MI_2622__Plans_&_Drawings_#26-02A.pdf
PDF 4 MB Posted
- Solicitation number
- 2025/2026-26
- Issued by
- Ventura County, California
About this file
This file consists of construction plans and drawings for the City of Thousand Oaks Public Works Department, prepared by FUSCOE Engineering (Andrew Wilrodt, RCE #C49881), detailing the Moorpark Storm Drain Pipe (CMP) Lining and Repair project at Gainsborough (Project No. MI2622, Specification No. 2025/2026-26). The project involves the rehabilitation of an existing 24-inch Corrugated Metal Pipe storm drain located within Moorpark Road using steam cured-in-place pipe (CIPP) lining, with construction of a new 30-inch storm drain manhole at the east end of the alignment to provide access for CIPP installation. Access at the west end shall be provided through an existing curb inlet catch basin. The scope additionally includes pavement rehabilitation on the west side of Moorpark Road. The plans were issued for construction on June 12, 2026, and include four sheets covering cover sheet information, general notes, demolition details, and pavement and storm drain construction specifications. All work must comply with the City of Thousand Oaks 2018 Road Design and Construction Standard Plates, Standard Plans for Public Works Construction (SPPWC), CalTrans 2022 and 2010 Standard Plans, and applicable California Building Code provisions.
The contractor must possess a valid Class A General Engineering License and is solely responsible for calling USA Underground Alert at 811 no less than two days nor more than seven days prior to construction to locate existing underground utilities. The contractor assumes full responsibility for any damage to existing utilities during construction and must verify all utility locations through potholing prior to commencing work. The project requires compliance with the General Permit for Discharges of Storm Water Associated with Construction and Land Disturbance Activities (Order WQ 2022-0057-DWQ) through implementation of a Storm Water Pollution Prevention Plan (SWPPP). A minimum 10-foot travel lane must be maintained throughout construction, and all work shall be inspected by the City Public Works Department. The contractor must keep the work site clean and free from rubbish and debris throughout all phases of construction, including dust abatement measures as directed by the City Inspector.
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Text version
SHEET __ OF __
CITY OF THOUSAND OAKS
H. TED GERBER, CITY ENGINEER
DATEENGINEERING DIVISION MANAGER
CITY OF THOUSAND OAKS
DATEDATEREGISTERED ENGINEER
DATE
CHECKED
DATE
DATE
DESIGNED
DRAFTED BY
PREPARED BY
C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION
Know what'sbelow.Callbefore you dig.
REVIEWED BY:
APPROVED BY:
DATEPROJECT ENGINEER
REVIEWED BY:
CITY OF THOUSAND OAKS DWG. _________26-02A
MOORPARK STORM DRAIN PIPE (CMP)
LINING AND REPAIR AT GAINSBOROUGH
ISSUED FOR CONSTRUCTION 06/12/26
06/12/26
BP
AW
06/12/26ANDREW WILRODT
fuscoe.com213.988.8802
600 Wilshire Blvd, Suite 1470 Los Angeles, Ca 90017
06/12/26
06/12/26
CC
AW
SITE MAP
SCALE: NTS
SHEET INDEX
SHT. NO. DESCRIPTION
NOTICE TO CONTRACTOR:
NOTICE TO CONTRACTOR:
CONTRACTOR SHALL POSSES A VALID CLASS "A" GENERAL ENGINEERING LICENSE
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE USA UNDERGROUND
ALERT FOR LOCATION OF EXISTING UNDERGROUND UTILITIES NO LESS THAN TWO DAYS NOR
MORE THAN SEVEN DAYS PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGE DONE TO
EXISTING UTILITIES DURING CONSTRUCTION
1 COVER SHEET
VICINITY MAP
NO SCALE
PUBLIC WORKS DEPARTMENT
PROJECT SITE
CERTIFICATE OF "RECORD DRAWINGS"
I _____ANDREW WILRODT_____ HEREBY CERTIFY, BASED ON MY FIELD OBSERVATION OR
INFORMATION PROVIDED BY THE OWNER AND GENERAL CONTRACTORS THAT THE WORK ON SHEET
NO'S ___1___ THROUGH ____4__ MARKED AS "RECORD DRAWING" HAS BEEN CONSTRUCTED IN
SUBSTANTIAL COMPLIANCE WITH THESE PLANS, SPECIFICATIONS, REVISIONS, CHANGE ORDERS, AND FIELD CHANGES.
_____________________________ ___C49881_____ ____09/30/2028__
REGISTERED CIVIL ENGINEER RCE NUMBER EXP. DATE
(SIGNATURE)
DATE
MOORPARK STORM DRAIN PIPE (CMP) LINING
AND REPAIR AT GAINSBOROUGH
PROJECT NO. MI2622
SPECIFICATION NO. 2025/2026-26
CITY COUNCIL
CITY ENGINEER
H. TED GERBER
NADER HEYDARI
PUBLIC WORKS DIRECTOR
AL ADAMBOB ENGLER
DAVID NEWMAN
CITY MANAGER
ANDREW P. POWERS
MIKEY TAYLOR, MAYOR
C. TIE GUTIERREZ
PUBLIC UTILITIES WITHIN CITY OF THOUSAND OAKS
CITY OF THOUSAND OAKS
2100 EAST THOUSAND OAKS BOULEVARD
THOUSAND OAKS, CA 91362
BRET SHERMAN
805-376-5050
CALIFORNIA AMERICAN WATER COMPANY
2439 W. HILLCREST DRIVE
NEWBURY PARK, CA 91320
EMANUEL BARAJAS
805-432-5750
805-376-5033
BRET SHERMAN
THOUSAND OAKS, CA 91362
2100 EAST THOUSAND OAKS BOULEVARD
CITY OF THOUSAND OAKS
WATER:
WASTEWATER:
SPECTRUM
5142 CLARETON DRIVE
AGOURA HILLS, CA 91301
805-494-7013
THOUSAND OAKS, CA 91361
3589 FOOTHILL DRIVE
SOUTHERN CALIFORNIA EDISON COMPANY
BOB MIGLIORE
GAS:
CABLE TV:
ELECTRICITY:
TELEPHONE:
THOMAS MINTER
818-575-7064
JASON EISEL
201 FLYNN ROAD
CAMARILLO, CA 93012
805-233-1472
SOUTHERN CALIFORNIA GAS COMPANY
9400 OAKDALE AVENUE
CHATSWORK, CA 91311
805-795-4593
FRONTIER
FRONTIER
201 FLYNN ROAD
CAMARILLO, CA 93010
THOMAS PEARSON
805-445-9116
ELISABETH PANIAGUA
CALLEGUAS MUNICIPAL WATER DISTRICT
2100 EAST OLSEN ROAD
THOUSAND OAKS, CA 91360
KRISTINE MCCAFFREY
805-579-7128
COVER SHEET
SF. DWG. NO. A101
2 GENERAL NOTES
3 DEMOLITION
4 PAVEMENT AND STORM DRAIN CONSTRUCTION
N M
O O
RP
AR
K
RD
101 FREEWAY
F
RE
EW
AY
E JANSS RD
E GAINSBOROUGH RD
805-376-5095
MICHAEL FAHRENKOPF
THOUSAND OAKS, CA 91362
2100 EAST THOUSAND OAKS BOULEVARD
CITY OF THOUSAND OAKS
STORMWATER:
626-664-5649
MOORPARK/SENIOR PATROLMAN
SHANE OLESEN
CONTACT FOR 66KV LINE
NORTH COAST TRANSMISSION
06/16/2026
Shamir Shahamiri 6/16/2026
06-18-2026
H. TED GERBER, CITY ENGINEER
DATEENGINEERING DIVISION MANAGER
CITY OF THOUSAND OAKS
DATEDATEREGISTERED ENGINEER
DATE
CHECKED
DATE
DATE
DESIGNED
DRAFTED BY
PREPARED BY
C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION
Know what'sbelow.Callbefore you dig.
REVIEWED BY:
APPROVED BY:
DATEPROJECT ENGINEER
REVIEWED BY:
CITY OF THOUSAND OAKS DWG. _________26-02A
MOORPARK STORM DRAIN PIPE (CMP)
LINING AND REPAIR AT GAINSBOROUGH
ISSUED FOR CONSTRUCTION 06/12/26
06/12/26
BP
AW
06/12/26ANDREW WILRODT
fuscoe.com213.988.8802
600 Wilshire Blvd, Suite 1470 Los Angeles, Ca 90017
06/12/26
06/12/26
CC
AW 2
GENERAL NOTES
ABBREVIATIONS
CB CATCH BASIN
COM COMMUNICATIONS
E EAST
N NORTH
SCE SOUTHERN CALIFORNIA EDISON
SD STORM DRAIN
STA STATION
TC TOP OF CURB
SURVEY MAPPING NOTES INFORMATION
HORIZONTAL DATUM (BASIS OF BEARINGS AND MEASUREMENTS)
ALL DISTANCES, BEARINGS, AND COORDINATES ARE BASED ON ZONE 5 OF THE CALIFORNIA COORDINATE SYSTEM (CCS), NAD83 (2011), EPOCH 2017.50. THE HORIZONTAL ADJUSTMENT WAS PERFORMED BY UTILIZING 3 CONTINUOUS GLOBAL POSITIONING SYSTEM (CGPS) STATIONS. THE PUBLISHED VALUES FOR THE CGPS STATIONS WERE PROVIDED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). THE MEASURED DISTANCES FOR THE PROJECT ARE GROUND DISTANCES. GROUND DISTANCES WERE OBTAINED BY DIVIDING THE GRID DISTANCES USING THE COMBINED FACTOR OF 0.9999441871 CALCULATED AT CONTROL POINT 52.
VERTICAL DATUM
COUNTY OF VENTURA - PUBLIC WORKS AGENCY BENCHMARK 33-10 (VCPID 1677).
ELEV 239.701m (NAVD 88, NGS PUB 1995 EPOCH) AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MOORPARK ROAD WITH GAINSBOROUGH ROAD, 10.3 FEET SOUTHEASTERLY OF A TRAFFIC SIGNAL STANDARD, 7.7 FEET EASTERLY FROM THE FACE OF A 3" BLOCKWALL, 7.5 FEET NORTHEASTERLY FROM A MAN HOLE,
2.7 FEET EASTERLY FROM A POWER POLE, 0.2 FEET SOUTHERLY FROM A CURB RETURN.
MONUMENTATION PRESERVATION
CONTRACTOR SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THEIR OPERATIONS. ONCE FOUND, THE CONTRACTOR SHALL THEN NOTIFY THE CITY ENGINEER. THE CITY SHALL RESET ALL SAID MONUMENTS. EXISTING SURVEY MONUMENTS THAT WILL BE IMPACTED SHALL BE IDENTIFIED BY THE CONTRACTOR FOR THE CITY TO ESTABLISH TIES PRIOR TO AND AFTER CONSTRUCTION. THESE SURVEY MONUMENTS ARE NOTED AS ON THE PLANS.
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF THOUSAND OAKS 2018 ROAD DESIGN AND CONSTRUCTION STANDARD PLATES, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) LATEST EDITION AND SUPPLEMENTS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2022 AND 2010 STANDARD PLANS, CALIFORNIA LAW GOVERNMENT CODE - GOV TITLE 1 100-7914 (4215), THE CALIFORNIA BUILDING CODE (EXCAVATION AND GRADING), AND IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
2. UTILITIES HAVE BEEN LOCATED TO THE BEST OF THE ENGINEER'S ABILITY AND FROM DATA AND RECORDS FURNISHED BY THE REPRESENTATIVES OF THE VARIOUS UTILITIES. IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE TRUE LOCATION OF AND IDENTIFY ANY/ALL UNDERGROUND UTILITIES AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL POTHOLE TO VERIFY THE LOCATION OF EACH AND COORDINATE WITH RESPECTIVE OWNERS FOR
RELOCATION IF NECESSARY. HAND DIG EXCAVATIONS UNTIL CLEAR OF OBSTRUCTIONS.
3. CONTRACTOR SHALL FIELD VERIFY ALL CONTROLLING DIMENSIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WORK.
4. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING
FACILITIES.
5. ALL UTILITY LATERALS ARE NOT SHOWN. CONTRACTOR TO VERIFY ALL LATERAL LOCATIONS PRIOR TO BEGINNING WORK.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE, ANY PIPES DAMAGED SHALL BE REPLACED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES BEFORE STARTING WORK (SEE PROJECT SPECIFICATIONS FOR
MINIMUM NOTICE).
7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL RELATIONS (CAL/OSHA OR DOSH) SAFETY STANDARDS, IN ACCORDANCE WITH SECTION 5-7 OF THE SSPWC. CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM
CAL/OSHA IF REQUESTED BY THE INSPECTOR.
8. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 811 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION TO ALLOW UTILITY OWNERS TO MARK THE LOCATION OF THEIR RESPECTIVE UNDERGROUND FACILITIES/UTILITIES, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN ON THESE PLANS.
9. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER.
10. WORK IN PUBLIC STREETS AND RIGHT-OF-WAY, ONCE BEGUN, SHALL BE PERFORMED TO COMPLETION WITHOUT DELAY SO AS TO
PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE PUBLIC.
11. CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND
REGULATIONS.
12. ALL WORK SHALL BE INSPECTED BY THE CITY PUBLIC WORKS DEPARTMENT.
13. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE BY CLEANING, SWEEPING, VACUUMING AND SPRINKLING WITH WATER AND USING DUST FENCES OR
OTHER METHODS AS DIRECTED BY THE CITY THROUGHOUT THE CONSTRUCTION OPERATION.
14. SAWCUTTING OF EXISTING PAVEMENT SHALL BE TO A CLEAN STRAIGHT EDGE AS DIRECTED BY THE CITY INSPECTOR.
15. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 10' OF TRAVEL LANE AT ALL TIMES DURING CONSTRUCTION.
16. ALL CONSTRUCTED SIDEWALKS AND WALKWAYS SHALL REQUIRE A NON-SLIP FINISH AS DESCRIBED IN SECTION 303-5.5.3 OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION.
STORMWATER POLLUTION CONTROL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH THE GENERAL PERMIT FOR DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION AND LAND DISTRUBANCE ACTIVITIES, (GENERAL PERMIT) ORDER WQ 2022-0057-DWQ, BY IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR HAS A NUMBER OF RESPONSIBILITIES AS DELINEATED IN THE GENERAL PERMIT, INCLUDING, BUT NOT LIMITED TO, THE PROVISION OF EROSION CONTROL AND POLLUTION CONTROL MEASURES AND MANAGEMENT, LOG-KEEPING, TRAINING, AND AMENDING AND UPDATING THE SWPPP AS CALLED FOR DUE TO SITE CONDITIONS WHICH CAN VARY THROUGHOUT THE
DURATION OF CONSTRUCTION.
EROSION CONTROL NOTES
POLLUTION PREVENTION NOTES
BW BACK OF WALK
RIGHT OF WAY AND CENTERLINE DISCLAIMER
THE RIGHT-OF-WAY LINES SHOWN ON THIS PLAN ARE DEPICTED FOR GRAPHICAL AND INFORMATIONAL PURPOSES ONLY. THEY DO NOT REPRESENT THE RESULTS OF A BOUNDARY SURVEY, ARE NOT INTENDED FOR THE ESTABLISHMENT OF PROPERTY OR BOUNDARY LINES, AND SHALL NOT BE RELIED UPON FOR ANY BOUNDARY DETERMINATION OR LEGAL DESCRIPTION
FL FLOW LINE
AC ASPHALT CONCRETE
LIP LIP OF GUTTER
INV INVERT
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
FS FINISH SURFACE
MH MANHOLE
06/16/2026
N M
OORPA
RK
RD
GAINSBOROUGH RD
APPROX. 470' SOUTH
SHEET __ OF __
CITY OF THOUSAND OAKS
H. TED GERBER, CITY ENGINEER
DATEENGINEERING DIVISION MANAGER
CITY OF THOUSAND OAKS
DATEDATEREGISTERED ENGINEER
DATE
CHECKED
DATE
DATE
DESIGNED
DRAFTED BY
PREPARED BY
C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION
Know what'sbelow.Callbefore you dig.
REVIEWED BY:
APPROVED BY:
DATEPROJECT ENGINEER
REVIEWED BY:
CITY OF THOUSAND OAKS DWG. _________26-02A
MOORPARK STORM DRAIN PIPE (CMP)
LINING AND REPAIR AT GAINSBOROUGH
ISSUED FOR CONSTRUCTION 06/03/26
06/03/26
BP
AW
06/03/26ANDREW WILRODT
fuscoe.com213.988.8802
600 Wilshire Blvd, Suite 1470 Los Angeles, Ca 90017
06/03/26
06/03/26
CC
AW 3
DEMOLITION
DEMOLITION LEGEND
DEMOLITION NOTES
NOTICE TO CONTRACTOR
EXISTING UTILITIES
06/16/2026
H. TED GERBER, CITY ENGINEER
DATEENGINEERING DIVISION MANAGER
CITY OF THOUSAND OAKS
DATEDATEREGISTERED ENGINEER
DATE
CHECKED
DATE
DATE
DESIGNED
DRAFTED BY
PREPARED BY
C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION
Know what'sbelow.Callbefore you dig.
REVIEWED BY:
APPROVED BY:
DATEPROJECT ENGINEER
REVIEWED BY:
CITY OF THOUSAND OAKS DWG. _________26-02A
MOORPARK STORM DRAIN PIPE (CMP)
LINING AND REPAIR AT GAINSBOROUGH
ISSUED FOR CONSTRUCTION 06/12/26
06/12/26
BP
AW
06/12/26ANDREW WILRODT
fuscoe.com213.988.8802
600 Wilshire Blvd, Suite 1470 Los Angeles, Ca 90017
06/12/26
06/12/26
CC
AW 4
PAVEMENT AND STORM DRAIN CONSTRUCTION
785-
790-
800-
785-
790-
800-
0+80 1+00 2+00 2+50
PROFILE SCALE:
HORIZ: 1" = 10'
VERT: 1" = 2'
STORM DRAIN & DUCT BANK DETAIL
NOT TO SCALE
STA1+75.337 - STA1+83.61
SITE LEGEND
NOTICE TO CONTRACTOR CONSTRUCTION NOTES
PAVING GENERAL NOTES
SIDEWALK SLAB REPAIR W/ DOWEL
NOT TO SCALE
N M
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RK
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N M
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RD
06/16/2026
Shamir Shahamiri 6/16/2026 http://www.brooksproductsnw.com/catalog/catchbasin1212cat.pdf
File details come from the government source that posted it. Updated .