July 18, 2023
HONORABLE MAYOR AND CITY COUNCIL
City of Long Beach
California
RECOMMENDATION:
Authorize City Manager, or designee, to accept an easement deed from SA Properties Company, L.P., a California Limited Partnership, and the owner of the property at 530 East 33rd Street, for the installation of public utilities; and, Accept Categorical Exemption Number 20-127. (District 5)
DISCUSSION
SA Properties Company, L.P., owner of the property located at 530 E 33rd Street, is installing a new fire line pursuant to approved Long Beach Utilities Department construction drawings (Attachment A). A fire line service Double Check Detector Assembly will be installed on the property. These devices provide backflow prevention to protect water supplies from contamination. To accommodate the installation of the Double Check Detector Assembly, it is necessary that the property owner grant an easement to the City of Long Beach (City) for the installation at the property (Attachment B). The Public Works Department is asking the City Council to authorize acceptance of an easement deed to accomplish this purpose.
City staff conducted a review of affected agencies and there were no objections to the proposed easement.
In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, Categorical Exemption No. CE-20-127 was issued for the project (Attachment C).
This matter was reviewed by Deputy City Attorney Vanessa S. Ibarra on June 26, 2023, and by Budget Management Officer Nader Kaamoush on March 15, 2023.
TIMING CONSIDERATIONS
City Council action on this matter is not time critical.
FISCAL IMPACT
An easement processing fee in the amount of $3,213 was deposited in the General Fund Group in the Public Works Department. This recommendation has no staffing Department of Public Works
411 West Ocean Boulevard, 5th Floor Long Beach, CA 90802 (562) 570-6383
C-13
HONORABLE MAYOR AND CITY COUNCIL
July 18, 2023
APPROVED:
THOMAS B. MODICA
CITY MANAGER
impact beyond the normal budgeted scope of duties and is consistent with existing City Council priorities. There is no local job impact associated with this recommendation.
SUGGESTED ACTION:
Approve recommendation.
Respectfully submitted,
ERIC LOPEZ
DIRECTOR OF PUBLIC WORKS
ATTACHMENTS: A – APPROVED LONG BEACH UTILITIES DEPARTMENT DRAWINGS B – EASEMENT SKETCH & LEGAL DESCRIPTION
C – CATEGORICAL EXEMPTION NO. CE-20-127
GENERAL CONSTRUCTION NOTES
1 .
2. 3.
4. 5.
6. 7.
8. 9.
10. 11 .
12. 13.
14. 15.
16. 17.
18. ALL WORK AND MATERIALS SHALL BE APPROVED BY LBWD AND BE IN ACCORDANCE WITH THE AMENDMENTS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION (GREEN BOOK). THE CURRENT LBWD
STANDARD DRAWINGS AND THE LATEST LBWD STANDARDS AND SPECIFICATIONS FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES. THE CONTRACTOR IS REQUIRED TO HAVE THESE SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETING WITIH LBWD PROJECT ENGINEER AT (562-570-2419) A MINIMUM OF SEVEN (7) BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL APPLY FOR INSPECTION FROM THE LBWD AT (562-244-9334) AT LEAST 48 HOURS PRIOR TO STARTING WORK ON ANY PROJECT.
THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (811) A MINIMUM OF TWO DAYS PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL NOTIFY ALL UTILITIES IMPACTED BY THIS PROJECT AND REQUEST THEIR ATTENDANCE TO THE PRE-CONSTRUCTION MEETING.
THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, VERTICAL AND HORIZONTAL ALIGNMENT AND PROTECT IN PLACE ALL EXISTING WATER MAINS AND UNDERGROUND STRUCTURES.
ALL PIPELINE STATIONS AND OFFSETS ARE REFERENCED TO CENTERLINE OF STREET EXCEPT AS NOTED.
GRADE POINT ELEVATIONS ARE TO BOTTOM OF PIPE EXCEPT WHERE OTHERWISE NOTED.
VALVE NUMBERS ARE FOR LBWD RECORD ONLY.
WATER MAIN INSTALLATION SHALL NOT BE PERFORMED UNTIL THE NEW STREETS HAVE BEEN BROUGHT TO SUB GRADE ELEVATIONS AND COMPACTED TO 90% RELATIVE DENSITY.
THE CONTRACTOR SHALL REMOVE AND RESTORE EXISTING ROADWAY PAVEMENT, SIDEWALK, CURB AND OTHER SURFACE
IMPROVEMENTS OVER THE PIPE TRENCH AND PLACE TEMPORARY RESURFACING IN ACCORDANCE WITH THE APPLICABLE PROVISION OF THE STANDARD SPECIFICATIONS AS SUPPLEMENTED BY LBWD STANDARD DRAWINGS NO. WDS-406
TRENCH RESTORATION LONG BEACH WATER DEPARTMENT RESERVES THE RIGHT TO REQUIRE SLURRY BACKFILL AT ITS DISCRETION.
SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS SHALL COMPLY WITH TIHE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS," PREPARED BY TIHE DEPARTMENT OF HEALTH, STATE OF CALIFORNIA AND LBWD STANDARD DRAWINGS WDS-405.
FOR WATER SERVICE DURING CONSTRUCTION CONTRACTOR SHALL CONTACT LBWD AT (562-570-2419) REGARDING SERVICE APPLICATION AND WATER COSTS.
THE CONTRACTOR IS REQUIRED TO SUBMIT TRENCH GRADE SHEETS SHOWING ELEVATIONS TO BOTTOM OF PIPE PRIOR TO WATIER LINE CONSTRUCTION.
BACTERIAL COLIFORM TESTS WILL BE PERFORMED BY AN APPROVED LAB OR THE LBWD. ALL FEES AS PUBLISHED IN THE RULES AND REGULATIONS ADOPTED JULY 2011 ASSOCIATED WITH THE BACTERIAL TESTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT LBWD PROJECT ENGINEER TO MAKE ARRANGEMENTS FOR ALL REQUIRED BACTERIAL COLIFORM TESTS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR TEMPORARY FILLING CONNECTIONS, DISINFECTION, PRESSURE TESTING, FLUSHING AND DRAINING. THESE PROVISIONS MUST BE PRESENTED TO THE LBWD FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. HYDROSTATIC TESTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL TESTS SHALL BE COMPLETED AND ACCEPTED PRIOR TO TIE-INS TO EXISTING WATER LINES.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND MATERIAL LISTS FOR APPROVAL TO LBWD AND SHALL HAVE ALL VALVES, PIPING AND APPURTENANCES ON JOB SITE BEFORE BEGINNING CONSTRUCTION.
PLANS SHALL COMPLY WITH LONG BEACH FIRE DEPARTMENT (LBFD) REQUIREMENTS. LBFD STAMPED PLAN APPROVAL MUST BE OBTAINED PRIOR TO PLAN APPROVAL BY LBWD.
CONSTRUCTION HOURS ARE LIMITED FROM 7:00 A.M. TO 3:30 P.M. MONDAY THROUGH FRIDAY EXCEPT LBWD HOLIDAYS OR AS REQUIRED BY TIHE PERMIT. ARRANGEMENTS FOR INSPECTION AT OTHER TIMES REQUIRE PRIOR APPROVAL FROM LBWD.
LBWD'S RESPONSIBILITY ENDS AT THE METER (OR DCDA FOR FIRELINE SERVICES), OR AS SHOWN ON THE DESIGN DRAWING. ALL OTHER LINES EXTENDING FROM THIS POINT FALL UNDER n-lE DEVELOPER OR HOMEOWNER'S RESPONSIBILITY.
MATIERIALS:
19. ALL MATERIALS MUST CONFOR M TO THE LATEST LBWD SPECI FICATIONS FOR THE CON STRUCTION OF WATER
AND SEWER FACILITIES FOR DEVELO PER BUILT PROJ ECTS UNLESS OTHERWISE SPECIFIED AND APP ROVED BY LBWD. IN LIEU OF REFERENCE TO LBWD SPECIFICA TIONS , ALL STEEL HARDWARE SHALL BE TYPE 304 STAINLE SS. NO CARBON STEEL SHALL BE USED.
20. PIPE SHALL BE DUCTILE IRON PRE SSURE CLASS 52 AND CONFORM TO ANSI/AWWA C150, C151 AND C104. PIPE SHALL HAVE THE FOLLOWING COATING: (A) ZINC: 200 G/M2 GALVANIC (ZINC) COATING,
99.99% PURE METALLIC ZINC, APPLIED BY THERMAL ARC SPRAY PROCE SS TO EXTERIOR METAL SURFACE ; AND (B) 1 PRIME COAT OF ASPHALTIC COATING APPROXIMA TELY 1-MIL DFT PER AWWA C151, OVER ZINC CO ATING. TYTON-TYPE JOINTS AND PUSH-ON FITTINGS SHALL BE USED UNLESS OTHE RWISE NOTE D.
21. ALL DUCTILE IRON FITTIN GS, GATE VALVES, BOLTED COU PLINGS, AND ALL METAL SURF ACES OF THE RODS
AND CLAMPS SHALL BE COATED WITH NO-OX-ID COMPO UND AND WRAPPE D WITH NO-OX-ID TAPE AND SHALL BE ENCASED IN 6 INCH ES OF WASHED SAND.
22. THRUST BLOCKS AND RE STRAINT JOINT SYSTEMS SHALL BE INSTALLED AT ALL VERTICAL AND HORIZON TAL BENDS AS NOTED ON THE PLANS. (THRUST BLOCKS USE 2000 LBS. SOIL BEARING VALUE PER WDS-107.} THRUST BLOCKS FOR TAPPING TEES INS TALLED ON AC PIPE SHALL BE POU RED 24 HOURS PRIOR TO TAPPING THE MAIN.
23. ALL JOINT SHALL BE THRUST-RESTRAINE D. DUCTILE IRON PIPE DIAMET ERS 12" AND LESS SHALL USE "FIELD LOK'' RESTRAINTS OR APP ROVED EQUAL. DUCTILE IRON PIPE DIAMETER S LARGER THAN 12-INCH SHALL USE TR-FLEX RESTRAINTS OR APPRO VED EQUAL.
24. SERVICE SADDLES AND CORPO RATION STOPS SHALL BE COATED WITH NO-OX-ID COMP OUN D AND WRAPPED WITH NO-O X-ID TAPE. DUCTILE IRON PIPE SHALL BE ENCASED WITH 8-MIL POLYETHYLENE WRAP AND SECURED WITH 10-MIL TAPE.
METERS:
25. THE LBWD IS RESPONSIBLE FOR THE INSTALLATION OF TIHE WATER METER ONLY. UPON RECE IPT OF THE
APPLICATION AND PAY MENT OF THE PUBLISHED FEES, THE LBWD WILL FUR NISH THE METER BOX FOR INSTALLATION BY THE CO NTRACTOR. THE LBWD INSPEC TOR WILL CHECK THE INSTALLATION, METER BOX PLACEMENT AND ALL APPURTENANCES INSTALLED BY THE CO NTRACTOR BEFORE METER INSTALLATION.
DETEC TOR CHECK (DC) IS OBSOLETE. A USC-APPRO VED DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) WILL BE REQ UIRED FOR �IRE SERVICE CONNEC TIONS. AN ABOVE-GROUND INSTALLATION IS REQ UIRED FOR THESE UNITS.
26. ANY WATER SERVICE BEING USED FOR IRRIG ATION WILL REQUIRE A LBWD APPROVED BACK FLOW DEVICE INSTALLED ABOVE GRADE BY THE DEVELOPER/CONT RACTOR.
27. DOMESTIC WATER SERVICE REQU IRING A BACKFLOW DEVICE MUST GET LBWD APPRO VAL PRIOR TO INSTALLATION. CONT ACT LBWD DEVELOP MENT SERVICES AT (562) 570-2419.
28. ALL WATER METER SIZES 4" AND ABOVE WILL BE INSTALLED ABOVE GRADE AND THE DIMENSIONS REQUIRED FOR METER INSTALLATION CAN NOT BE MODIFIED.
29. THE CON TRACTOR SHALL FURNISH AND INS TALL STAND ARD HOUSE CONNE CTIONS.
30. THE LOCATION OF THE WATER SERVICE IS TO BE PER MANENTLY MARKED ON THE TOP OF THE CURB WITH A "W'. THE CONTRACTOR SHALL BE RESPO NSIBLE FOR THE LOCATION AND CO NDITION OF ALL WATER SER VICES UNTIL SUCH TIME AS LBWD HAS INSTALLED THE INDIVI DUAL METERS.
31. HOUSE WATER SERV ICE LOCA TIO NS SHALL BE VERIFIED IN THE FIELD TO AVOID CONF LICTS WITH DRIVEWAYS, HOUSE WALKS, FIRE HYDRANTS, ETC.
32. NO WATER SER VICE SHALL BE CLOSER THAN TWO (2) FEET TO A COUPLING.
33. THE MINIMUM SEPARATION BETWEEN WATER SERVICES SHALL BE THREE (3) FEET.
34. WATER METER BOXE S SHALL BE LOCATE D PERPEND ICULAR TO AND BEHIND THE CURB.
DEPARTMENT CHECKED BY DATE DRAWN BY M.V. DATE 11-15-2022 SCALE AS FIR£ CHECKED BY DATE SERVICE ATU.S PAGE
SHUTDOWNS:
35. ONLY THE LBWD AND THEIR APPRO VED REPR ESENTATIVES SHALL OPE RATE VALVES. WHEN IT IS
NECE SSARY TO SHUT DOWN AN EXISTING WATER SYSTEM FOR THE PUR POSES OF CONNE CTING TO
AND /OR THE TESTING OF THE NEWLY-INSTALLED FACILITIES, THE CON TRACTOR SHALL RE QUEST A SCHEDULED SHUT DOWN FRO M THE LBWD THROUGH THE PRO JECT INS PECTOR. THE CONTRACTOR SHALL GIVE A MINIMUM ADVANCE NOTICE OF SEVEN (7) DAYS WHEN REQUES TING LBWD VALVE OPERATIONS.
36. THE CON TRACTOR SHALL NOTIFY THE LOCAL BUSIN ESSES AND RESIDENTS IN WRITING SEVEN (7) DAYS
PRIOR TO THE DATE OF THE CO NSTRUCTION WITH A NOT ICE INFOR MING THEM OF ALL POSSIBLE INCON VENIENCES INCUR RED BY THE CO NSTRUCTION. CON TRACTOR SHALL FOLLOW WITH A (24) HOUR DOOR HANGER REMIN DER. THE CON TRAC TOR SHALL BE RESPO NSIBLE FOR THE DISTRIBUTION OF ALL NOTICE S. SAI D NOTIF ICATIONS SHALL INCLUDE CONTR ACTOR'S NAME AND TELEPHONE NUMBER FOR CONTACT.
37. THE LBWD CANNO T GUARANTEE A COMPLETE SHUTDOWN OF EXISTING WATER MAINS DUE TO THE AGE AND CO NDITION OF EXISTING VALVES. THE LBWD WILL ATTEMPT TO SHUT DOWN APPLICAB LE MAINS AS COMPLETELY AS POS SIBLE; HOWEVER, THE CONTRACTOR SHALL BE RESPO NSIBLE FOR THE DEWATERING
OF THE CON STRUCTION SITE AND THE PROPER DISPOSAL OF WATER RUN OFF IN ACCO RDANCE WITH THE NP DES REQUIREMENTS.
38. IN CASES WHERE THE LBWD DETERMINES THAT THE PROPOS ED SHUT DOWN MAY NOT BE FEASIBLE OR
MAY CAUSE AN EXCE SSIVE HARDSHIP TO EXISTING CUSTOMERS, THE DEVELOPER /CONTRACTOR WILL BE
REQUIRED TO PROPO SE AN ALTERNATIVE PLAN FOR LBWD APPRO VAL EXP LAINING THE CONS TRUCT ABILITY OF THE DESIGN. CONTIN GENCY PLANS INCLUSIVE OF BOTTLED WATER AND PO RTABLE TOILETS PER NUMBER OF CUSTOMER S MAY BE REQUIRED.
39. THE SHUTDO WN OF WATER SERVICES FOR THE PURPOSE OF CONS TRUCTION SHALL BE LIMITED TO A MAXIM UM OF FOUR (4) HOURS. FOR CO NSTRUCTION THAT EXCE EDS (4) HOURS THE CONTRACTOR MUST PROVIDE TEMPORARY HIGH LINE CONN ECTIONS WHERE DEEMED APPLICABLE BY THE LBWD. )
EXIST. F.H.
PROP. BLDG.
533 EAST 33RD 7 STREET ,,
PROP. 'Z DOM.
WATER SERVICE
'
LOCATION MAP
SCALE: 1" = 100'
LEGEND OF ABBREVIATIONS & LINE SYMBOLS
-.::.,,,,,,,. ! �•�•''•�•'"JL I
'
I
I
:::J)
ijj
�
0 :a:
\ �� <( �
SYMBOL LEGEND
•
PROP. INDICATES PROPOSED SYMBOL DESC RIP TION
EXIST. INDICATES EXISTING
L= INDICATES LENGTH EQUALS
S.D. INDICATES STORM DRAIN
LBWD INDICATES LONG BEACH WATER DEPARTMENT
CLB INDICATES CITY OF LONG BEACH
PCC INDICATES PORTLAND CEMENT CONCRETE
GIP INDICATES CAST IRON PIPE
ACP INDICATES ASBESTOS CONCRETE PIPE
C/L INDICATES CENTERLINE
ABAND. INDICATES ABANDONED
B.O.P. INDICATES BOTTOM OF PIPE
T.O.P. INDICATES TOP OF PIPE
SPPWC INDICATES STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION D.I.P. INDICATES DUCTILE IRON PIPE
P.V.C. INDICATES POLYVINYL CHLORIDE
-G--G- INDICATES EXISTING GAS
-s s- INDICATES EXISTING SEWER
INDICATES EXISTING STORM DRAIN
-W--W- INDICATES EXISTING WATER
- F F- INDICATES FUEL LINE
-lV 1V - INDICATES CABLE TV
NOTED
H-22
®
[XX]
CD
VALVE
FIRE HYDRANT
CONSTRUCTION ID
BENCH MARK DATA
CLB BMil55A
ATLANTIC AVE @ WARDLOW RD
BRASS DISC IN WELL; STAMPED "CITY
OF LONG BEACH''. S'LY MON. OF THE
TWO CL INTERSECTION MONUMENTS.
NGVD 29 MSL ELEV 86.992 1985 ADJ
RECOMMENDED
1----+---t------------+---+--+--+=��--+----+----+�=�---=---+--=��---���----l MANAGER: OF' E=No=INEER =
ING�
------
-CITY ENG. CORRECTED BY DATE GIS TILE H-22 DATE LONG BEACH WATER DEPARTMENT REV. DATE DESCRIPTION BY CK'D. APP'D.
GAS AS-BUILT BY DATE
EDISON CO, POSTED GIS DATE
GEN. TEL CO. VALVES RECORDED DATE
CONSTRUCTED BY DATE
SECTION MAP H-22
FIELD BOOK PAGE
SPEC. NO CONTRACT NO.
FA
APPROVED ___ �-------
DIRECTOR or ENGINEERING/CHIEF ENGINEER DATE
CHRISTOPHER J. GARNER
GENERAL MANAGER
LONG BEACH
WATER DEPARTMENT
NOTES TO
CONTRACTOR
1. THE CONTRACTOR SHALL FIELD VERIFY TIHE SIZE, MATERIAL, HORIZONTAL, AND
VERTICAL LOCATION OF ALL CONNECTION POINTS AND ALL UTILITY CROSSINGS PRIOR TO ANY CONSTRUCTION ACTIVITY.
2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTIECT IN PLACE EXISTING UTILITIES UNLESS OTHERWISE NOTED.
3. PROVIDE 1-FOOT MINIMUM VERTICAL CLEARANCE AT ALL CROSSINGS BETWEEN NEW PIPE AND EXISTING UTILITIES UNLESS OTHERWISE NOTED ON PLANS.
4. THE CONTRACTOR SHALL
MAINTAIN ACCESS TO PRIVATE DRIVEWAYS, DRIVEWAYS,
AND INTERSECTING STREETS AT ALL TIMES.
5. FOR PIPELINE APPURTENANCES, THE CONTRACTOR SHALL REMOVE AND REPLACE CURB AND GUTTER AND SIDEWALK TO THE NEAREST JOINT. FOR BIDDING PURPOSES ASSUME 10 LF (UNLESS SPECIFIED ON PLANS) OF CURB AND GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED IN KIND.
6. REMOVE AND REPLACE IN KIND STAMPED COLORED CONCRETE PER 2018 GREEN BOOK STANDARD SPECIFICATION 303-6 AND 303-7 USING INTEGRAL COLOR METHOD. WHEN REPLACING THE DECORATIVE PAVEMENT, DRILL 1 /'i' X 12" LONG SMOOTH STEEL EPOXY COATED #4 DOWEL AT 18" OC AT THE EXPANSION JOINT (TYP) INTO THE EXISTING CONCRETE.
7. ALL DUCTILE IRON AND STEEL FITTINGS AND VALVES BURIED UNDERGROUND
AND IN CONTACT WITH SOIL SHALL BE COATED WITH A WAX TAPE-WRAP SYSTEM AND DOUBLE WRAPPED WITH A POLYETHYLENE ENCASEMENT.
8. THE CONTRACTOR SHALL COORDINATE WITH RESIDENTS PRIOR TO CONNECTION OF EXISTING FIRES SERVICES. THE CONTRACTOR WILL NEED TO BLEED THE AIR
OUT OF THE LINE AND TURN THE FIRE SERVICE OFF INSIDE THE RESIDENCE'S HOME.
9. THE CONTRACTOR SHALL INSTALL THE NEW FIRE HYDRANT IN THE SAME LOCATION AS THE EXISTING FIRE HYDRANT. CONTRACTOR MAY PROPOSE A MORE OPTIMAL LOCATION AND INSTALL AFTER OBTAINING LBWD'S APPROVAL. SEPARATE
PRESSURE TESTING AND BAC-T SAMPLES FOR THE FIRE HYDRANT LATERAL WILL BE REQUIRED BEFORE TIE-IN.
ENGINEER'S GENERAL NOTES
1. TRI-FLEX CONNECTION JOINTS ARE REQUIRED ON ALL PIPE SIZES LARGER THAN 12" AT EACH JOINT.
2. ALL D.I.P. WATER LINES TO BE HOT DIPPED WATER LINES. WATER LINES TO BE HOT TAPPED WITH BITUMINOUS COATING.
3. CONTRACTOR TO FURNISH ALL WATER METER BOXES, AS INDICATED ON PLANS,
FOR FUTURE WATER METER INSTALLATION BY THE CITY OF LONG BEACH WATER DEPARTMENT.
4. CONTRACTOR TO "SNAKE." SERVICE LATERALS AS APPLICABLE TO AVOID CONFLICTS WITH RECLAIMED WATER, SANITARY SEWER, AND STORM DRAIN.
NOTE
1. ALL METERS MUST BE PAID FOR PRIOR TO LBWD SUPPLYING AND INSTALLING THE METERS AND ASSEMBLIES.
2. WATER SYSTEM WILL BE USED FOR POTABLE SERVICE UNLESS A FLUSHING PROGRAM IS MAINTAINED FOR THE SYSTEM LOOP IS COMPLETE.
NOTE
THESE PLANS HAVE BEEN REVIEWED BY THE LONG BEACH WATER DEPARTMENT FOR
CONFORMANCE WITH WATER DEPARTMENT STANDARDS AND FOR COMPLIANCE WITH
THE GENERAL CONCEPTUAL DESIGN OF THE WATER SYSTEM SHOWN ON THESE PLANS. NO DETAILED MATHEMATICAL CHECK WAS MADE OF THE ACCURACY OF THE
EXISTING OR PROPOSED DIMENSIONS, STATIONS, LINES OR GRADES SHOWN, NOR OF EXISTING OR PROPOSED UTILITY SUBSTRUCTURES. FULL RESPONSIBILITY IS PLACED UPON THE CONSULTANT REGISTERED CIVIL ENGINEER.
Underground Service Alert
Call:
811
TWO WCAl<INO DAYS
BEFORE YOU DIG
APPROVED:
FIRE & LIFE SAFETY DATE
PLAN CHECK NO. FUGO 267502
PLANS PREPARED UNDER THE SUPERVISION OF:
2552 WHITE ROAD, SUITE B, IRVINE, CA 92614
{949)660-0110 FAX:660-0418
R.C.E. NO 72027 DATIE 11/15/22
530 E. 33RD STREET DEVELOPMENT DRAWING-FILE NUMBER:
CONSTRUCTION OF 230-FEET OF 8-INCH DOMESTIC
WATER MAIN MC-5235
FAldlS PROJECT CODE: t.lUNIS PROJECT CODE:
WAPM-JH 6002020 302
SHEET 1 or 3 SHEETS
11/30/22
11/30/2022
11/30/2022
Attachment A
WATER
CONSTRUCTION NOTES & QUANTITIES
SEWER
LONG BEACH WATER DEPARTMENT
LONG BEACH
WATER DEPARTMENT
MC-5235
DESIGN PLAN BY:
MARIAN VADKERTI
WALDEN & ASSOCIATES
2552 WHITE ROAD, SUITE B, IRVINE, CA 92614
(949) 660-0110
PHASE CONNECTION DETAIL
2-PHASE MAIN CONNECTION-A
(PER WDS-101)
PHASE CONNECTION DETAIL
2-PHASE MAIN CONNECTION-B
(PER WDS-101)
PHASE CONNECTION DETAIL
2-PHASE MAIN CONNECTION-C
(PER WDS-101)
ELEVATION A-A
NOT TO SCALE
SHOWN FOR REFERENCE ONLY
10" FIRELINE SERVICE
METER LOCATION
W.O. F010859
______ FT. E/W PL
______ FT. N/S PL
11/30/2022
11/30/2022
Attachment A
PROP. M-1
PROPOSED
BUILDING
PROP. M-2
1+00 1+50
90 80
90 80
SEWER
WATER
CONSTRUCTION NOTES
LONG BEACH WATER DEPARTMENT
LONG BEACH
WATER DEPARTMENT
MC-5235
12+00 12+50
90 13+00 13+50 14+50
NOTES:
80 14+00
ATLANTIC AVENUE
15+00 15+50 16+00
90 80
16+50 17+00
E. 33RD STREET
LINDEN AVENUE
ALLEY
ALLEY
PROP. M-1
PROP. M-2
DESIGN PLAN BY:
MARIAN VADKERTI
WALDEN & ASSOCIATES
2552 WHITE ROAD, SUITE B, IRVINE, CA 92614
(949) 660-0110
11/30/2022
11/30/2022
Attachment A
LEGAL DESCRIPTION
EASEMENT FOR WATER PURPOSES
BEING THE NORTHERLY 13.00 FEET OF THE WESTERLY 10.00 FEET OF THE EASTERLY 12.64 FEET OF PARCEL 1 OF LOT MERGER NO. 2011-11, IN THE CITY OF LONG BEACH, COUNTY OF LOS
ANGELES, STATE OF CALIFORNIA, AS DESCRIBED AND SHOWN ON THE NOTICE OF LOT MERGER AND GRANT OF CERTIFICATE OF COMPLIANCE, RECORDED OCTOBER 22, 2021 AS INSTRUMENT NO. 20211593890, OF OFFICIAL RECORDS.
CONTAINS: 130.00 SQ. FT.
AS SHOWN ON EXHIBIT "13'' ATTACHED HERETO AND MADE A PART HEREOF.
PREPARED BY ME OR UNDER MY DIRECTION
{)2--0Z.:«Jl-3
DATE
�ALDEN &
... n,.ssoCIATES
CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS
2552 WHITE ROAD, SUITE B• IRVINE, CA 92614-6236
(949) 660-0110 FAX: 660-0418
W.O. No. 2054-884-001 Date 02-02-2023
Engr. B.J.W. Chk'd. M.V. Sheet 1 of 1
Attachment B
Attachment B
Revised August 2019
TO: Office of Planning & Research FROM: Department of Development Services 1400 Tenth Street, Room 121
Sacramento, CA 95814
411 W. Ocean Blvd, 3rd Floor
Long Beach, CA 90802
L.A. County Clerk
Environmental Fillings
12400 E.
Imperial Hwy., Room 1201
Norwalk, CA 90650
Exempti
on Number: __________________
Project Title (Application Number): _________________________________________________________ Project Location – Specific: _______________________________________________________________ Project Location – City/County: City of Long Beach, Los Angeles County, California Description of Nature, Purpose and Beneficiaries of Project:
Public Agency Approving Project: City of Long Beach, California Person or Agency Carrying Out Project:
Exempt Status: (Check One)
Ministerial (Sec 21080(b)(1) ; 15268);
Declared Emergency (Sec 21080(b)(3); 15269(a));
Emergency Project (Sec 21080( b)(4); 15269(b)(c));
Categorical Exemption. State type and section number:
Statutory Exemption. State code number:
Reasons why project is exempt:
Lead Agency
C
ontact Person: _____________________________________ Contact Phone: _____________________ Signature: ______________________________ Date:______________ Title: ________________________ CEQA Notice of Exemption
Department of Development Services | Planning Bureau
411 W. O
cean Blvd., 2nd Floor, Long Beach, CA 90802
(562) 570-6194
longbeach.gov/lbds
Attachment C