
"
W
SEE NOTES
2 AND 3
3
-NOT TO SCALE
12" MIN
12" MIN
MANHOLE ABANDONMENT (SUN0155-0215)
EXIST PAVEMENT
INSTALL NEW ASPHALT
PAVEMENT PER
SECTION02550
REMOVE AND DISPOSE OF
EXISTING FRAME, COVER,
GRADE RINGS, AND
CONCRETE COLLAR AND
CONE
EXIST MANHOLE TO BE
ABANDONED IN
ACCORDANCE PER
SECTION 02278
COMPLETELY FILL
EXIST MH WITH
FLOWABLE BACKFILL
PER SECTION 02278
SAW CUT
CONSTRUCT
SUBGRADE
PER SECTION
02232
MANHOLE ABANDONMENT (SUN0155-0220)
EXIST PAVEMENT
INSTALL NEW ASPHALT
PAVEMENT PER SECTION
02550
REMOVE AND DISPOSE OF
EXISTING FRAME, COVER,
GRADE RINGS, AND
CONCRETE COLLAR
EXIST MANHOLE TO BE
ABANDONED IN
ACCORDANCE PER
SECTION 02278
COMPLETELY FILL
EXIST MH WITH
FLOWABLE BACKFILL
PER SECTION 02278
SAW CUT
CONSTRUCT
SUBGRADE
PER SECTION
02232
PLUGGING ABANDONED SEWER
DOUBLE ROW BRICKS SHALL BE
EMPLOYED
8" X 8" OPENING FOR BACKFILL
INSTALLATION AT BOTH ENDS
OF PIPE
A
ASECTION A-A
BACKFILL BACKFILL
EX GRAVITY
SEWER
FACTORY PLUG SHALL BE EMPLOYED
(CEMENT COMPOSITE OR POLYVINYL
CHLORIDE MATERIAL)
1. BACKFILL SHALL BE A FLOWABLE
MATERIAL PER SECTION 02278
NOTES:
B
BSECTION B-B
EX INVERT ELEVATION
BACKFILL BACKFILL
EX GRAVITY
SEWER
EX INVERT ELEVATION
1. BACKFILL SHALL BE A FLOWABLE
MATERIAL PER SECTION 02278
NOTES:
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
6
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
6
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERED P R O F ESSIONAL E
N
G
I
N
E
ER
S
TATE OF CA L I F O R NIACIVIL
JOHN M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5006
18
MANHOLE ABANDONMENT DETAILS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
MH SUN0155-0220 1
D1001SCALE 1/2"=1'-0"
MH SUN0155-0221 2
D1001SCALE 1/2"=1'-0"
MH SUN0155-0215 3
D1001SCALE 1/2"=1'-0"-A,-B,-C
S-5317-S
2'-
6
"
ST
R
E
E
T
Z
O
N
E
TRENCH WIDTH (TW)
TW/2
1'-0" MIN
1'-0" MIN
PIPE CL
PI
P
E
Z
O
N
E
PIP
E
OD
8" MAX, TYP (VCP)
SHAPE BEDDING TO FIT
PIPE BELLS
TRENCH ZONE PER
SECTION 02200
PIPE ZONE
CRUSHED ROCK PER
SECTION 02200 FOUNDATION LINE
STREET ZONE AND SURFACE
PAVING PER DRAWING C7001
PIPE PLACEMENT IN PAVED ROADWAY
SEE NOTE 4
EXIST SUBGRADE
NOTES:
1. BEDDING AND BACKFILL MATERIALS AND COMPACTION PER SECTION 02200.
2. MINIMUM TRENCH WIDTH DOES NOT INCLUDE ALLOWANCE FOR SHORING INSTALLATION.
3. FOR OVER WIDTH CONDITION WHERE PIPE ZONE TRENCH WIDTH EXCEEDS TRENCH
WIDTH MAXIMUM SEE DETAIL 3 HEREON.
4. ASPHALT CONCRETE REMOVAL AND REPLACEMENT THICKNESS AND EXTENTS SHALL BE
PER THE CITY REQUIREMENTS AS SHOWN ON THE PAVING AND STRIPING PLANS.
5. SEE CITY OF NEWPORT BEACH STD. DWG. 106-B ON SHEET C5005 FOR ADDITIONAL
DETAIL.
UNDISTURBED SOIL
PIPE INSTALLATION TRENCH DETAIL FOR GRAVITY SEWER
SCALE: NTS
(OC SAN STD DRAWING S-010 MODIFIED)
1
VAR
AC PAVEMENT AND
AGREGATE BASE PER
DRAWING NO C7001
UNDISTURBED SOIL
EXIST SUBGRADE
2'
-
6
"
ST
R
E
E
T
Z
O
N
E
TRENCH WIDTH (TW)
TW/2
1'-0" MINPI
P
E
Z
O
N
E
8" MAX, TYP
TRENCH ZONE PER
SECTION 02200
PIPE ZONE
CRUSHED ROCK PER
SECTION 02200
FOUNDATION LINE
STREET ZONE AND SURFACE
PAVING PER DRAWINGS
C7001 AND C7002 AND
CITY STD DWG 106-B ON
SHEET C5005
PIPE PLACEMENT IN PAVED ROADWAY
SEE NOTE 4
EXIST SUBGRADE
NOTES:
1. BEDDING AND BACKFILL MATERIALS AND COMPACTION PER SECTION 02200.
2. MINIMUM TRENCH WIDTH DOES NOT INCLUDE ALLOWANCE FOR SHORING INSTALLATION.
3. FOR OVER WIDTH CONDITION WHERE PIPE ZONE TRENCH WIDTH EXCEEDS TRENCH
WIDTH MAXIMUM SEE DETAIL 3 HEREON.
4. ASPHALT CONCRETE REMOVAL AND REPLACEMENT THICKNESS AND EXTENTS SHALL BE
PER THE CITY REQUIREMENTS AS SHOWN ON THE PAVING AND STRIPING PLANS.
5. SEE CITY OF NEWPORT BEACH STD. DWG. 106-B ON SHEET C5005 FOR ADDITIONAL
DETAIL.
UNDISTURBED SOIL
PIPE INSTALLATION TRENCH DETAIL FOR HDPE FM
SCALE: NTS
(OC SAN STD DRAWING S-010 MODIFIED)
2
VAR
AC PAVEMENT AND
AGREGATE BASE PER
DRAWING C7001 AND
C7002
UNDISTURBED SOIL
EXIST SUBGRADE
INSTALL MARKER BALLS 2'
DEEP @ 200' INTERVALS,
PER SECTION 02200
CHANGES IN HORIZONTAL
AND VERTICAL DIRECTION
1'-0"
MIN
PIPE CL
PIP
E
ODPIP
E
OD
TR
E
N
C
H
Z
O
N
E
TR
E
N
C
H
Z
O
N
E
INSTALL MARKER BALLS 2'
DEEP @ 200' INTERVALS,
PER SECTION 02200
CHANGES IN HORIZONTAL
AND VERTICAL DIRECTION
2'-4"
1'-2"1'-2"
C
P
I
P
E
L C
P
I
P
E
L
TR
E
N
C
H
CE
N
T
E
R
L
I
N
E
NOTE:
ALL COORDINATE AND STATIONING
CALLOUTS ARE BASED UPON
TRENCH CENTERLINE BETWEEN
DUAL FORCEMAIN PIPELINES
C
P
I
P
E
L
NOTE:
ALL COORDINATE AND STATIONING
CALLOUTS ARE BASED UPON
CENTERLINE OF PIPELINE
A.C. BASE COURSE AND A.C.
PAVEMENT SHALL BE 1"
THICKER THAN EXIST. A.C.
SECTION WITH TRENCH
OPEN CUT
OVER WIDTH, 9" OR
GREATER
SHEETING OR SHORING
CLSM PER
SPECIFICATION 02251
UNDISTURBED BOTTOM
OR OVER EXCAVATE, IN
ACCORDANCE WITH
SPECS SECTION 02200
PIPE OD
CRUSHED ROCK PER
SPECS SECTION 02200
SPRING LINE
BACKFILL PER 1
-
ENCAPSULATE
CRUSHED ROCK IN
GEOTEXTILE (MIRAFI
500X CONTECH C200,
OR EQUAL)
PIPE ZONE DETAIL FOR VCP SEWERS IN OVERWIDTH TRENCH
SCALE: NTS
3
VAR
18" MIN. (TYP)2' MIN.
A.C. BASE COURSE AND A.C.
PAVEMENT SHALL BE 1"
THICKER THAN EXIST. A.C.
SECTION WITH TRENCH
18" MIN. (TYP)2' MIN.
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
7
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
7
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5007
19
OC SAN STANDARD DETAILS - 2
TRENCH SECTIONS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
Call:811S-5317-S
VALCOM
LP-6 SPIDE
R
L
O
K
OP
E
N
C
L
O
S
E
PIPE SUPPORT
NTS
1
M4002
GUARD POST
NTS
2
C1001
VALVE POSITION INDICATOR
NTS
3
M4002
GALVANIZED STEEL SADDLE OR FLANGE SUPPORT.
SADDLE SHALL MATCH O.D. OF PIPE, AND BE
SUPPLIED WITH PIPE STRAP, B-LINE PART NO.
B3097, OR EQUAL. FLANGE SUPPORT SHALL BE
B-LINE PART NO. B3094, AND SHALL BOLT INTO THE
PIPE FLANGE
1" MIN
NON-SHRINK GROUT
ADJUSTABLE PIPE
SUPPORT, B-LINE
PART NO. B3089,
OR EQUAL
GALVANIZED STEEL THREADED BASE STAND,
B-LINE PART NO. B3088T, OR EQUAL
FINISHED SURFACE
HILTI KWIK BOLT
TZ OR EQUAL
6"
2'-
6
"
3'
-
0
"
GUARD POST
6" DIA. X 5'-0"
LONG GALVANIZED
STEEL PIPE (SCH. 40)
PAINT PER OSHA SAFETY YELLOW
FINISHED SURFACE
PER SITE PLAN
CLASS 'B' CONCRETE
ANCHOR BLOCK
CONCRETE FINISH TO
ROUNDED SURFACE
SLOPE TO DRAIN
NOTES:
1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE.
2. INSULATING FLANGE KIT TO BE ASSEMBLED BY THE CONTRACTOR AND TESTED BY ENGINEER PRIOR TO BURIAL. IF BURIED, RE-TEST AFTER FINAL INSTALLATION.
3. INSULATING FLANGES ARE TO BE WRAPPED WITH WAX TAPE. DAMAGED COATINGS WHERE INSULATING FLANGES ARE INSTALLED ARE TO BE REPAIRED PER PROJECT COATING SPECIFICATIONS.
4. WAX TAPE NOT REQUIRED FOR ABOVE GRADE INSULATING FLANGES.
INSULATING FLANGE
NTS
4
C1002
WALL
CO
R
E
D
H
O
L
E
CARRIER PIPE
LINK-SEAL W/ 316 SS HARDWARE AND
NBR SEALS MANUFACTURED BY
THUNDERLINE CORPORATION OR EQUAL
INSIDE FACE
OF WALL OR
VAULT
CORED HOLE IN
CONCRETE
PIPE PENETRATION
NTS
5
M-4001
NOTES:
1. PROVIDE GROOVED COUPLING WITH FUSION
BONDED EPOXY COATING. THE COUPLING
SHALL BE RATED FOR 300 PSI, AND HAVE NBR
GASKETS.
GROOVED COUPLING
NTS
6
C5008
G-10 INSULATING WASHER (TYP.)
FLANGE NUT
TYPE E G-10 INSULATING GASKET
G-10 INSULATING SLEEVE
FLANGE BOLT
WAX TAPE (TYP)
FLANGE
THREADED
STUD
G-10 INSULATING
SLEEVE
STEEL WASHER & NUT
(BOTH SIDES) (2 PLCS)
G-10 INSULATING WASHER
(2 REQ)
G-10 TYPE "E" INSULATING
GASKET WITH RECT O-RING
SEE NOTE 2
EXTERNAL PETROLATUM
WAX TAPE WRAP
SEE NOTE 3
INSULATING MATERIALS:
GASKET -TYPE "E" G10
W/ RECT O-RING
SLEEVE - G10 GLASS
WASHER - G10 GLASS
12" MIN
FLANGED JOINT
4"X4" WELDED STL CHAIN
LOOP (1/4" THICKNESS)
4"
4"
18"
NOTE:
1. CHAIN SIZE SHALL BE 1/4 " LINKS
AND SHALL BE 18' IN LENGTH.
CHAIN SAG SHALL BE 6" MINIMUM
AND 12" MAXIMUM.
2. CHAIN SHALL BE WELDED AT ONE
POST AND MECHANICALLY
FASTENED WITH PADLOCK TO
SECOND POST.
2" AWWA NUT
POCKET CI
2" AWWA NUT
POCKET CI
SPIDER LOK
CLAMP SYSTEM
WITH OPTIONAL
EXPANDERS TO
FIT STANDPIPES
FROM 6" ID
UP TO 8" ID
1-1/4" DIA SS
Ø 5.875
NOTES:
1. PIPE SUPPORTS PER SECTION 15020.
NOTES:
1. GUARD POSTS PER SECTIONS 03300 AND 05500.
M-4002, M-4003
C5008
20
MISCELLANEOUS DETAILS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
8
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
8
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
S-5317-S
EL 45.14
FGEL 45.18
FG
MACARTHUR BOULEVARD
EDGE OF GUTTER
FLOWLINE
BACK OF CURB
EL 44.90
FL
EL 45.06
FG
EL 44.94
TC
EX EDGE OF
GUTTER
BACK OF SIDEWALK
N 2,188,981.1201
E 6,070,598.5350
N 2,188,942.4113
E 6,070,603.2925
EX WALK EX WALK
EL 45.07
FG
EL 45.73
FS
10'-0"19'-0"10'-0"
REMOVE EX SIDEWALK, CURB & GUTTER
SA
W
C
U
T
L
I
N
E
SA
W
C
U
T
L
I
N
E
4
7
4
8
4
9
R/W
NEW SEWER VALVE VAULT
20
'
EA
S
E
M
E
N
T
EX LANDSCAPE
(TYP)
EX PULL BOX
EX WATER
METER BOX
EX TELECOM
BOX
EX STREET LIGHT
EX
TELECOM
RISER
EX OC SAN
EASEMENT
EL 45.52
TC
3/8" EXPANSION
JOINT MATERIAL
EL 46.00
FS
EL 44.98
FL
EL 45.19
FS
EL 45.02
TC
EL 44.91
FL
EL 45.10
FS
EL 44.95
TC
3/8" EXPANSION
JOINT MATERIAL
R/WR/WR/W
EX OC SAN
EASEMENT
EL 45.02
FL
TS
TS TS TS TS TS
EX TRAFFIC
SIGNAL PULL
BOX
CONCRETE PAD
REPLACEMENT
8'
-
1
"
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX SCE
EASEMENT
REPLACE CONCRETE PAD
TO SAME THICKNESS AS
EXISTING PAD (SEE NOTE 2)
EXISTING RETAINING
WALL (SEE NOTE 3)
PCC CURB TYPE B
PER DETAIL 2 ON THIS
SHEET
PAVEMENT REPLACEMENT
SEE DWG C7001 & C7002
REPLACE IN KIND
CONCRETE OR PAVERS
MATCH EXISTING THICKNESS
SUBGRADE PER
SECTION 02232
12" FOR 6" CURB FACE
14" FOR 8" CURB FACE
TYPE A PCC CURB AND GUTTER
(CURB FACE SHALL BE 8" UNLESS OTHERWISE NOTED)
FLOW
1/8"6"24"1"
1/2" R
3:12
BATTER
1" R
6" OR 8"
CURB FACE
2"3/8" LIP
1/2" R
TYPE B PCC CURB
(CURB FACE SHALL BE 6" UNLESS OTHERWISE NOTED)
12" FOR 6" CURB FACE
14" FOR 8" CURB FACE
FLOW
6" OR 8"
CURB FACE
1/2" R
3:12
BATTER
NOTES:
NOT TO SCALE
CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS
STANDARD CURB SECTIONS TYPE A & B 2
-
1. GUTTER SURFACE WITHIN 4" OF FLOW LINE SHALL BE GIVEN A STEEL TROWEL FINISH. (APPLIES TO TYPE "A" CURB AND GUTTER)
2. PREFORMED 3/8" THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL TYPES OF CURB AT THE BC AND EC OF RETURNS, AT INTERVALS OF
60' BETWEEN RETURNS AND AT THE ENDS OF DRIVEWAYS. SIMILAR EXPANSION JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING
CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS. (APPLIES TO TYPES "A" AND "B" CURBS
AND GUTTER)
3. CONCRETE SHALL BE 560-C-3250.
6"
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
5
0
0
9
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
5
8
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
C5009
21
CIVIL SITE DETAILS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
DRIVEWAY APPROACH RECONSTRUCTION AND SITE RESTORATION DETAIL
SCALE: 1/4"=1'-0"
1
C1001
NOTE:
1. SEE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS "RESIDENTIAL DRIVEWAY APPROACH TYPE II" STD. DWG. NO 163
2. CONCRETE PAD REBAR AND SUBGRADE SHALL BE INSTALLED PER GREENBOOK STANDARD PLANS AND SPECIFICARIONS. DOWELING
SHALL BE INSTALLED IN EXISTING CONCRETE PAD TO MATCH NEW REINFORCEMENT.
3. CONTRACTOR SHALL REPLACE INTERFERING PORTIONS OF EXISTING WALL PER GREENBOOK STANDARD 618-1. IF REINFORCEMENT
IS DAMAGED, SPLICE EXISTING REBARS WITH EXISTING WALL REINFORCEMENT. CONTRACTOR MAY PROTECT ENTIRE WALL IN PLACE
AT CONTRACTORS OPTION AND EXPENSE.
SCALE: 1" = 4'
0 4 128
NEW GUARD POSTS & CHAIN
RESTORE LANDSCAPE
& IRRIGATIONRESTORE
LANDSCAPE &
IRRIGATION
EX EDGE OF GUTTER
EX CURB
EX OC SAN
EASEMENT
NOT TO SCALE
CONCRETE MEDIAN REPLACEMENT 3
-
S-5317-S
C7001
22
MACARTHUR BLVD
PAVING AND STRIPING PLAN
FROM STA 10+00 TO STA 27+00
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
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H
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E
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\
7
-
6
8
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C
7
0
0
1
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d
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DA
T
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:
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0
2
,
2
0
2
3
2
:
5
9
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
PROFILE
VERT: 1" = 8'
HORIZ: 1" = 40'
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED REFER TO DRAWING G0003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. PROPOSED MH RIM ELEVATIONS ARE APPROXIMATE
BASED ON AERIAL TOPOGRAPHIC SURVEY. THE
CONTRACTOR SHALL PERFORM FIELD SURVEY AND
FIELD ADJUST RIM TO MATCH THE FINISH GRADE.
4. REPLACE DAMAGED LANE STRIPING IN KIND.
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
SE
E
L
E
F
T
B
E
L
O
W
BIRCH STREET MACARTHUR BLVD
SCALE: 1" = 40'
0 40 12080
Call:811
BIRCH STREET
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
SE
E
D
R
A
W
I
N
G
C
7
0
0
2
PRIVATE DRIVE
CORINTHIAN WAY MACARTHUR BLVD
SE
E
R
I
G
H
T
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
LEGEND:
FULL DEPTH PAVEMENT REPLACEMENT
PER CITY OF NEWPORT BEACH
DEPARTMENT OF PUBLIC WORKS
STD DRAWING 106-B
CONSTRUCTION NOTES
72 REMOVE EXISTING INTERFERING PORTIONS OF
CONCRETE MEDIAN
81 REPLACE IN KIND EXISTING CONCRETE MEDIAN
PER DETAIL 3 ON DRAWING C5009
2" GRIND AND CAP
53
.
9
53
.
2
50
.
2
53
.
3
53
.
7
53
.
8
56
.
8
52
.
1
52
.
6
53
.
1
52
.
3
53
.
1
52
.
7
52
.
3
53
.
1
52
.
6
53
.
5
53
.
5
52
.
3
52
.
8
53
.
4
52
.
5
51
.
4
53
.
6
53
.
8
53
.
5
53
.
4
52
.
3
51
.
1
50
.
7
49
.
3
49
.
6
49
.
2
49
.
6
50
.
7
52
.
2
52
.
4
53
.
5
53
.
6
53
.
6
53
.
7
53
.
5
53
.
2
52
.
6
49
.
1
50
.
4
53
.
4
53
.
9
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
SC
A
T
T
E
R
E
D
B
R
U
S
H
8''SS
6''W
12''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
24
'
'
S
D
A
B
A
N
TS
E
FO FO
E
8''SS
12''SS 12''SS
27
'
'
S
S
27
'
'
S
S
27
'
'
S
S
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
12''W
12''W
12''W
12''W
8''W 8''W
E E E E E
8''W
CATV
CA
T
V
DISCHARGE
STRUCTURE
11+61
CLEAN-OUT
STRUCTURE
11+80.75
1
1
+
0
0
12+00 13+00 14+00 15+00 16+00 17+00 18+00
72" DIA MH
STRUCTURE
10+00
EX RAISED
CONCRETE
MEDIAN
EX RAISED
CONCRETE
MEDIAN
72 81
72 81
23.8'
59
.
5
'
25.8'
7'
-
4
"
7'
-
4
"
2'
-
4
"
4'-
1
"
B-1
50
.
7
53
.
5
50
.
6
50
.
7
51
.
2
51
.
3
51
.
1
50
.
8
50
.
8
50
.
5
48
.
4
48
.
6
48
.
4
48
.
8
49
.
4
49
.
8
49
.
6
50
.
8
50
.
4
50
.
3
50
.
8
50
.
3
51
.
3
51
.
7
51
.
8
51
.
7
51
.
3
52
.
4
52
.
8
52
.
4
52
.
853
.
2
52
.
4
52
.
7
53
.
6
53
.
5
52
.
6
52
.
9
53
.
6
53
.
3
52
.
8
52
.
6
52
.
1
53
.
5
51
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS8''SS 8''SS 8''SS 8''SS 8''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W
FO FOFOFOFO FO FO
E E E E
W
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FM 12''FMEEEEEEE
CLEAN-OUT
STRUCTURE
20+10.00
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
72EX RAISED
CONCRETE
MEDIAN
81
11'
B-2
S-5317-S
C7002
23
MACARTHUR BLVD
PAVING AND STRIPING PLAN
FROM STA 27+00 TO STA 30+35.42
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
7
0
0
2
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
1
7
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972
R
EGISTERE D P R O F ESSIONAL
E
N
G
I
N
EER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
GENERAL NOTES
1. PROTECT ALL UTILITIES IN PLACE UNLESS
OTHERWISE NOTED REFER TO DRAWING G0003
FOR UTILITY NOTES.
2. MAINTAIN SEWER SERVICE DURING CONSTRUCTION.
3. PROPOSED MH RIM ELEVATIONS ARE APPROXIMATE
BASED ON AERIAL TOPOGRAPHIC SURVEY. THE
CONTRACTOR SHALL PERFORM FIELD SURVEY AND
FIELD ADJUST RIM TO MATCH THE EXISTING FINISH
GRADE.
4. REPLACE DAMAGED LANE STRIPING IN KIND.
SCALE: 1" = 40'
0 40 12080
Call:811
PRIVATE DRIVE MACARTHUR BLVD
SE
E
D
R
A
W
I
N
G
C
7
0
0
1
MA
T
C
H
L
I
N
E
S
T
A
2
7
+
0
0
BORING TABLE-PAVEMENT THICKNESS
BORING No.PAVEMENT
THICKNESS
B-1 5 IN AC, 8 IN AB
B-2 5 IN AC, 8 IN AB
I-22*6 IN AC
B-3 5 IN AC, 7 IN AB
I-23*6 IN AC, 10 IN AB
* BORINGS CONDUCTED BY JHA ENVIRIONMENTAL
IN 2021, NOT ASSOCIATED WITH THE 7-68
MACARTHUR FORCE MAIN IMPROVEMENTS
PROJECT.
LEGEND:
FULL DEPTH PAVEMENT REPLACEMENT
PER CITY OF NEWPORT BEACH
DEPARTMENT OF PUBLIC WORKS
STD DRAWING 106-B
12''W 12''W 12''W 12''W
12''W 12''W
12''W
15
'
'
S
S
15
'
'
S
S
A
B
A
N
15
'
'
S
S
A
B
A
N
8''SS 8''SS 8''SS 8''SS
8''SS
8''W 8''W 8''W
54
'
'
S
D
5
4
'
'
S
D
5
4
'
'
S
D
21''SD21''SD
60''SD
T T
FO
TS
EEE
18''SD 18''SD
12''FM 12''FM 12''FM 12''FMEE
EE
EE
12''SS 12''SS 12''SS 12''SS
15''SS 15''SS 15''SS
18''SD 18''SD
8''W8''W
12''SS 12''SS 12''SS 12''SS
47
.
6
47
.
5
47
.
9
46
.
5
46
.
8
46
.
6
46
.
5
45
.
6
45
.
3
45
.
8
45
.
9
46
.
5
46
.
6
45
.
2
46
.
2 46
.
6
45
.
4
46
.
3
47
.
6
49
.
2
45
.
5
45
.
8
46
.
7
46
.
9
46
.
4
46
.
5
45
.
3
46
.
1
47
.
4
47
.
6
47
.
9
47
.
5
47
.
8
46
.
1
DE
N
S
E
T
R
E
E
S
DE
N
S
E
T
R
E
E
S
27+00 28+00 29+00
3
0
+
0
0
CLEAN-OUT
STRUCTURE
29+24.47
SEE SHEET
M4001 FOR
PUMP STA.
I-23
I-22
B-3
S-5317-S
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM
12''FM
12
'
'
F
M
12''FM
12''FM
12''FM
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
TS
TS TS TS TS TS TS TS TS TS
S
D
ED
I
S
O
N
EX ELEC
PULL BOX
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM
12''FM
12
'
'
F
M
12''FM
12''FM
12''FM
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
TS
TS TS TS TS TS TS TS TS TS
AIR VALVE
BYPASS PUMPS/ EQUIPMENT
(IN OPERATION)
EX DRIVEWAY
EX GUARD
POST (TYP)
EX DRAIN
BOX EX PUMP STATION
HATCH/STAIR CASE
EX
HATCH
EX WET WELL
ACCESS
MANHOLE
EX AIR VENTEX AIR VENT
EX RAIL
EX ELEC
EQUIPMENT
EX VALVE VAULT
10" TEMPORARY VALVE CLOSED
10" TEMPORARY VALVE OPEN
DUAL 10-INCH HDPE
FORCE MAINS
FORCE MAIN "B"
FORCE MAIN "A"
TEMPORARY
CAP, SEE NOTE 6
7 TEMPORARY CONNECTION
LOCATION
52" TEMPORARY
5
86
5
10" FBEL & CMC
TEMPORARY
BY-PASS PIPE
AND FITTINGS
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
SEE DRAWING
M4004)
10" FBEL & EC
SUCTION PIPE
(SEE DRAWING
M4004)
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
11"±
1'-3"±
EX CURB &
GUTTER
EX CONC WALK
EX R/W
20
'
EA
S
E
M
E
N
T
11
'
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX CONC WALK
EX LANDSCAPE (TYP)
EX STREET LIGHT
EX PULL BOX EX WATER METER BOX
EX TELECOM BOX
EX TELECOM RISER
EX ELECTRICAL
HATCH
EX OC SAN
EASEMENT
EX CURB &
GUTTER
5
STA 30+26.53
N 2188972.85
E 6070601.40
TRENCH CL OF FORCE MAINS
EX EQUIP
PAD
DO NOT BLOCK
EX HATCH
EX OC SAN
EASEMENT
EX SCE
EASEMENT
5
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
9
0
0
1
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
1
8
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MACARTHUR BOULEVARD
C9001
24
TRANSITION TO TEMPORARY FLOW
WITH TEMPORARY PUMPS
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
INSTALL TEMPORARY PUMPING, EQUIPMENT
AND PIPING AT MACARTHUR PUMP STATION.
IMPLEMENTATION PLAN
PERFORM TESTING OF TEMPORARY PIPE
AND BYPASS PUMPS.
TEST CONNECTION BETWEEN FORCE
MAIN AND TEMPORARY PIPING AND BEGIN
PUMPING DIRECT FROM WET WELL
USING TEMPORARY BYPASS PUMPING
EQUIPMENT.
INSTALL 45° FLANGED ELBOW &
DISMANTLING JOINT TO CONNECT TO
NEWLY CONSTRUCTED HDPE FORCE MAIN
5
6
7
8
NOTES:
1. CONSTRUCTION OF PIPELINE IMPROVEMENTS
WITHIN MACARTHUR BOULEVARD ARE
REPRESENTED BY IMPLEMENTATION STAGES 1
THROUGH 4 (NOT SHOWN).
2. FOR WORKING AND CONTRACTORS STAGING
REQUIREMENTS OF SECTION 01505 TO KEEP
TC1014.
3. CONTRACTOR SHALL ADHERE TO THE
REQUIREMENTS OF SECTION 01505 TO KEEP
THE SITE SECURE FROM THE PUBLIC AT ALL TIMES.
5. ALL TEMPORARY PIPLINE SHALL HAVE FULLY
RESTRAINED JOINTS
CONTRACTOR SHALL LEAVE TEST CAP ON HDPE PIPE UNTIL
FINAL CONNECTION IS MADE TO VALVE VAULT PIPING
6.
TEMPORARY PUMPS AND TRAILER SHALL BE
SUFFICIENTLY ANCHORED TO MINIMIZE
MOVEMENT AND VIBRATION. TRAILER SHALL ALSO
BE EQUIPPED WITH NOISE ATTENUATION TO MEET
LOCAL ORDINANCES.
4.
CONTRACTOR SHALL ALLOW FOR ACCESS TO THE PUMP
STATION BY OC SAN STAFF 24/7 DURING CONSTRUCTION
OPERATIONS. SUFFICIENT SAFTEY MEASURES SHALL
BE IN PLACE TO PROTECT OC SAN STAFF FROM HARM
WHILE ACCESSING THE SITE.
7.
S-5317-S
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM
12'
'
F
M
12
'
'
F
M
12''FM
12''FM
12'
'
F
M
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
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D
12
'
'
S
D
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
W
TS
TS TS TS TS TS TS TS TS TS
S
D
ED
I
S
O
N
EX ELEC
PULL BOX
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM
12'
'
F
M
12
'
'
F
M
12''FM
12''FM
12'
'
F
M
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
W
TS
TS TS TS TS TS TS TS TS TS
AIR VALVE
EX CURB &
GUTTER
EX CONC WALK
EX R/W
EX DRIVEWAY
EX GUARD
POST (TYP)
EX DRAIN
BOX
EX PUMP STATION
HATCH/STAIR CASE
EX
HATCH
EX AIR VENTEX AIR VENT
EX RAIL
EX ELEC
EQUIPMENT
DEMO EX VALVE
VAULT & PIPING
10" TEMPORARY VALVE OPEN
10" TEMPORARY VALVE CLOSED
CONNECT TO EX 12"
DISCHARGE PIPE
DUAL 10-HDPE HDPE
FORCE MAINS
FORCE MAIN "B"
FORCE MAIN "A"
BYPASS PUMPS/ EQUIPMENT
(IN STANDBY)
TEMPORARY
CAP, SEE NOTE 7
11ABANDON EX 12" FM
10" TEMPORARY
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
20
'
EA
S
E
M
E
N
T
10" FBEL & CMC
TEMPORARY
BY-PASS PIPE
AND FITTINGS
11"±
1'-3"±
EX WET WELL
ACCESS
MANHOLE
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
11
'
3'
-
3
"
EX CONC WALK
EX LANDSCAPE (TYP)
EX WATER METER BOX
EX TELECOM BOX
EX TELECOM RISER
EX ELECTRICAL
HATCH
EX OC SAN
EASEMENT
EX STREET LIGHT
EX PULL BOX
EX CURB &
GUTTER
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
SEE DRAWING
M4004)
10" FBEL & EC
SUCTION PIPE
(SEE DRAWING
M4004)
10
9
STA 30+26.53
N 2188972.85
E 6070601.40
TRENCH CL OF FORCE MAINS
EX EQUIP
PAD
DO NOT BLOCK
EX HATCH
EX OC SAN
EASEMENT
EX SCE
EASEMENT
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
9
0
0
2
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
1
9
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MACARTHUR BOULEVARD
C9002
25
TRANSITION TO TEMPORARY FLOW
WITH EXISTING FACILITY PUMPS
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
CONNECT TEMPORARY PIPING TO EXISTING 12"
PUMP STATION DISCHARGE PIPE, AND BEGIN
PUMPING USING EXISTING PUMP STATION AND
TEMPORARY DISCHARGE PIPING.
IMPLEMENTATION PLAN
DEMOLISH EXISTING VALVE VAULT AND
PIPING
ABANDON EXISTING 12" ACP FORCE MAIN
FROM MACARTHUR PS TO MH
SUN0150-0221.
9
10
11
NOTES:
1. MAINTAIN TEMPORARY PUMPING EQUIPMENT
FOR STANDBY USE DURING CONSTRUCTION.
2. FOR WORKING AND CONTRACTORS STAGING
AREA SEE TRAFFIC CONTROL PLANS DRAWING
TC1014.
3. CONTRACTOR SHALL ADHERE TO THE
REQUIREMENTS OF SECTION 01505 TO KEEP
THE SITE SECURE FROM THE PUBLIC AT ALL
TIMES.
4. TEMPORARY PUMPS AND TRAILER SHALL BE
SUFFICIENTLY ANCHORED TO MINIMIZE
5. ALL TEMPORARY PIPLINE SHALL HAVE FULLY
RESTRAINED JOINTS
MOVEMENT AND VIBRATION. TRAILER SHALL ALSO
BE EQUIPPED WITH NOISE ATTENUATION TO MEET
LOCAL ORDINANCES.
CONTRACTOR SHALL ALLOW FOR ACCESS TO THE
PUMP STATION BY OC SAN STAFF 24/7 DURING
CONSTRUCTION OPERATIONS. SUFFICIENT SAFTEY
MEASURES SHALL BE IN PLACE TO PROTECT OC
SAN STAFF FROM HARM WHILE ACCESSING THE
SITE.
6.
CONTRACTOR SHALL LEAVE TEST CAP ON HDPE
PIPE UNTIL FINAL CONNECTION IS MADE TO VALVE
VAULT PIPING
7.
S-5317-S
ED
I
S
O
N
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
W
TS
TS TS TS TS TS TS TS TS TS
S
D
EX ELEC
PULL BOX
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
W
TS
TS TS TS TS TS TS TS TS TS
AIR VALVE
EX DRIVEWAY
EX GUARD
POST (TYP)
EX DRAIN
BOX EX PUMP STATION
HATCH/STAIR CASE
SEE NOTE 6
EX
HATCH
EX AIR VENT
EX RAIL
EX ELEC
EQUIPMENT
EX EQUIP PAD
PIPE PENTRATION
(SEE DETAIL)
5
C5008
10" TEMPORARY VALVE OPEN
10" TEMPORARY VALVE CLOSED
DUAL 10-INCH HDPE
FORCE MAINS
FORCE MAIN "B"
FORCE MAIN "A"
BYPASS PUMPS/ EQUIPMENT
(IN STANDBY)
CONNECT TO
NEW FORCE
MAIN "B"
10" TEMPORARY
12
13
12
12 13
13 14
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
10" FBEL & CMC
TEMPORARY
BY-PASS PIPE
AND FITTINGS
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
SEE DRAWING
M4004)
EX STREET LIGHT
11"±
1'-3"±
EX WET WELL
ACCESS
MANHOLE
EX CURB &
GUTTER
EX CONC WALK
20
'
EA
S
E
M
E
N
T
R/W
11
'
3'-
3
"
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX CONC WALK
EX LANDSCAPE (TYP)
EX WATER METER BOX
EX TELECOM BOX
EX TELECOM RISER
EX ELECTRICAL
HATCH
EX OC SAN
EASEMENT
EX PULL BOX
EX CURB &
GUTTER
10" FBEL & EC
SUCTION PIPE
(SEE DRAWING
M4004)
12
14
SEE SECTIONS C
C1003
EX AIR VENT
STA 30+26.53
N 2188972.85
E 6070601.40
TRENCH CL OF FORCE MAINS
DO NOT BLOCK
EX HATCH
EX OC SAN
EASEMENT
EX SCE
EASEMENT
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
9
0
0
3
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
2
0
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MCARTHUR BOULEVARD
C9003
26
TEMPORARY FLOW -
DURING VAULT CONSTUCTION
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
CONSTRUCT NEW VALVE VAULT AND PIPING
AT MACARTHUR PUMP STATION PER SHEETS
C1002 AND C1003
IMPLEMENTATION PLAN
INSTALL TEMPORARY CAPS AND PERFORM
TESTING OF VAULT PIPING
CONNECT VAULT PIPING TO NEW FORCE
MAIN "B" AND DRAIN PIPING TO THE WET
WELL
12
13
14
NOTES:
1. MAINTAIN TEMPORARY PUMPING EQUIPMENT
FOR STANDBY USE DURING CONSTRUCTION.
2. FOR WORKING AND CONTRACTORS STAGING
AREA SEE TRAFFIC CONTROL PLANS DRAWING
TC1014.
3. CONTRACTOR SHALL ADHERE TO THE
REQUIREMENTS OF SECTION 01505 TO KEEP
THE SITE SECURE FROM THE PUBLIC AT ALL
TIMES.
5. ALL TEMPORARY PIPLINE SHALL HAVE FULLY
RESTRAINED JOINTS
TEMPORARY PUMPS AND TRAILER SHALL BE
SUFFICIENTLY ANCHORED TO MINIMIZE
MOVEMENT AND VIBRATION. TRAILER SHALL ALSO
BE EQUIPPED WITH NOISE ATTENUATION TO MEET
LOCAL ORDINANCES.
4.
CONTRACTOR SHALL ALLOW FOR ACCESS TO THE
PUMP STATION BY OC SAN STAFF 24/7 DURING
CONSTRUCTION OPERATIONS. SUFFICIENT
SAFTEY MEASURES SHALL BE IN PLACE TO
PROTECT OC SAN STAFF FROM HARM WHILE
ACCESSING THE SITE.
7.
CONTRACTOR SHALL PROVIDE BARRIERS AROUND
EXCAVATION ADJACENT TO PUMP STATION ACCESS
HATCH TO AVOID FALL HAZARD
6.
S-5317-S
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
TS
TS TS TS TS TS TS TS TS TS
S
D
ED
I
S
O
N
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
TS
TS TS TS TS TS TS TS TS TS
AIR VALVE
EX DRIVEWAY
EX GUARD
POST (TYP)
EX PUMP STATION
HATCH/STAIR CASE
EX
HATCH
EX AIR VENT
EX ELEC
EQUIPMENT
EX EQUIP PAD
PIPE PENTRATION
(SEE DETAIL)
5
C5008
CONSTRUCT
NEW VALVE
VAULT &
YARD PIPING
10" TEMPORARY VALVE CLOSED
CONNECT TO EX
12" DISCHARGE PIPE
EX ELEC
PULL BOX
EX DRAIN
BOX
EX AIR VENT
FORCE MAIN "B"
FORCE MAIN "A"
10" TEMPORARY
10" TEMPORARY VALVE OPEN
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
10" FBEL & CMC
TEMPORARY
BY-PASS PIPE
AND FITTINGS
BYPASS PUMPS/ EQUIPMENT
(IN OPERATION)
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
15
15
15
15
15
15
NEW MACARTHUR
PUMPING STATION
VALVE VAULT
17
16
DUAL 10-INCH HDPE
FORCE MAINS
11"±
1'-3"±
EX CURB &
GUTTER
EX CONC WALK EA
S
E
M
E
N
T
R/W
EX WET WELL
ACCESS
MANHOLE
11
'
3'-
3
"
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX CONC WALK
EX LANDSCAPE (TYP)
EX WATER METER BOX
EX TELECOM BOX
EX TELECOM RISER
EX ELECTRICAL
HATCH
EX OC SAN
EASEMENT
EX STREET LIGHT
EX PULL BOX
EX CURB &
GUTTER
EX RAIL
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
STA 30+26.53
N 2188972.85
E 6070601.40
TRENCH CL OF FORCE MAINS
DO NOT BLOCK
EX HATCH
EX OC SAN
EASEMENT
EX SCE
EASEMENT
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
\
p
d
a
t
a
\
1
8
4
7
5
3
\
C
A
D
D
\
S
H
E
E
T
S
\
7
-
6
8
-
C
9
0
0
4
.
d
w
g
DA
T
E
:
J
u
n
0
2
,
2
0
2
3
2
:
2
1
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MCARTHUR BOULEVARD
C9004
27
TEMPORARY FLOW -
FOR FINAL CONNECTIONS
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
PUMP DIRECT FROM WET WELL USING
TEMPORARY PUMPING EQUIPMENT.
IMPLEMENTATION PLAN
DISCONNECT TEMPORARY BYPASS
PIPING AT 12" MACARTHUR PUMP
STATION AND MAKE FINAL CONNECTION
BETWEEN VAULT PIPING AND EXISTING
12" DISCHARGE PIPE.
BEGIN PUMPING FROM MACARTHUR
PUMP STATION THROUGH FORCE MAIN "B"
15
16
17
NOTES:
1. FOR WORKING AND CONTRACTORS STAGING
AREA SEE TRAFFIC CONTROL PLANS DRAWING
TC1014.
2. CONTRACTOR SHALL ADHERE TO THE
REQUIREMENTS OF SECTION 01505 TO KEEP THE
SITE SECURE FROM THE PUBLIC AT ALL TIMES.
TEMPORARY PUMPS AND TRAILER SHALL BE
SUFFICIENTLY ANCHORED TO MINIMIZE
MOVEMENT AND VIBRATION. TRAILER SHALL ALSO
BE EQUIPPED WITH NOISE ATTENUATION TO MEET
LOCAL ORDINANCES.
3.
ALL TEMPORARY PIPLINE SHALL HAVE FULLY
RESTRAINED JOINTS
4.
CONTRACTOR SHALL ALLOW FOR ACCESS TO THE
PUMP STATION BY OC SAN STAFF 24/7 DURING
CONSTRUCTION OPERATIONS. SUFFICIENT SAFTEY
MEASURES SHALL BE IN PLACE TO PROTECT OC
SAN STAFF FROM HARM WHILE ACCESSING THE
SITE.
5.
S-5317-S
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
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D
12
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D
W
W
W
TS
TS TS TS TS TS TS TS TS TS
S
D
ED
I
S
O
N
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
21''SS
12''FM 12''FM 12''FM 12''FM 12''FM 12''FM
EEEEEEEEEEEEEEEEE
E E E E E E E E E E
E
E
E
E
E
E
E
E
E EEE E E E E E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
T
T
T
T
T
T
T
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12
'
'
S
D
12
'
'
S
D
W
W
W
TS
TS TS TS TS TS TS TS TS TS
TEMPORARY
EX DRIVEWAY
EX GUARD
POST (TYP)
EX PUMP STATION
HATCH/STAIR CASE
EX
HATCH
EX AIR VENT
EX RAIL
EX ELEC
EQUIPMENT
EX EQUIP PAD
PIPE PENTRATION
(SEE DETAIL)
5
C5008
CONSTRUCT
NEW VALVE
VAULT &
PIPING
10" TEMPORARY VALVE CLOSED
EX 12" PIPE CONNECTED
TO NEW FORCE MAIN
EX ELEC
PULL BOX
EX DRAIN
BOX
EX AIR VENT
FORCE MAIN "B"
FORCE MAIN "A"
CONNECT TO
NEW FORCE
MAIN "A"
19
10" AIR VALVE
18
18
10" TEMPORARY VALVE CLOSED18
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
10" FBEL & CMC
TEMPORARY
BY-PASS PIPE
AND FITTINGS
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
NEW CURB &
GUTTER
20
NEW PAVEMENT
REPLACEMENT
20
NEW PAVEMENT
REPLACEMENT
20
NEW LANDSCAPE (TYP)21
NEW LANDSCAPE (TYP)21
NEW CURB &
GUTTER
20
18
EX CURB &
GUTTER
18
18
10" FBEL & EC
TEMPORARY
BY-PASS PIPE
18
DUAL 10-INCH HDPE
FORCE MAINS
BYPASS PUMPS/ EQUIPMENT
EX STREET LIGHT
11"±
1'-3"±
EX CURB &
GUTTER
EX CONC WALK
EA
S
E
M
E
N
T
R/W
EX WET WELL
ACCESS
MANHOLE
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
EX CONC WALK
EX LANDSCAPE (TYP)
EX WATER METER BOX
EX TELECOM BOX
EX TELECOM RISER
EX ELECTRICAL
HATCH
EX OC SAN
EASEMENT
EX PULL BOX
INDICATES LIMITS OF
CONCRETE REPLACEMENT
NEW DRIVEWAY
APPROACH SLAB
REPLACEMENT
21 NEW SIDEWALK
REPLACEMENT
21NEW SIDEWALK
REPLACEMENT
21
STA 30+26.53
N 2188972.85
E 6070601.40
TRENCH CL OF FORCE MAINS
DO NOT BLOCK
EX HATCH
EX OC SAN
EASEMENT
EX SCE
EASEMENT
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
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:
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1
8
4
7
5
3
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A
D
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E
T
S
\
7
-
6
8
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9
0
0
5
.
d
w
g
DA
T
E
:
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n
0
2
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2
0
2
3
2
:
2
2
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1" = 4'
0 4 128
Call:811
MACARTHUR BOULEVARD
C9005
28
TEMPORARY FLOW -
REMOVAL OF TEMPORARY
PUMPING EQUIPMENT
ALEX S. MAHER
DANIEL D. TRUJILLO
JOHN M. NAGLE
IMPLEMENTATION PLAN
CONSTRUCT REPLACEMENT OF
SIDEWALK AND DRIVEWAY AND
COMPLETE SITE AND LANDSCAPING
RESTORATION AT MACARTHUR PUMP
STATION
REMOVE ALL TEMPORARY BYPASS PIPING
AND EQUIPMENT
18
CONNECT VAULT PIPING TO NEW FORCE
MAIN "A"
19
20 COMPLETE PAVEMENT, CURB AND GUTTER
REPAIR IN MACARTHUR BLVD. SEE C7002
FOR PAVING LIMITS
21
NOTES:
1. FOR WORKING AND CONTRACTORS STAGING
AREA SEE TRAFFIC CONTROL PLANS DRAWING
TC1014.
2. CONTRACTOR SHALL ADHERE TO THE
REQUIREMENTS OF SECTION 01505 TO KEEP THE
SITE SECURE FROM THE PUBLIC AT ALL TIMES.
TEMPORARY PUMPS AND TRAILER SHALL BE
SUFFICIENTLY ANCHORED TO MINIMIZE
MOVEMENT AND VIBRATION. TRAILER SHALL ALSO
BE EQUIPPED WITH NOISE ATTENUATION TO MEET
LOCAL ORDINANCES.
3.
ALL TEMPORARY PIPLINE SHALL HAVE FULLY
RESTRAINED JOINTS
4.
CONTRACTOR SHALL ALLOW FOR ACCESS TO THE
PUMP STATION BY OC SAN STAFF 24/7 DURING
CONSTRUCTION OPERATIONS. SUFFICIENT SAFTEY
MEASURES SHALL BE IN PLACE TO PROTECT OC
SAN STAFF FROM HARM WHILE ACCESSING THE
SITE.
5.
S-5317-S
21''SS
21''SS
12
'
'
F
M
12'
'
F
M
12'
'
F
M
12''
F
M
12''
F
M
12''
F
M
12
'
'
F
M
12''FM
12'
'
F
M
12'
'
F
M
12''
F
M
12''
F
M
12''
F
M
EEEEEEEEEEEEEEEEEEE
E
E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD 18''SD
12
'
'
S
D
12
'
'
S
D
12
'
'
S
D
12
'
'
S
D
TS
TS
TS
TS
TS
A
M4002
2'-
4
"
30"X30"X
30" DEEP
SUMP
TO EX WET WELL
B
M4002
EX WET
WELL
2'-10"3'
2'-10"3'
6" FBEL & EC STL
DRAIN PIPING
12'-10"
7'
11
"
EX WALL
EX WALL
(SEE NOTE 3)
(PROTECT IN PLACE EXISTING ELECTRICAL PULL BOX OR
TEMPORARILY RELOCATE AS REQUIRED AND REPLACE IN
CURRENT LOCATION UPON INSTALLATION OF FORCE MAIN
DRAIN PIPELINE)
3'-6"X3'-6" ACCESS HATCH
ON ROOF SLAB W/ H25
LOADING SINGLE LEAF
HINGED CHECKER PLATE
DOOR AND LIFT ASSIST
EXISTING PUMP STATION
(PROTECT IN PLACE)
8"
8"
11
'
-
8
"
7'-2"
1'-
1
0
"
2'
-
4
"
2'
-
2
"
4'
-
8
"
4-6" X 7'-0"
ACCESS HATCH
ON ROOF SLAB
W/ H25 LOADING,
DOUBLE LEAF
HINGED
CHECKER PLATE
DOOR AND LIFT
ASSIST.
24" DIA CLR OPEN W/ CAST
IRON LID ON ROOF SLAB W/
H-25 LOADING
4'-0"X5'-0" ACCESS HATCH ON
ROOF SLAB W/ H25 LOADING,
SINGLE LEAF HINGED CHECKER
PLATE DOOR AND LIFT ASSIST.
8
6
9
11
10
6
12
6
6
9
FOR YARD PIPING
SEE DRAWING C1002
15
13
16
14
8
17
19
17
6
13
13
9
6
16
9
FOR FORCE MAIN DRAIN
PIPELINE SEE DRAWING
C1002
(PROTECT IN PLACE EXISTING DRAIN INLET OR TEMPORARILY
RELOCATE AS REQUIRED AND REPLACE IN CURRENT
LOCATION UPON INSTALLATION OF FORCE MAIN DRAIN
PIPELINE)
FOR YARD PIPING SEE
DRAWING C1002
EX OC SAN
EASEMENT
EX OC SAN
EASEMENT
8"
2'-
4
"
2'
56
564"
6"
6"
6"
4"
4"
6"
6"
4"
4"
84TYP
84TYP
4"6"
6"4"
84 TYP
4"
6"
28
FLANGE CONNECTION
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
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:
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8
4
7
5
3
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\
7
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6
8
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M
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0
0
1
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d
w
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DA
T
E
:
J
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n
0
2
,
2
0
2
3
2
:
2
7
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1/2"=1'-0"
0 2 64
Call:811
VALVE VAULT PLAN
SCALE: 1/2"=1'-0"
1
C1001
M4001
29
VALVE VAULT PLAN
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
NOTE:
SUBGRADE SHALL BE INSPECTED BY GEOTECH
ENGINEER PRIOR TO INSTALLATION OF BASE MATERIAL
FOR PLAN & PROFILE
SEE DRAWING C1006
PRECAST VAULT SHALL HAVE EXTERIOR WATER
PROOFING COATING SYSTEM 204 PER SECTION 09800.
VAULT SHALL BE EQUIPPED WITH METAL SLEEVES
FOR REMOVABLE SAFETY RAILING.
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF
THE WALL AND FOOTING PRIOR TO ORDERING VALVE
VAULT AND HATCHES.
1.
2.
GENERAL NOTES:
3.
CONSTRUCTION NOTES
6 INSTALL 10" FBEL & EC STEEL PIPE
8 INSTALL 10" X 6" FBEL & EC STEEL TEE (FE X FE X
PE)
9 INSTALL 10" DISMANTLING JOINT
10 INSTALL 10" PLUG VALVE WITH 2" SQUARE NUT
OPERATOR
11 INSTALL 10" FBEL & EC STEEL TEE ROTATED
VERTICAL WITH 10" PLUG VALVE, BLIND FLANGE,
AND AIR VALVE
12 INSTALL 10" COUPLING (RESTRAINED)
13 INSTALL 6" FBEL & EC STEEL PIPE (FE X GE) (GE X
PE)
14 INSTALL 6" FBEL & EC STEEL WYE (PE X FLG)
15 INSTALL 6" PLUG VALVE WITH 2" SQUARE NUT
OPERATOR
16 INSTALL 6" VICTAULIC COUPLING (RESTRAINED)
17 CONSTRUCT PIPE WALL PENETRATION PER
DETAIL 5 ON DRAWING C5008
19 FURNISH PRECAST CONCRETE VALVE VAULT
WITH ACCESS HATCHES AND SUMP. VALVE
VAULT SHALL BE WATERPROOF COATED PER
SPECIFICATIONS
28 INSTALL 6" COUPLING (RESTRAINED)
56 12" DIAMETER FACTORY "KNOCK-OUT" CAST INTO
VAULT
84 METAL SLEEVE FOR 1-5/8" DIAMETER
REMOVABLE HANDRAIL. SLEEVE SHALL HAVE
HINGED COVER FOR DEBRIS INTRUSION
PREVENTION
S-5317-S
EL 45.88
TOP VAULT
EL 34.50
FLOOR
EL 37.50
CL PIPE
3'
PAVEMENT
3'
8" CRUSHED
ROCK BASE
2'-10"
13'
PIPE
SUPPORT (TYP)
2'
1
C5008
16
14
7'-2"
19
171313
8 8
15 13 28 4
24" DIA CLR OPEN CAST
IRON VALVE CAN & LID
ON ROOF SLAB W/ H-25
LOADING
4'-0"X5'-0" ACCESS HATCH ON
ROOF SLAB W/ H25 LOADING,
SINGLE LEAF HINGED CHECKER
PLATE DOOR AND LIFT ASSIST.
(SEE NOTE 2)
30"X30"X30"
DEEP SUMP
56
4'
30"X30"X30"
DEEP SUMP
EL 45.88
TOP VAULTPAVEMENT
EL 34.50
FLOOR
8" CRUSHED
ROCK BASE
PIPE SUPPORT
(TYP)
EL 37.50
CL PIPE
3'
1
C5008
3
C5008
VALVE POSITION
INDICATOR (TYP)
NOTE:
SUBGRADE SHALL BE INSPECTED BY GEOTECH
ENGINEER PRIOR TO INSTALLATION OF BASE
MATERIAL.
86
6
9 6 9
17
12
11 10 66 9
1713
1'
4'-0"X5'-0" ACCESS HATCH ON
ROOF SLAB W/ H25 LOADING,
SINGLE LEAF HINGED CHECKER
PLATE DOOR AND LIFT ASSIST.
(SEE NOTE 2)
4-6" X 7'-0" ACCESS HATCH ON
ROOF SLAB W/ H25 LOADING,
DOUBLE LEAF HINGED CHECKER
PLATE DOOR AND LIFT ASSIST.
(SEE NOTE 2)
11"
11'-8"
1'-10"
8"
19
8"
12" DIA
KNOCKOUTS
4'-15
8"
2'
ROOF SHALL HAVE COVERED SLEEVES FOR
REMOVABLE GUARD RAILING AROUND EACH
LEADING EDGE OF THE HATCH OPENING. SEE
M4001 FOR SLEEVE LOCATIONS.
1.
2.
10" PLUG VALVE
W/ AIR VAC
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
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8
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7
5
3
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7
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6
8
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M
4
0
0
2
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DA
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J
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n
0
2
,
2
0
2
3
2
:
2
8
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1/2"=1'-0"
0 2 64
Call:811
SECTION
SCALE: 1/2"=1'-0"
A
M4001 SECTION
SCALE: 1/2"=1'-0"
B
M4001
M4002
30
VALVE VAULT SECTIONS
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
CONSTRUCTION NOTES
4 INSTALL 6" FBEL & CMC STEEL PIPE
6 INSTALL 10" FBEL & EC STEEL PIPE
8 INSTALL 10" X 6" FBEL & EC STEEL TEE (FE X FE X PE)
9 INSTALL 10" DISMANTLING JOINT
10 INSTALL 10" PLUG VALVE WITH 2" SQUARE NUT OPERATOR
11 INSTALL 10" FBEL & EC STEEL TEE ROTATED VERTICAL WITH 10" PLUG VALVE, BLIND FLANGE, AND AIR
VALVE
12 INSTALL 10" COUPLING (RESTRAINED)
13 INSTALL 6" FBEL & EC STEEL PIPE (FE X GE) (GE X PE)
14 INSTALL 6" FBEL & EC STEEL WYE (PE X FLG)
15 INSTALL 6" PLUG VALVE WITH 2" SQUARE NUT OPERATOR
16 INSTALL 6" VICTAULIC COUPLING (RESTRAINED)
17 CONSTRUCT PIPE WALL PENETRATION PER DETAIL 5 ON DRAWING C5008
19 FURNISH PRECAST CONCRETE VALVE VAULT WITH ACCESS HATCHES AND SUMP. VALVE VAULT SHALL
BE WATERPROOF COATED PER SPECIFICATIONS
28 INSTALL 6" COUPLING (RESTRAINED)
56 12" DIAMETER FACTORY "KNOCK-OUT" CAST INTO VAULT
S-5317-S
A
-
10-INCH HDPE
FORCE MAIN
EX PAVEMENT
PRECAST CLEANOUT
VAULT
6'-6"
PIPE
SUPPORT (TYP)
6'-6"
10" DI BLIND
FLANGE
1" BALL VALVE
VAULT DIMENSIONS TABLE
CLEAN OUT VAULT #RIM EL
CO#1
CO#2
CO#3
H
RIM EL (SEE TABLE BELOW)
H
WALL PENETRATON
SEAL (TYP)
7'
-
6
"
1" BALL VALVE
2 PLACES
3'-3"
6" CRUSHED
ROCK BASE
2'
-
7
"
2'
-
4
"
2'
-
7
"
WALL PENETRATON
SEAL (TYP)
5'
-
0
"
2'-
6
"
48" MANHOLE WITH
CONCENTRIC 24" COVER
PER MODIFIED DRAWING
S-052 ON DRAWING C5004
10-INCH HDPE
FORCE MAIN
10" HDPE
TEE
10-INCH HDPE
FORCE MAIN
10-INCH HDPE
FORCE MAIN
10-INCH HDPE
FORCE MAIN
10-INCH HDPE
FORCE MAIN
10" HDPE
TEE
52.10
53.60
46.76
2.91
5.88
3.25
5
C-5008
WALL
PENETRATON
SEAL (TYP)316 SS
NIPPLE
MOLDED HDPE STUB END-
FLANGE FITTING W/316SS
BACKER RING
SUBGRADE SHALL BE
COMPACTED TO 90%
RELATIVE COMPACTION
NOTE:
SUBGRADE SHALL BE INSPECTED BY GEOTECH
ENGINEER PRIOR TO INSTALLATION OF BASE
MATERIAL.
10" HDPE
TEE
1
C-5008
48" MANHOLE WITH
CONCENTRIC 24" COVER
PER MODIFIED DRAWING
S-052 ON DRAWING C5004
48"
24"
CLR OPENING
PIPE INV
44.29±
42.80±
38.13±
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
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8
4
7
5
3
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C
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\
7
-
6
8
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M
4
0
0
3
.
d
w
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DA
T
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:
J
u
n
0
2
,
2
0
2
3
2
:
2
9
p
m
U
S
E
R
:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1/2"=1'-0"
0 2 64
Call:811CLEANOUT VAULT PLAN
SCALE: 1/2"=1'-0"
1
-
SECTION
SCALE: 1/2"=1'-0"
A
-
M4003
31
CLEANOUT VAULT
PLAN AND SECTION
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
NOTES:
1. CLEANOUT VAULTS SHALL BE
WATERPROOF COATED PER
SPECIFICATIONS.
S-5317-S
EL 47.17
CL PIPE
2" WASTEWATER
AIR/ VACUUM
VALVE
EL 38.08
CL PIPE
EX CONCRETE CURB
⅊
EX PUMP
STATION
EX STREET
EX 18" SD
EX ELEC
COND
TOP OF PUMP
STATION (CONC)
6" FBEL&EC STL
DRAIN PIPE
10" FBEL&CMC STL PIPE
TEMPORARY BY-PASS
10" FBEL&EC STL PIPE
TEMPORARY BY-PASS
(DISCHARGE PIPE)
EL 36.50
CL PIPE
10" STL PLUG
VALVE (FLG'D)
10" STL TEE
(FLG'D)
10" FBEL&EC STL
ELBOW (PE) (LR)
10" FBEL&CMC STL
ELBOW (PE) (LR)
10" FBEL&CMC STL
ELBOW (PE) (LR)
EX GROUND
EX CURB &
GUTTER EX SIDEWALK
13'-5"
SEWAGE BYPASS
PUMP
(ON TRAILER)
3'
±
EX BLOCK WALL
PIPE SUPPORT
W/ STRAP (TYP)
PIPE SUPPORT TO
BE TEMPORARLY
BOLTED TO EX
STRUCTURE (TYP)
(SEE NOTE 1)
ACCESS HATCH
(SHOWN IN
BACKGROUND)
6" FLEX-HOSE
6" DISCHARGE
PIPE
6" PVC SDR-35
PIPE
10" STL TEE
(FLG'D)
6" SUCTION PIPE
16'-1"
6.36'
EL 47.17
CL PIPE
EX STREET
LIGHT
10" FBEL&CMC STL PIPE
TEMPORARY BY-PASS
(DISCHARGE PIPE)EX HAND
RAIL
EX ELEC
VAULT
EX CURB &
GUTTER
10" STL PLUG VALVE
(FLG'D) 4 PLACES
10" STL TEE
(FLG'D)
2" WASTEWATER
AIR/ VACUUM
VALVE
EX GUARD POST
AND CHAIN
A
M4004
10" FBEL&CMC STL
ELBOW (PE) (LR)
EX SIDEWALK
DO NOT BLOCK
EX VAULT HATCH
EX PUMP
STATION
6" SUCTION
PIPE (ELBOW
DWN)
10" FBEL&EC STL PIPE
TEMPORARY BY-PASS
(SUCTION PIPE)
10"x6" RED.
EX CONC.
CURB
EX PULL BOX
ELEC
EX
L
A
N
D
S
C
A
P
I
N
G
EX
L
A
N
D
S
C
A
P
I
N
G
EX BLOCK WALL
EX VAULT
VENT
10" FBEL&EC STL PIPE
TEMPORARY BY-PASS
SEWAGE BYPASS
PUMP
(ON TRAILER)
6" DRAIN LINE 10"x6" RED.
6" DISCHARGE
PIPE (ELBOW
DOWN)
EX OC SAN
EASEMENT
10" FBEL&EC STL
ELBOW (PE) (LR)PIPE SUPPORT
(TYP)
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
H
:
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1
8
4
7
5
3
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6
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2
0
2
3
2
:
3
0
p
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:
D
A
N
N
Y
M
DRAWING NO.
49OF(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
7-68
ORANGE COUNTY SANITATION DISTRICT
5 Hutton Centre Drive, Suite 500
Santa Ana CA 92707
Phone: (949) 472-3505
MBAKERINTL.COM
MACARTHUR FORCE MAIN IMPROVEMENTS
No. 46972REGISTERED P R O F ESSIONAL
E
N
G
I
NE
ER
STATE OF CA L I F O R NIACIVIL
JOH N M . NA
G
L
E
2/7/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SCALE: 1/2"=1'-0"
0 2 64
Call:811
BY-PASS PLAN
SCALE: 1/2"=1'-0"
1
-
SECTION
SCALE: 1/2"=1'-0"
A
-
M4004
32
TEMPORARY BY-PASS
PLAN AND SECTION
ALEX S. MAHER
JOE M. ABDI
JOHN M. NAGLE
1.
NOTES:
UPON REMOVAL OF TEMPORARY PIPE
SUPPORTS, CONTRACTOR SHALL FILL
BOLTED HOLES WITH FLOWABLE GROUT
REPAIR COMPOUND PER SECTION 03740.
S-5317-S
PROCESS AND INSTRUMENTATION DIAGRAM
MACARTHUR PUMP STATION
PUMPS DISCHARGE LINE 57B-NP-140
OF
DRAWING NO.
PROJECT NO.
DRAWN BY:
DESIGNED BY:
(IF NOT 2"-SCALE ACCORDINGLY)
LINE IS 2 INCHES
AT FULL SIZE
CHECKED BY:
PLC NO.
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
MACARTHUR FORCE MAIN IMPROVEMENTS
MARK DATE APPR.DESCRIPTION BY ORANGE COUNTY SANITATION DISTRICT
DW
G
:
J
:
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A
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t
o
C
A
D
P
N
I
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P
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O
J
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6
8
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5
7
B
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4
0
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DA
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:
M
a
y
2
3
,
2
0
2
3
6
:
4
4
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HKTED
A
LU
LS
T
T
A
FILFAC
VIC I
EO
RT
IS
EG
ER
R
54266
D
No.
AI
O R N
G
N
EE
I
E
N
R
B
OOSFESIPRAN
AH
LA
S.
L
L
4/20/23
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
S-5317-S
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS
CONFORMED DOCUMENTS
FOR CONSTRUCTION
THE ADDENDA ISSUED DURING
THE BIDDING PERIOD ARE
INCORPORATED INTO THESE
DOCUMENTS. IF DISCREPANCIES
BETWEEN THESE DOCUMENTS
AND THE RESPECTIVE BIDDING
DOCUMENTS INCLUDING
ADDENDA ARE FOUND, THE
BIDDING DOCUMENTS WITH THE
ORIGINAL ADDENDA SHALL
GOVERN.
SS