Addendum 2 ALA9A 14.pdf
PDF 3 MB Posted
- Attached to
- Alamitos 9A & 14 Pump-to-Waste Drain Line
- Solicitation number
- UD-25-258
- Issued by
- Los Angeles County, California
About this file
Addendum No. 2 Summary
This Addendum No. 2 is a contract amendment issued by the Long Beach Public Utilities Department for the Alamitos 9A & Alamitos 14 Pump-to-Waste Drain Line Project (Specifications No. WD-17-24, Drawing No. EO-3715). The addendum extends the bid receipt deadline from Thursday, July 3, 2025, at 2:00 PM to Thursday, July 10, 2025, at 2:00 PM for electronic submission via the City's online procurement portal using keyword WD-17-24. All bids must be accompanied by a scanned copy of the full bid, Bidder's Bond, a notarized Noncollusion Affidavit, and a completed Equal Benefits Ordinance form. The project encompasses installation of 1,765 linear feet of 12-inch PVC pipe, paving removal and resurfacing of 4,300 square feet, landscape removal and replacement of 865 linear feet, furnishing and installation of two 12-inch gate valves, connections to existing well piping, discharge gooseneck modifications, excavation safety measures, traffic control, and construction survey staking. The bid schedule includes ten non-optional base items and three optional items, with optional items covering permit and inspection reimbursement ($20,000), excavation of contaminated soil and replacement with imported backfill material (200 cubic yards), and a field order allowance ($25,000).
The addendum addresses eight bidder questions clarifying project requirements, including E. De Ora Way closure procedures, paving scope reduction aligned with LBUD Standard Drawing WDS-406, sidewalk replacement requirements in front of the community center, louvered screen specifications with revised details provided, a 75' x 75' laydown area within Stearns Park subject to Long Beach Parks approval, asphalt thickness assumptions of 6 inches for restoration, permitted onsite spoil storage within the designated laydown area, and mandatory use of sod rather than hydroseeding for landscape restoration per specification 32 97 00. A signed Addenda Acknowledgement form and copy of the addendum must accompany all bid submittals. Questions regarding the project should be directed to Nik Baykal, Senior Civil Engineer, at (562) 570-2347. The addendum was issued on July 1, 2025, and signed by Robert J. Verceles, P.E., Director of Water/Sewer Engineering.
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AD2-1
1800 E. Wardlow Road Long Beach, CA 90807
562.570.2300 │LBUtilities.org
July 1, 2025
ADDENDUM NO. 2
TO THE CONTRACT DOCUMENTS
Long Beach Public Utilities Department Long Beach, California Specifications No. WD-17-24 Drawing No. EO-3715
ALAMITOS 9A & ALAMITOS 14 PUMP-TO-WASTE DRAIN LINE PROJECT TO ALL
PLAN HOLDERS
The following amendment is hereby made a part of the Contract Documents of the subject project as fully and completely as if the same were set forth therein. This Addendum No.
2 consists of pages AD2-1 to AD2-9.
CONTRACT DOCUMENTS
The following clarifications, additions, and deletions are made to the Specifications and Construction Plans as stated below:
SPECIFICATIONS:
1. Notice Inviting Bids
DELETE the follwing:
RECEIPT OF BIDS: Bids will be accepted on behalf of the Board of Public Utilities Commissioners of the City of Long Beach, California, Owner of the Work, until 2:00PM on Thursday, July 3, 2025, for LBUD Alamitos 9A & 14 Pump-to-Waste Drain Line, via the City’s online procurement portal https://longbeachbuys.buyspeed.com/bso/, using keyword WD-17-24.
The bids must be submitted electronically. Each electronic bid must be accompanied with a scanned copy of the full Bid, Bidder’s Bond, a notarized Non-collusion Affidavit, and a completed Equal Benefits Ordinance form.
REPLACE with:
RECEIPT OF BIDS: Bids will be accepted on behalf of the Board of Public Utilities Commissioners of the City of Long Beach, California, Owner of the Work, until 2:00PM on Thursday, July 10, 2025, for LBUD Alamitos 9A & 14 Pump-to-Waste Drain Line, via the City’s online procurement portal https://longbeachbuys.buyspeed.com/bso/, using keyword WD-17-24.
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AD2-2
The bids must be submitted electronically. Each electronic bid must be accompanied with a scanned copy of the full Bid, Bidder’s Bond, a notarized Non-collusion Affidavit, and a completed Equal Benefits Ordinance form.
2. Bid
DELETE the following:
REPLACE with:
AD2-4
PLANS:
1. DELETE the following:
Sheets G-004, C-001, C-002, C-004, & C-005
REPLACE with:
AD2-5 through AD2-9
BIDDER QUESTIONS
1. Question: Please clarify whether E. De Ora Way can be closed for the entirety of the project or only during working hours.
Answer: Daily closures of E. De Ora Way can be coordinated with Long Beach Public Works and Long Beach Parks. Access to the parking lot south of the baseball fields must be maintained. E. De Ora Way must be reopened at the end of each working day.
2. Question: The square footage provided (13,000 SF) seems to be if we are going to re-pave from curb to curb along the length of the pipe, but the standard drawing (LBUD STD DWG WDS-406) calls out for a trench T-section re-paving. Are we going to repave the whole road (from curb to curb) or just where the pipe is placed (trench section)?
Answer: See revised bid schedule on page AD2-4 that reduces the re-paving square footage to align with LBUD Standard Drawing WDS-406
3. Question: Will the sidewalk in front of the community center need to be replaced?
Answer: Yes, the interfering portions of the sidewalk will need to be removed and replaced. Please refer to AD2-6 for the updated drawing with a callout included.
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AD2-3
4. Question: There is not enough information in the contract documents regarding the 12” x 48” louvered screen as shown in detail 2/sheet 8. Please provide information on the louvered screen such as type of material, thickness, a typical shop drawing or reference to a manufacturer, type of connection to manhole grade ring, etc.
Answer: See revised detail on AD2-9 providing additional details for the louvered screen.
5. Question: Are we allowed a laydown area onsite? If so, what are the dimensions/location and what are we allowed to store? Or do we need to rent one off-site?
Answer: A 75’ x 75’ laydown area within Stearns Park may be used. The laydown area will be within the park and subject to approval by Long Beach Parks staff. The area shall be fenced and restored to original condition after demobilization. Staging within either parking lot will not be permitted.
6. Question: What is the thickness of the asphalt road inside the park? If not known, would you please provide the required minimum asphalt thickness for restoration?
Answer: The thickness of the asphalt along E. De Ora Way is not known, assume existing asphalt road is 6-inches thick.
7. Question: Can we spoil onsite?
Answer: Spoils can be stored within designated laydown area.
8. Question: Is hydroseeding an acceptable method of landscape restoration?
Answer: No, sod shall be used for landscape restoration. See specification 32 97 00 for additional requirements.
A signed copy of the Addenda Acknowledgement form provided in Part 1 of the Bidding Requirements and a copy of this addendum must accompany the Bid Submittal.
Questions regarding the project shall be directed to Nik Baykal at (562) 570-2347.
Sincerely, Robert J. Verceles, P.E.
Director of Water/Sewer Engineering
Att.
cc: Danna Monzon, Manager of Engineering Nik Baykal, Senior Civil Engineer Peter Nguyen, Civil Engineering Assistant
Board of Public Utilities Commissioners Bid of the City of Long Beach Page 2 of 12
BID
LBUD ALAMITOS 9A &14 PUMP-TO-WASTE DRAIN LINE
PER SPECIFICATION
WD-17-24
Furnish all labor, materials, equipment, applicable taxes, and incidentals necessary for the accomplishment of the following specific work items, each being the LUMP SUM PRICE, LINEAR FOOT PRICE, STIPULATED DOLLAR AMOUNT, OR EACH PRICE for the specific item:
Note each bid item is described in detail in Specification Section 01 22 00 – UNIT PRICES.
BID SCHEDULE A – NON-OPTIONAL ITEMS
Item No. Description Size-
Quantity Unit Unit Price Item Total
BASE BID ITEMS
A1 Mobilization/Demobilization 1 LS $ $
A2 Excavation Safety Measures 1 LS $ $
A3 Traffic Control and Restriping 1 LS $ $
A4 Construction Survey Staking 1 LS $ $
A5 Discharge Gooseneck, Outlet, & Manhole Modifications per Detail 2/ Sheet 8 1 LS $ $
A6 12-inch PVC pipe installation 1,765 LF $ $
A7 Paving Removal and Resurfacing 4,300 SF $ $
A8 Landscape Removal and Replacement 865 LF $ $
A9 Furnish and Install New 12-inch Gate Valves 2 EA $ $
A10 Connection to Existing Well Piping 2 EA $ $
SUBTOTAL AMOUNT BID SCHEDULE A (BID ITEMS A1 Through A10)
BID SCHEDULE B – OPTIONAL ITEMS
Item No. Description Size –
Quantity Unit Unit Price Item Total
B1 Permit and Inspection Reimbursement 1 Reimburse $ 20,000 $ 20,000
B2 Excavate Contaminated Soil and Replace with Imported Backfill Material 200 CY $ $
B3 Field Order Allowance 1 Allow $ 25,000 $ 25,000
SUBTOTAL AMOUNT BID SCHEDULE B (BID ITEMS B1 Through B3) $
TOTAL AMOUNT BID (BID SCHEDULES A, AND B) $
AD2-4
DRAWING / FILE NUMBER:
EO-3715
FAMIS PROJECT: FAMIS PROJECT:
MUNIS PROJECT: MUNIS PROJECT:
WAT283
651404001
ALAMITOS 9A AND 14
PUMP TO WASTE DRAIN LINE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 40'
SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE FEB/25
VARIOUS
DESCRIPTION
DATE
REV.
DATE
DATE
B. ANATOLE FALAGAN
GENERAL MANAGER
LONG BEACH UTILITIES DEPARTMENT
MG
CDR FEB/25
F I L E
N
A M
E
M c d w g
D
S
I G
N
B
Y
N/A
1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754
WD-17-24
ABBREVIATIONS, PUBLIC AGENCIES, LEGEND, AND
CONSTRUCTION NOTES
ABBREVIATIONS
P
LONG RADIUS
POWER
VERT
FIRE HYDRANT FH
LAT
HIGHPOINT
HYD HYDRANT
HP
LATERAL
WJ
SCH
SD
SS
SHT
SCE
S
R/W OR ROW
VCP
UG
TS
TYP
STA
STD
STL
HORIZONTAL
LF
M
MG
GALV
IRR
LBUD
MIN
NTS
OC
OD
NAP
MJ
MH
MV
ID
HMW/PE HIGH MOLECULAR WEIGHT
GB
POLYETHYLENE
HORIZ
INSUL INSULATION
GRADE BREAK
H
HWY
GV
G
MW MONITORING WELL
GA
SERVICE
STORM DRAIN
SCHEDULE
SHEET
SANITARY SEWER
SIGNAL
SOUTHERN CALIFORNIA EDISON
RADIUS
REQUIRED
REINFORCED CONCRETE PIPE
POINT OF VERTICAL INTERSECTION
SLOPE (GRADIENT OF PIPELINE)
RECYCLED WATER
RIGHT-OF-WAY
PUBLIC WORKS CONSTRUCTION
VITRIFIED CLAY PIPE
UNDERGROUND
UNKNOWN
VERTICAL
WATER SERVICE
WELDED JOINTS
TYPICAL
STANDARD
STATION
STANDARD SPECIFICATIONS FOR
STEEL
TRAFFIC SIGNAL CONDUIT
TOP OF PIPE
TELEPHONE
REINFORCED CONCRETE BOX
UNK
PRC
PT
TOP
SSPWC
WS
PVC
RJ
REQ'D
RW
RCP
PVMT
R
RCB
TEL
POLYVINYL CHLORIDE
POINT OF REVERSE CURVE
PP
PAVEMENT
RESTRAINED JOINT
POINT
POWER POLE
RSGV
PVI
SIG/SL
PI
PL
CONC
BF
BFV
DC
CI CML
CML&C
BOP
BO
CI
CO
CP
C
APPROX
AIR-VAC
BC
AWG
BEGIN CURVE
BLIND FLANGE
BEGIN VERTICAL CURVE
APPROXIMATE
AIR RELEASE & VACUUM RELIEF VALVE
BLOW-OFF ASSEMBLY
BUTTERFLY VALVE
FL
COND
DI
C&G
DET
FLG
ASSY
BFP
CB
ACP
ASPHALT CONCRETE OR ASBESTOS CEMENT
AGGREGATE BASE AB
ABANDONED
AC
FG FINISHED GRADE
PLASTIC LINE
POINT OF INTERSECTION
FINISHED FLOOR FF
ABN OR ABD
EC
DIP
DIA
E OR ELEC
BVC
L
C
DWG
EVC
ESMNT
FO
CS
F
EX
NOT TO SCALE
NOT A PART
ON CENTER
METERING VAULT
GALVANIZED
METER
MINIMUM
NOT IN CONTRACT
MANHOLE
POINT OF COMPOUND CURVE
PLAIN END
MILLION GALLONS
MECHANICAL JOINT
OUTSIDE DIAMETER
LINEAR FEET
HIGHWAY
FUT
FINISHED SURFACE
FUTURE
FS
NIC
PCC
PE
GAUGE
LONG BEACH UTILITY DEPARTMENT
GATE VALVE
IRRIGATION
GAS
HOUSE
INSIDE DIAMETER
FLANGE
CEMENT MORTAR LINED AND COATED
CAST IRON CEMENT MORTAR LINED
CAST IRON
CLEAN OUT (SEWER)
CATHODIC PROTECTION
CONDUIT
CONCRETE
CATCH BASIN
BACK FLOW PREVENTER
AMERICAN WIRE GAUGE
BOTTOM OF PIPE
ASSEMBLY
CURB AND GUTTER
COPPER PIPE
ASBESTOS CEMENT PIPE
CORPORATION STOP
END VERTICAL CURVE
EASEMENT
END CURVE
EXISTING
FLOWLINE
FLARE
FIBER OPTICS
ELECTRIC
DETAIL
DOUBLE CHECK DETECTOR ASSEMBLY
CENTERLINE
DUCTILE IRON
DRAWING
DUCTILE IRON PIPE
DIAMETER
RESILIENT SEATED GATE VALVE
LR
NRCP NON-REINFORCED CONCRETE PIPE
SERV
CL/
INVERT ELEVATION IE/INV (EL)
FM FORCE MAIN
PH POTHOLE
PO PUSH ON
SSMH SANITARY SEWER MANHOLE
SR
SHORT RADIUS
AH AHEAD
BK BACK
POB POINT OF BEGINNING
POE POINT OF END
PUBLIC AGENCIES & UTILITIES
CITY OF LAKEWOOD
333 W. OCEAN BLVD., 9TH FLOOR
PUBLIC WORKS - TRAFFIC/ TRANSPORTATION
LONG BEACH, CA 90802
(562) 570-6331
(714) 796-9932
SANTA ANA, CA 92705
ERIKA BALLESTEROS
1444 E. MCFADDEN AVE.
LAKEWOOD, CA 90713
5812 ARBOR RD.
(714) -889-0272
SC EDISON
JASON WEN
KIM GURULE
RAY ROUNDTREE
ZACHARY HOEPFNER
(562) 570-2525
LONG BEACH, CA 90808
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CHUCK QUERIDO
3205 LAKEWOOD BLVD.
CITY OF LONG BEACH - FIRE DEPARTMENT
HUNTINGTON BEACH, CA 92467
7352 SLATER AVE.
(714) 375-6760
1601 SAN FRANCISCO AVE.
CITY OF LONG BEACH - TRAFFIC SIGNALS / LIGHTS
FRONTIER COMMUNICATIONS
(720) 305-0400
P.O. BOX 4998
(562) 908-4288 X1205
WHITTIER, CA 90601
(562) 570-2300
LONG BEACH, CA 90806
LONG BEACH UTILITIES DEPARTMENT
LONG BEACH, CA 90807
1800 E WARDLOW ROAD
2400 E SPRING ST.
(562) 570-2766
LONG BEACH, CA 90813
MARC WRIGHT
LONG BEACH GAS & OIL (562) 570-2036
333 W. OCEAN BLVD.
PUBLIC WORKS-ENGINEERING
LONG BEACH, CA 90802
(562) 570-5055
(626) 458-5100
ALHAMBRA, CA 91803
CITY LIGHT & POWER INC.
LONG BEACH, CA 90806
2961 REDONDO AVE.
900 S. FREMONT AVE.
7337 CENTRAL AVENUE
CHARTER COMMUNICATIONS
RIVERSIDE, CA 92504
(951) 406-1601
SANITATION DISTRICTS OF LOS ANGELES COUNTY
1963 E. ANAHEIM ST.
LONG BEACH TRANSIT
LONG BEACH, CA 90813
(562) 599-8570
FACILITIES MAPPING
GIS SPECIALIST
ENGINEERING COORDINATOR
MANAGER OF ENGINEERING
5900 CHERRY AVE., 2ND FLOOR
PLAINS ALL AMERICAN PIPELINE
LONG BEACH, CA 90802
MIKE EIDMAN
(562) 221-6777
LAND ANALYST
1005 D STREET
QUESTAR/ DOMINION ENERGY
ROCK SPRINGS, WY 82901
COLE WRIGHT
(307) 352-7115
OPERATIONS ENGINEER
1919 STATE COLLEGE BLVD.
SOCAL GAS
ANAHEIM, CA 92806
ERNIE GONZALES
(714) 634-3121
PLANNING ASSOCIATE
9400 OAKDALE AVE.
SOCAL GAS TRANSMISSION
CHATSWORTH, CA 91311
(818) 701-4546
6 CENTERPOINTE DR., STE 500
TESORO
LA PALMA, CA 90623
CYNTHIA SMITH
(714) 880-1687
RIGHT OF WAY DEPARTMENT
6 CENTERPOINTE DR., STE 500
BOEING
LA PALMA, CA 90623
JOHN E WILLIAMS
(562) 797-2847
6 CENTERPOINTE DR., STE 500
ZAYO FNA ABOVE NET
LA PALMA, CA 90623
THOMAS BRUINIERS
(213) 283-3601
WESTERN REGION OSP PROJECT MANAGER
(949) 864-0296
IRVINE, CA 92614
CALEB KING
2698 WHITE RD.
MPOWER
100 W. ALONDRA BLVD., RM. A202
AT&T
(714) 666-9219
TULSA, OK 74103
CENTURYLINK, INC
LITTLETON, CO 80120
700 W. MINERAL AVE.
100 S. CINCINNATI AVE., STE 1200
(310) 515-4029
GARDENA, CA 90248
CARL RANDOLPH
LEVEL 3 COMMUNICATIONS (918) 547-0007
BUSINESS ANALYST
GEORGE MCELVAIN
ENGINEERING ADMINISTRATOR
MARK DENNING SR.
OSP ENGINEER
MANAGER OF PUBLIC SERVICE
G-004
GENERAL
OIL PIPELINES
TRAFFIC SIGNAL CONDUITS
SO. CAL EDISON CONDUITS
ENERGY RESOURCES
TELEPHONE CONDUITS (VERIZON/AT&T)
SANITARY SEWER
WASTE WATER
POTABLE WATER
UNDERGROUND UTILITY LEGEND
STREET LIGHT CONDUITS
STORM DRAIN
POTABLE WATER (ABANDONED)
PROPOSED WATER MAIN
CONSTRUCTION NOTES
REVISION 2 - ADDENDUM NO.26/30
AD2-5
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SHEET OF SHEETS
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APP'D.
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12"SS
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12"SD
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6"W (AB)
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CONSTRUCT 12" PVC C-900 PIPE PER LBUD TRENCH DETAIL WDS-406.
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INSTALL "MAIN SIZE" GATE VALVE WITH ANCHOR BLOCK &
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BOX TO GRADE PER DETAIL WDS-119 (VALVE I.D. #
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INSTALL "MAIN SIZE" - 11-1/4%%D S.R. DI FITTING WITH THRUST BLOCK
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PER LBUD DETAIL WDS-107.
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INSTALL "MAIN SIZE" - 22-1/2%%D S.R. DI FITTING WITH THRUST BLOCK
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PER LBUD DETAIL WDS-107.
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INSTALL "MAIN SIZE" - 45%%D S.R. DI FITTING WITH THRUST BLOCK PER
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LBUD DETAIL WDS-107.
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INSTALL "MAIN SIZE" DI TEE WITH THRUST BLOCK PER LBUD DETAIL
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INSTALL "MAIN SIZE" BOLTED HIGH DEFLECTION COUPLING PER LBUD
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INSTALL AIR/VAC ASSEMBLY PER LBUD DETAIL WDS-212, OPTION 3.
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INSTALL "MAIN SIZE" BLOW OFF ASSEMBLY PER DETAIL WDS-113.1
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CONNECTION TO EX. 18-INCH RCP STORM DRAIN PER PUMP TO WASTE
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CONTRACTOR SHALL FIELD VERIFY EXISTING STORM DRAIN PIPE INVERT
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ELEVATION PRIOR TO PERFORMING ANY CONSTRUCTION ACTIVITIES. IF
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THERE ARE DISCREPANCIES BETWEEN CONTRACT PLANS AND EXISTING
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CONDITIONS, CONTRACTOR WILL BRING THOSE FINDINGS TO THE
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SHOWN PER PLAN).
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WDS-107.
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CONNECTION DETAIL 2 ON SHEET 8.
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ENGINEERS ATTENTION.
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CONNECTION TO EX. WELL DISCHARGE PER PUMP TO WASTE CONNECTION
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DETAIL 1 ON SHEET 8.
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OBTAIN NATIVE SOIL SAMPLES EVERY 500 FT FROM PIPE ZONE. (USE
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PROPER PROCEDURES FOR HANDLING CONTAMINATED SOIL). SUBMIT
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SAMPLES TO LBUD ENGINEERING.
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REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING SIDEWALK
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CROSS GUTTER CURB AND, GUTTER TO NEAREST JOINT PER GENERAL NOTE
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#30 AND LBUD SPECIFICATIONS.
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SPECIFICATIONS, NOT EXCEEDING 50%%% OF THE MAXIMUM JOINT DEFLECTION
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PER PIPE MANUFACTURE'S SPECIFICATIONS.
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INSTALL "MAIN SIZE" - 90%%D L.R. DI FITTING WITH THRUST BLOCK PER
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LBUD DETAIL WDS-107.
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FAMIS PROJECT: FAMIS PROJECT:
MUNIS PROJECT: MUNIS PROJECT:
WAT283
651404001
ALAMITOS 9A AND 14
PUMP TO WASTE DRAIN LINE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 40'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE FEB/25
VARIOUS
DESCRIPTIONDATEREV.
DATE
DATE
B. ANATOLE FALAGAN
GENERAL MANAGER
LONG BEACH UTILITIES DEPARTMENT
MG
CDR FEB/25
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754
WD-17-24
STEARNS CHAMPIONS PARK
CIVIL
LINE 'A' PLAN AND PROFILE
STA 30+00 TO STA 36+00
30+00 34+00
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
31+00 32+00 33+00 35+00 36+00
VALVE INFORMATION TABLE
23RD STREET
BUFFUM ELEMENTARY SCHOOL
ROYCROFT AVENUE
C-001
MATCHLINE STA. 36+00
SEE SHEET 6
M A
TC
H
LI
N
E S
TA
. 3
6+
S
E E
S H
E E
T
CONSTRUCTION NOTES:
LINE 'A'
2 REVISION 2 - ADDENDUM NO.26/30
AD2-6
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42" MIN
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42" MIN
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IRRIGATION
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6" DIA SS
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8" DIA SS
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
SCE CONDUIT
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
SCE CONDUIT
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text S=-0.1989
AutoCAD SHX Text S=0.0000
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
SCE CONDUIT
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
12" MIN
AutoCAD SHX Text
12" MIN
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
12" MIN
AutoCAD SHX Text
AutoCAD SHX Text
SHEET OF SHEETS
AutoCAD SHX Text
APP'D.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text A
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AutoCAD SHX Text A
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AutoCAD SHX Text E
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AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text O
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AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text Exp.
AutoCAD SHX Text 12-31-2025
AutoCAD SHX Text No. C61087
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 40'
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text
PROPOSED 12" PVC LINE 'B' SEE SHEET 7
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UPROFILE SCALE
AutoCAD SHX Text VERT: 1 in = 4 ft
AutoCAD SHX Text HORZ: 1 in = 40 ft
AutoCAD SHX Text
EXISTING GRADE AT CL OF PIPE (FIELD VERIFY)
AutoCAD SHX Text
SEE WD-04-23 FOR ABOVE GROUND PIPING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
PROP. LINE
AutoCAD SHX Text
DRAWING/FILE NO.
AutoCAD SHX Text
EAST - WEST STREET
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
PROP. LINE
AutoCAD SHX Text
(IN.)
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
(MFG.)
AutoCAD SHX Text
MAKE
AutoCAD SHX Text
STEM
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
TURNS
AutoCAD SHX Text
NO. OF
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
COVER
AutoCAD SHX Text
NORTH - SOUTH STREET
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
GIS STRUCTURE
AutoCAD SHX Text
GIS STRUCTURE
AutoCAD SHX Text
ABANDONED VALVE
AutoCAD SHX Text
P17-WVA-059
AutoCAD SHX Text 12"
AutoCAD SHX Text
E. DE ORA WAY
AutoCAD SHX Text
23RD STREET
AutoCAD SHX Text
EO-3715
AutoCAD SHX Text
CONNECT TO EXISTING
AutoCAD SHX Text
STA. 10+19.00 E
AutoCAD SHX Text
=STA. 30+00.00 LINE 'A'
AutoCAD SHX Text
STA. 22+00.00 N
AutoCAD SHX Text
STA. 14+80.00 E
AutoCAD SHX Text
=STA. 34+84.28 LINE 'A'
AutoCAD SHX Text 12"X12" DI FLGxPO TEE
AutoCAD SHX Text
STA. 21+43.00 N
AutoCAD SHX Text
STA. 14+76.80 E
AutoCAD SHX Text
=STA. 34+80.00 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 21+45.40 N
AutoCAD SHX Text
AutoCAD SHX Text
=STA. 31+55.50 LINE 'A'
AutoCAD SHX Text
STA. 11+52.00 E
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 21+46.90 N
AutoCAD SHX Text
STA. 10+99.80 E
AutoCAD SHX Text
=STA. 30+81.00 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 22+00.00 N
AutoCAD SHX Text
AutoCAD SHX Text
STA. 14+78.10 E
AutoCAD SHX Text
=STA. 34+82.28 LINE 'A'
AutoCAD SHX Text 12" FLGxFLG VALVE
AutoCAD SHX Text
STA. 21+43.90 N
AutoCAD SHX Text
AutoCAD SHX Text
STA. 14+96.20 E
AutoCAD SHX Text
=STA. 35+08.00 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 21+25.50 N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STA. 10+03.00 E
AutoCAD SHX Text
EXISTING WELL ALAMITOS 14
AutoCAD SHX Text
STA. 21+91.20 N
AutoCAD SHX Text
EXISTING WELL ALAMITOS 9A
AutoCAD SHX Text
STA. 15+33.50 E
AutoCAD SHX Text
STA. 21+84.10 N
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 12" PVC C-900 PIPE PER LBUD TRENCH DETAIL WDS-406.
AutoCAD SHX Text
INSTALL "MAIN SIZE" GATE VALVE WITH ANCHOR BLOCK &
AutoCAD SHX Text
BOX TO GRADE PER DETAIL WDS-119 (VALVE I.D. #
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" - 11-1/4%%D S.R. DI FITTING WITH THRUST BLOCK
AutoCAD SHX Text
PER LBUD DETAIL WDS-107.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" - 22-1/2%%D S.R. DI FITTING WITH THRUST BLOCK
AutoCAD SHX Text
PER LBUD DETAIL WDS-107.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" - 45%%D S.R. DI FITTING WITH THRUST BLOCK PER
AutoCAD SHX Text
LBUD DETAIL WDS-107.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" DI TEE WITH THRUST BLOCK PER LBUD DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" BOLTED HIGH DEFLECTION COUPLING PER LBUD
AutoCAD SHX Text
AutoCAD SHX Text
SHOWN PER PLAN).
AutoCAD SHX Text
WDS-107.
AutoCAD SHX Text
SPECIFICATIONS, NOT EXCEEDING 50%%% OF THE MAXIMUM JOINT DEFLECTION
AutoCAD SHX Text
PER PIPE MANUFACTURE'S SPECIFICATIONS.
AutoCAD SHX Text
CONSTRUCT 12" PVC LINE 'A'
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
COMMUNITY CENTER
AutoCAD SHX Text
CONNECTION TO EX. WELL DISCHARGE PER PUMP TO WASTE CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL 1 ON SHEET 8.
AutoCAD SHX Text
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING SIDEWALK
AutoCAD SHX Text
AutoCAD SHX Text
CROSS GUTTER CURB AND, GUTTER TO NEAREST JOINT PER GENERAL NOTE
AutoCAD SHX Text
#30 AND LBUD SPECIFICATIONS.
AutoCAD SHX Text 1" G
AutoCAD SHX Text 2" G
AutoCAD SHX Text
30" CML & C STL W
AutoCAD SHX Text
FRONTIER
AutoCAD SHX Text
FRONTIER
AutoCAD SHX Text 4" G
AutoCAD SHX Text 3" G
AutoCAD SHX Text
6" ACP W
AutoCAD SHX Text
24" CML & C STL W
AutoCAD SHX Text
8" VCP SS
AutoCAD SHX Text
6" VCP SS
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. CURB
AutoCAD SHX Text
AutoCAD SHX Text
C/L EL. 32.57
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text 1" W
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
IRR
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
24" CML & C STL W
AutoCAD SHX Text
IRR
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
SEE DETAIL 1 SHEET 8
AutoCAD SHX Text 1" W
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
AutoCAD SHX Text
STA. 14+93.00 E
AutoCAD SHX Text
=STA. 35+03.50 LINE 'A'
AutoCAD SHX Text
BLOW-OFF
AutoCAD SHX Text
STA. 21+28.70 N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
C/L EL. 24.93
AutoCAD SHX Text
SEE DETAIL 5 SHEET 8
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
AutoCAD SHX Text
P17-WVA-060
AutoCAD SHX Text 12"
AutoCAD SHX Text
E. DE ORA WAY
AutoCAD SHX Text
23RD STREET
AutoCAD SHX Text
EO-3715
AutoCAD SHX Text
P17-WVA-059
AutoCAD SHX Text
INSTALL "MAIN SIZE" BLOW OFF ASSEMBLY PER DETAIL WDS-113.1
AutoCAD SHX Text
AutoCAD SHX Text
OBTAIN NATIVE SOIL SAMPLES EVERY 500 FT FROM PIPE ZONE. (USE
AutoCAD SHX Text
PROPER PROCEDURES FOR HANDLING CONTAMINATED SOIL). SUBMIT
AutoCAD SHX Text
SAMPLES TO LBUD ENGINEERING.
AutoCAD SHX Text S
DE ORA WAY
CIVIL
LINE 'A' PLAN AND PROFILE
STA 36+00 TO STA 44+00
36+00 40+00
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
37+00 38+00 39+00 41+00 42+00
VALVE INFORMATION TABLE
43+00 44+00
M A
TC
H
LI
N
E S
TA
. 4
4+
S E
E S
H E
E T
M
A
TC
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E S
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ATC
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EET 5
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TC
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LI
N
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TA
. 3
6+
S
E E
S H
E E
T
CONSTRUCTION NOTES:
C-002
DRAWING / FILE NUMBER:
EO-3715
FAMIS PROJECT: FAMIS PROJECT:
MUNIS PROJECT: MUNIS PROJECT:
WAT283
651404001
ALAMITOS 9A AND 14
PUMP TO WASTE DRAIN LINE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 40'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE FEB/25
VARIOUS
DESCRIPTIONDATEREV.
DATE
DATE
B. ANATOLE FALAGAN
GENERAL MANAGER
LONG BEACH UTILITIES DEPARTMENT
MG
CDR FEB/25
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754
WD-17-24
LINE 'A'
2 REVISION 2 - ADDENDUM NO.26/30
AD2-7
AutoCAD SHX Text S=0.0000
AutoCAD SHX Text
42" MIN
AutoCAD SHX Text
42" MIN
AutoCAD SHX Text
18" SD
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
12" MIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 40'
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
%%UPROFILE SCALE
AutoCAD SHX Text VERT: 1 in = 4 ft
AutoCAD SHX Text HORZ: 1 in = 40 ft
AutoCAD SHX Text
EXISTING GRADE AT CL OF PIPE (FIELD VERIFY)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
PROP. LINE
AutoCAD SHX Text
DRAWING/FILE NO.
AutoCAD SHX Text
EAST - WEST STREET
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
PROP. LINE
AutoCAD SHX Text
(IN.)
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
(MFG.)
AutoCAD SHX Text
MAKE
AutoCAD SHX Text
STEM
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
TURNS
AutoCAD SHX Text
NO. OF
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
COVER
AutoCAD SHX Text
NORTH - SOUTH STREET
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
GIS STRUCTURE
AutoCAD SHX Text
GIS STRUCTURE
AutoCAD SHX Text
ABANDONED VALVE
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 12" PVC LINE 'A'
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCT 12" PVC C-900 PIPE PER LBUD TRENCH DETAIL WDS-406.
AutoCAD SHX Text
AutoCAD SHX Text
=STA. 37+79.50 LINE 'A'
AutoCAD SHX Text
STA. 15+46.80 E
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 18+63.70 N
AutoCAD SHX Text
STA. 15+46.40 E
AutoCAD SHX Text
=STA. 36+43.50 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 19+99.70 N
AutoCAD SHX Text
=STA. 43+25.50 LINE 'A'
AutoCAD SHX Text
STA. 14+95.40 E
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 13+39.00 N
AutoCAD SHX Text
=STA. 42+21.50 LINE 'A'
AutoCAD SHX Text
STA. 15+36.40 E
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 14+34.50 N
AutoCAD SHX Text
AutoCAD SHX Text
STA. 15+03.00 E
AutoCAD SHX Text
=STA. 40+35.50 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 16+15.20 N
AutoCAD SHX Text
AutoCAD SHX Text
STA. 15+37.30 E
AutoCAD SHX Text
=STA. 41+48.50 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 15+07.50 N
AutoCAD SHX Text
AutoCAD SHX Text
SHEET OF SHEETS
AutoCAD SHX Text
APP'D.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text Exp.
AutoCAD SHX Text 12-31-2025
AutoCAD SHX Text No. C61087
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
EX. CURB & GUTTER
AutoCAD SHX Text
INSTALL "MAIN SIZE" - 22-1/2%%D S.R. DI FITTING WITH THRUST BLOCK
AutoCAD SHX Text
PER LBUD DETAIL WDS-107.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" BOLTED HIGH DEFLECTION COUPLING PER LBUD
AutoCAD SHX Text
AutoCAD SHX Text
SPECIFICATIONS, NOT EXCEEDING 50%%% OF THE MAXIMUM JOINT DEFLECTION
AutoCAD SHX Text
PER PIPE MANUFACTURE'S SPECIFICATIONS.
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING SIDEWALK
AutoCAD SHX Text
AutoCAD SHX Text
CROSS GUTTER CURB AND, GUTTER TO NEAREST JOINT PER GENERAL NOTE
AutoCAD SHX Text
#30 AND LBUD SPECIFICATIONS.
AutoCAD SHX Text
AutoCAD SHX Text
STA. 14+99.70 E
AutoCAD SHX Text
=STA. 39+31.50 LINE 'A'
AutoCAD SHX Text
HORIZ. ANGLE PT.
AutoCAD SHX Text
STA. 17+19.20 N
AutoCAD SHX Text
CONSTRUCT 12" PVC LINE 'A'
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
18" SD
AutoCAD SHX Text
AutoCAD SHX Text
OBTAIN NATIVE SOIL SAMPLES EVERY 500 FT FROM PIPE ZONE. (USE
AutoCAD SHX Text
PROPER PROCEDURES FOR HANDLING CONTAMINATED SOIL). SUBMIT
AutoCAD SHX Text
SAMPLES TO LBUD ENGINEERING.
S
46+00
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
44+00 45+00 47+00
VALVE INFORMATION TABLE
STEARNS AVENUE
S E
E S
H E
E T
M
A
TC
H
LI
N E
S
TA
. 4 4+
M
A
TC
H
LI
N E
S
TA
. 4 4+
S E
E S
H E
E T
30 30
CIVIL
LINE 'A' PLAN AND PROFILE STA 44+00 TO STA 46+74.50
LINE 'B' PLAN AND PROFILE STA 20+00 TO STA 20+76.70
C-004
STEARNS AVENUE
20+00 21+00
RD S
TREET
RD S
TREET
DE ORA WAY
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DRAWING / FILE NUMBER:
EO-3715
FAMIS PROJECT: FAMIS PROJECT:
MUNIS PROJECT: MUNIS PROJECT:
WAT283
651404001
ALAMITOS 9A AND 14
PUMP TO WASTE DRAIN LINE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 40'SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE FEB/25
VARIOUS
DESCRIPTIONDATEREV.
DATE
DATE
B. ANATOLE FALAGAN
GENERAL MANAGER
LONG BEACH UTILITIES DEPARTMENT
MG
CDR FEB/25
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754
WD-17-24
LINE 'A' LINE 'B'
CONSTRUCTION NOTES:
2 REVISION 2 - ADDENDUM NO.26/30
AD2-8
AutoCAD SHX Text
42" MIN
AutoCAD SHX Text S=0.0000
AutoCAD SHX Text S=0.0208
AutoCAD SHX Text S=0.0000
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
42" MIN
AutoCAD SHX Text
42" MIN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 40'
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text
CONSTRUCT 12" PVC LINE 'A'
AutoCAD SHX Text S
AutoCAD SHX Text
%%UPROFILE SCALE
AutoCAD SHX Text VERT: 1 in = 4 ft
AutoCAD SHX Text HORZ: 1 in = 40 ft
AutoCAD SHX Text
EXISTING GRADE AT CL OF PIPE (FIELD VERIFY)
AutoCAD SHX Text
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
PROP. LINE
AutoCAD SHX Text
DRAWING/FILE NO.
AutoCAD SHX Text
EAST - WEST STREET
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DIST. FROM
AutoCAD SHX Text
PROP. LINE
AutoCAD SHX Text
(IN.)
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
(MFG.)
AutoCAD SHX Text
MAKE
AutoCAD SHX Text
STEM
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
TURNS
AutoCAD SHX Text
NO. OF
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
COVER
AutoCAD SHX Text
NORTH - SOUTH STREET
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
GIS STRUCTURE
AutoCAD SHX Text
GIS STRUCTURE
AutoCAD SHX Text
ABANDONED VALVE
AutoCAD SHX Text
P17-WVA-059
AutoCAD SHX Text 12"
AutoCAD SHX Text
E. DE ORA WAY
AutoCAD SHX Text
23RD STREET
AutoCAD SHX Text
EO-3715
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" - 45%%D S.R. DI FITTING WITH THRUST BLOCK PER
AutoCAD SHX Text
LBUD DETAIL WDS-107.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" DI TEE WITH THRUST BLOCK PER LBUD DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL "MAIN SIZE" BOLTED HIGH DEFLECTION COUPLING PER LBUD
AutoCAD SHX Text
AutoCAD SHX Text
WDS-107.
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SPECIFICATIONS, NOT EXCEEDING 50%%% OF THE MAXIMUM JOINT DEFLECTION
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PER PIPE MANUFACTURE'S SPECIFICATIONS.
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STA. 14+94.30 E
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=STA. 46+21.50 LINE 'A'
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HORIZ. ANGLE PT.
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SHEET OF SHEETS
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APP'D.
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CONSTRUCT 12" PVC (RESTRAINED JOINTS) 59 LF PVC
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STA. 14+80.00 E
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=STA. 20+00.00 LINE 'B'
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STA. 21+43.00 N
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=STA. 20+58.75 LINE 'B'
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STA. 15+28.40 E
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CONNECT TO EXISTING
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STA. 21+66.80 N
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=STA. 20+51.51 LINE 'B'
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STA. 15+23.40 E
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HORIZ. ANGLE PT.
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STA. 21+61.90 N
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=STA. 20+28.00 LINE 'B'
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STA. 14+99.70 E
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HORIZ. ANGLE PT.
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STA. 21+62.10 N
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EXISTING WELL ALAMITOS 9A
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STA. 15+33.50 E
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STA. 21+84.10 N
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PROPOSED 12" PVC LINE 'A' SEE SHEET 5
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PROPOSED 12" PVC LINE 'A' SEE SHEET 5
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EXISTING GRADE AT CL OF PIPE (FIELD VERIFY)
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EX. CURB & GUTTER
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CONNECTION TO EX. 18-INCH RCP STORM DRAIN PER PUMP TO WASTE
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CONTRACTOR SHALL FIELD VERIFY EXISTING STORM DRAIN PIPE INVERT
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ELEVATION PRIOR TO PERFORMING ANY CONSTRUCTION ACTIVITIES. IF
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THERE ARE DISCREPANCIES BETWEEN CONTRACT PLANS AND EXISTING
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CONDITIONS, CONTRACTOR WILL BRING THOSE FINDINGS TO THE
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CONNECTION DETAIL 2 ON SHEET 8.
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ENGINEERS ATTENTION.
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CONNECTION TO EX. WELL DISCHARGE PER PUMP TO WASTE CONNECTION
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DETAIL 1 ON SHEET 8.
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OBTAIN NATIVE SOIL SAMPLES EVERY 500 FT FROM PIPE ZONE. (USE
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PROPER PROCEDURES FOR HANDLING CONTAMINATED SOIL). SUBMIT
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SAMPLES TO LBUD ENGINEERING.
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REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING SIDEWALK
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CROSS GUTTER CURB AND, GUTTER TO NEAREST JOINT PER GENERAL NOTE
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#30 AND LBUD SPECIFICATIONS.
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INSTALL "MAIN SIZE" - 90%%D L.R. DI FITTING WITH THRUST BLOCK PER
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LBUD DETAIL WDS-107.
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18"SD(LBUD)
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FRONTIER
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8" ACP W
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6" ACP W
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C/L EL. 24.93
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=STA. 20+02.00 LINE 'B'
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STA. 14+81.10 E
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STA. 21+43.90 N
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CONSTRUCT 12" PVC LINE 'B'
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12"X12" DI FLG TEE
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SEE DETAIL 5 SHEET 8
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STA. 14+74.60 E
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=STA. 46+49.50 LINE 'A'
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HORIZ. ANGLE PT.
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STA. 10+23.10 N
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CONSTRUCT 12" PVC C-900 PIPE PER LBUD TRENCH DETAIL WDS-406.
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INSTALL "MAIN SIZE" GATE VALVE WITH ANCHOR BLOCK &
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BOX TO GRADE PER DETAIL WDS-119 (VALVE I.D. #
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SHOWN PER PLAN).
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INSTALL AIR/VAC ASSEMBLY PER LBUD DETAIL WDS-212, OPTION 3.
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SEE WD-04-23 FOR ABOVE GROUND PIPING
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SEE DETAIL 1 SHEET 8
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P17-WVA-060
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E. DE ORA WAY
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23RD STREET
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EO-3715
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P17-WVA-060
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STA. 14+74.10 E
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=STA. 46+99.21 LINE 'A'
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CONNECT TO EXISTING 18"
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STA. 9+73.40 N
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STORM DRAIN MH (LBUD)
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SEE DETAIL 2 SHEET 8
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STA. 14+74.10 E
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=STA. 46+93.00 LINE 'A'
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AIR VAC ASSEMBLY
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STA. 9+79.60 N
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FAMIS PROJECT: FAMIS PROJECT:
MUNIS PROJECT: MUNIS PROJECT:
WAT283
651404001
ALAMITOS 9A AND 14
PUMP TO WASTE DRAIN LINE
DIRECTOR OF ENGINEERING / CHIEF ENGINEER
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
1"= 40'
SCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE FEB/25
VARIOUS
DESCRIPTION
DATE
REV.
DATE
DATE
B. ANATOLE FALAGAN
GENERAL MANAGER
LONG BEACH UTILITIES DEPARTMENT
MG
CDR FEB/25
F I L
N
A M
E
M c d w g
D
S
I G
N
B
Y
N/A
1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754
WD-17-24
CIVIL
SECTIONS AND
CONNECTION DETAILS
C-005
REVISION 2 - ADDENDUM NO.26/30
AD2-9
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SHEET OF SHEETS
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APP'D.
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MIN
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MAINTENANCE HOLE
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EXISTING LBUD 18" STORM DRAIN INVERT SEE SHEET 7 FOR ELEVATION
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GROUND SURFACE
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PUMP TO WASTE CONNECTION DETAIL
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SCALE: NTS
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%%USTAND PIPE OUTLET
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PUMP TO WASTE CONNECTION DETAIL
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SCALE: NTS
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12" CEMENT LINED AND EPOXY COATED DIP L MINIMUM = 2'-0" L MAXIMUM = 2'-6"
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12" FLG DI 90° LONG RADIUS ELBOW
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12" FLG DI 90° LONG RADIUS ELBOW
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12" RESTRAINED FLANGED COUPLING ADAPTER
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12" CEMENT LINED AND COATED DIP
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FROM WELL DISCHARGE
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12" MJ DI 90° LONG RADIUSELBOW WITH RESTRAINTS
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12" PVC PIPE
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EXISTING CONCRETE PAD
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EXISTING 12" PIPE
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TO WELL DISCHARGE
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%%UEXISTING WELL INLET CONNECTION
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PIPE SUPPORT PER DETAIL 3 HEREON
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ADJUSTABLE PIPE SUPPORT
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SCALE: NTS
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THREADED 150 LB REDUCING FLANGE
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3" SCHEDULE 40 GALVANIZED STEEL PIPE
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LENGTH AND THREADS TO ALLOW MINIMUM AND MAXIMUM DIMENSIONS. USE STRAIGHT THREADS
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PROVIDE CLAMP WITH SUPPORT
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PIPE SADDLE
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11 1/2" MIN 1'-3 1/2" MAX
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2 1/2" SCHEDULE 40GALVANIZED STEEL PIPE
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(4) 5/8" ADHESIVE ANCHORS MIN5" EMBEDDED. OR APPROVED EQUAL
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EXISTING
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%%ULINE 'A' TO LINE 'B' CONNECTION
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CONNECTION DETAIL
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SCALE: NTS
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12" PVC PIPE
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12"X12"X12" DI (FLGXPO) TEE
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12" 45° (PO) BEND
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12" (FLG) GATE VALVE
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12" (FLGXPO) GATE VALVE
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12"X12"X6" DI (PO) TEE
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12" 22.5° (PO) BEND
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6" DI PIPE
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BLOW OFF ASSEMBLY PER WDS 113.1
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12" PVC PIPE
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NOTE: ALL ABOVE GROUND DI FITTINGS SHALL BE CEMENT LINED AND EPOXY COATED.
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AIR GAP VAULT DETAIL
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SCALE: NTS
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TYP
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CONNECT COLLAR TO SUPPORT FRAME W/ 4 BOLTS AS SPECIFIED
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MITER ANGLES @ CORNERS AS REQUIRED
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WIRE MESH AND BATTEN BARS NOT SHOWN
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MIN
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EXISTING MAINTENANCE HOLE
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BATTEN BAR, TYP.
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16" OD X " THK 14" THK CARBON STEEL COLLAR
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ROUGHEN MAINTENANCE CONES WITH " 18" AMPLITUDE APPLY BONDING AGENT
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1%
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