rfb 13291_project plans_FY21-22.pdf
PDF 5 MB Posted
- Attached to
- RFB - COUNTYWIDE CULVERT REPAIR AND REPLACEMENT
- Solicitation number
- BPM013291
- Issued by
- California
About this file
Summary of RFB 13291 Project Plans - FY 21-22 Culvert Replacement
This document comprises construction project plans prepared by the County of San Diego Department of Public Works for countywide culvert repair and replacement work during fiscal years 2021-2022. The project involves multiple culvert replacement sites located throughout San Diego County, including locations in De Luz, Fallbrook, Spring Valley, and Valley Center areas. The work encompasses replacement of various pipe sizes and types, including reinforced concrete pipe (RCP) ranging from 18 inches to 48 inches in diameter, corrugated steel pipe arch structures, and elliptical RCP configurations. Specific projects include four 19-inch by 30-inch elliptical RCP installations on De Luz Murrieta Road, four 36-inch RCP pipes on De Luz Road, a 48-inch RCP at Sandia Creek Drive, 36-inch and 24-inch RCP replacements at multiple locations, and various other storm drain and water pollution control improvements. The plans were designed by T.Y. Lin International with engineer Philip Brand (License #75694, expiring 06/30/2026) and were approved on 10/03/25, with project coordination dates of 09/24/25.
The construction plans include comprehensive technical specifications, water pollution control measures, traffic control details, and coordination requirements with multiple utility providers including Helix Water District, Rainbow Municipal Water District, and various telecommunications carriers. The plans specify that contractors must provide 48-hour advance notice to Helix Water District prior to commencing work and are responsible for protecting all existing utilities and bearing costs for any damage incurred during construction. Site-specific details include quantity schedules for materials such as reinforced concrete pipe, structure backfill, riprap energy dissipaters, traffic stripes, temporary erosion control measures, and pavement restoration. The project incorporates standard San Diego County Design Standards, Caltrans Standard Plans, and regional standard drawings. Control survey information is referenced to the California Spatial Reference System (NAD83, Epoch 2017.50) and North American Vertical Datum (NAVD88).
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PLANS FOR
CONSTRUCTION OF
FY 21-22 (CULVERT REPLACEMENT)
IN SAN DIEGO COUNTY, CA
Various Locations
TITLE SHEET
INDEX OF SHEETS
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
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FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
AutoCAD SHX Text COUNTY OF SAN DIEGO, CALIFORNIA OUNTY OF SAN DIEGO, CALIFORNIA UNTY OF SAN DIEGO, CALIFORNIA NTY OF SAN DIEGO, CALIFORNIA TY OF SAN DIEGO, CALIFORNIA Y OF SAN DIEGO, CALIFORNIA OF SAN DIEGO, CALIFORNIA OF SAN DIEGO, CALIFORNIA F SAN DIEGO, CALIFORNIA SAN DIEGO, CALIFORNIA SAN DIEGO, CALIFORNIA AN DIEGO, CALIFORNIA N DIEGO, CALIFORNIA DIEGO, CALIFORNIA DIEGO, CALIFORNIA IEGO, CALIFORNIA EGO, CALIFORNIA GO, CALIFORNIA O, CALIFORNIA , CALIFORNIA CALIFORNIA CALIFORNIA ALIFORNIA LIFORNIA IFORNIA FORNIA ORNIA RNIA NIA IA A DEPARTMENT OF PUBLIC WORKSEPARTMENT OF PUBLIC WORKSPARTMENT OF PUBLIC WORKSARTMENT OF PUBLIC WORKSRTMENT OF PUBLIC WORKSTMENT OF PUBLIC WORKSMENT OF PUBLIC WORKSENT OF PUBLIC WORKSNT OF PUBLIC WORKST OF PUBLIC WORKS OF PUBLIC WORKSOF PUBLIC WORKSF PUBLIC WORKS PUBLIC WORKSPUBLIC WORKSUBLIC WORKSBLIC WORKSLIC WORKSIC WORKSC WORKS WORKSWORKSORKSRKSKSS
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REVIEWED BY:
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COUNTY OF SAN DIEGO DPW DESIGN SECTION
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APPROVED BY:
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RECOMMENDED BY:
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AutoCAD SHX Text No. Description Description 1 TITLE SHEET TITLE SHEET 2 GENERAL NOTES AND REFERENCES GENERAL NOTES AND REFERENCES BASE BID: 3 RP-01 DE LUZ MURRIETA ROAD - ID#8305, RP-01 DE LUZ MURRIETA ROAD - ID#8305, 14082, 14083, 14084 4 RP-02 DE LUZ ROAD - ID#8318, 14095, RP-02 DE LUZ ROAD - ID#8318, 14095, 14096, 14097 5 DE LUZ DETAIL SHEET DE LUZ DETAIL SHEET 6 RP-03 SANDIA CREEK DRIVE - ID#9610 RP-03 SANDIA CREEK DRIVE - ID#9610 7 RP-04 ALVARADO STREET - ID #8083 RP-04 ALVARADO STREET - ID #8083 8 RP-05 VIA PUERTA DEL SOL - ID#51237, 9731 RP-05 VIA PUERTA DEL SOL - ID#51237, 9731 9-11 RP-06 TRALEE TERRACE - ID#2227, 2230 RP-06 TRALEE TERRACE - ID#2227, 2230 RP-07 12 RP-08 SWEETWATER LANE - ID#13913 RP-08 SWEETWATER LANE - ID#13913 13 RP-09 OAK GLEN ROAD- ID#13858 RP-09 OAK GLEN ROAD- ID#13858 14 RP-10 MILLER ROAD- ID#12297 RP-10 MILLER ROAD- ID#12297 15 RP-11 RAINBOW VALLEY BLVD- ID#9484 RP-11 RAINBOW VALLEY BLVD- ID#9484 16 WPC-01 WATER POLLUTION CONTROL PLAN WPC-01 WATER POLLUTION CONTROL PLAN 17 CD-01 CONSTRUCTION DETAILS CD-01 CONSTRUCTION DETAILS
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404 CAMINO DEL RIO, STE 700
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SAN DIEGO, CA 92108
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CIVIL
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PHILIP BRAND
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SAN DIEGO COUNTY LOCATIONS MAP
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AutoCAD SHX Text In the Vicinity of n the Vicinity of - - DE LUZ DE LUZ FALLBROOK FALLBROOK BONSALL SPRING VALLEY SPRING VALLEY VALLEY CENTER VALLEY CENTER RAINBOW - -
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RP-03 (ID# 9610)
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RP-04 (ID# 8083)
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DATE
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RP-01 (ID# 8305) (ID# 14082) (ID# 14083) (ID# 14083) (ID# 14084) (ID# 14084)
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RP-05 (ID# 51237) (ID# 9731)
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RP-06 (ID# 2227)
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DATE
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CIVIL
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T.Y. LIN INTERNATIONAL
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404 CAMINO DEL RIO, STE 700
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SAN DIEGO, CA 92108
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CIVIL
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VALERIA CERON
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PHILIP BRAND
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RP-09 (ID# 13858)
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RP-10 (ID# 12297)
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RP-11 (ID# 9484)
initiator:Krisando.Equipado@sdcounty.ca.gov;wfState:distributed;wfType:shared;workflowId:287172a70db3104188971bae83cbab09
GENERAL NOTES AND REFERENCES
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
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COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
ABBREVIATIONS
SURVEY NOTES
REMARKS
MONUMENTS
SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), OCTOBER 2018
PROJECT STANDARD SPECIFICATIONS
PROJECT STANDARD PLANS
CALTRANS STANDARD PLANS (CTSP), 2018
SAN DIEGO COUNTY DESIGN STANDARDS (SDCDS), OCTOBER 2012
LEGEND OF IMPROVEMENTS
TYPICAL CONSTRUCTION NOTES
SURVEY CONTROL STATEMENT
PERMANENT WATER POLLUTION CONTROL BMP'S
HELIX WATER DISTRICT NOTES
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DATE
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CIVIL
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T.Y. LIN INTERNATIONAL
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404 CAMINO DEL RIO, STE 700
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SAN DIEGO, CA 92108
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CIVIL
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VALERIA CERON
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PHILIP BRAND
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AutoCAD SHX Text AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE APPROXIMATE AMERICAN TELEPHONE AND TELEGRAPH BEGIN CURVE BOTTOM OF ENCASEMENT BEGIN BEGIN VERTICAL CURVE BACK OF WALL CONCRETE CYLINDER PIPE CENTERLINE CLEARANCE CALTRANS STANDARD PLAN CONCRETE CEMENT MORTAR LINED AND COATED CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE ARCH DUCTILE IRON PIPE DISTANCE DRIVEWAY EASTING EACH END CURVE ELEVATION EDGE OF PAVEMENT ENVIRONMENTAL SERVICES UNIT END VERTICAL CURVE EXISTING FLARED END SECTION FINISH GRADE FLOW LINE FALLBROOK PUBLIC UTILITY DISTRICT FIBER ROLL FALLBROOK SANITARY DISTRICT FOOTING HORIZONTAL, HEIGHT HIGH-DENSITY POLYETHYLENE PIPE HEADWALL HELIX WATER DISTRICT INVERT ELEVATION LENGTH LAYOUT LINE LINEAR FEET LEFT LAKESIDE WATER DISTRICT MATERIAL MAXIMUM MINIMUM MODIFIED NORTHING NOT TO SCALE ORIGINAL GRADE OTAY WATER DISTRICT PORTLAND CEMENT CONCRETE PADRE DAM MUNICIPAL WATER DISTRICT POLYETHYLENE PROTECT IN PLACE PARCEL LINE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION CROSS-LINKED POLYETHYLENE ROAD SURVEY RELATIVE COMPACTION REINFORCED CONCRETE PIPE RINCON DEL DIABLO MUNICIPAL WATER DISTRICT ROLLED EROSION CONTROL PRODUCT REINFORCED RAINBOW MUNICIPAL WATER DISTRICT REVISED STANDARD PLANS RIGHT RIGHT OF WAY SLOPE SAWCUT SAN DIEGO COUNTY DESIGN STANDARD SAN DIEGO COUNTY SANITATION DISTRICT SAN DIEGO GAS AND ELECTRIC STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (SAN DIEGO) SAN DIEGO REGIONAL STANDARD DRAWING STORM DRAIN STENCIL TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TRAFFIC CONTROL PLAN TOP OF ENCASEMENT TOP OF DIKE TELECOMM TEMPORARY THOMAS GUIDE MAP TOP OF WALL TYPICAL VARIES VERTICAL CURVE VALLEY CENTER MUNICIPAL WATER DISTRICT VITRIFIED CLAY PIPE VERTICAL WATER POLLUTION CONTROL PLAN
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ABBREVIATION DESCRIPTION
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DESCRIPTION
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SYMBOL
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WV
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PROPOSED RCP
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AutoCAD SHX Text PRIOR TO CONSTRUCTION, THE COUNTY OF SAN DIEGO FIELD SURVEYS SECTION SHALL BE NOTIFIED REGARDING ANY CONTROL, MONUMENTS, OR BENCHMARKS THAT MAY BE DESTROYED BY CONSTRUCTION.
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STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, 2015
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AutoCAD SHX Text HORIZONTAL CONTROL: HORIZONTAL CONTROL IS BASED ON THE CALIFORNIA SPATIAL REFERENCE SYSTEM, CSRS EPOCH 2017.50 (NAD83). THE DATUM WAS ACCESSED USING CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) IDENTIFIED IN THE COUNTY OF SAN DIEGO REAL TIME NETWORK. VERTICAL CONTROL: ELEVATIONS ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) WHICH WAS ACCESSED USING THE CORS STATION AND THE NGS GEOID MODEL ‘GEOID12B’.GEOID12B’..
AutoCAD SHX Text THESE PLANS ARE BASED ON US CUSTOMARY (ENGLISH) UNITS. ALL DISTANCES ARE EXPRESSED IN FEET (FT) AND INCHES (IN) UNLESS OTHERWISE NOTED
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FLAGGER
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PROPOSED CURB & GUTTER
AutoCAD SHX Text AT TRALEE AND SWEETWATER LOCATIONS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT HELIX WATER DISTRICT 48 HOURS PRIOR TO COMMENCING WORK AT (619) 596-3860 AND UNDERGROUND SERVICE ALERT FOR LOCATION OF EXISTING WATER FACILITIES AT 1-800-422-4133. CONTRACTOR TO PROTECT ALL EXISTING HELIX WATER DISTRICT FACILITIES AND SHALL BE FINANCIALLY RESPONSIBLE FOR ANY DAMAGE TO HELIX WATER DISTRICT FACILITIES AS A RESULT OF HIS/HER OPERATION, AND SHALL IMMEDIATELY CALL THE HELIX WATER DISTRICT WHO WILL REPAIR ANY DAMAGE AND WILL BILL THE CONTRACTOR FOR THE COST INCURRED. CONTRACTOR TO PROVIDE CONTINUOUS WATER SERVICE TO ALL WATER ACCOUNTS SHOWN OR NOT SHOWN ON THESE PLANS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE DISTRICT ACCESS TO WATER FACILITIES DURING ALL PHASES OF CONSTRUCTION. APPROVAL/REVIEW OF PLANS BY HELIX WATER DISTRICT DOES NOT CONSTITUTE RESPONSIBILITY FOR ACCURACY OF INFORMATION NOR LOCATIONS OF ANY EXISTING UTILITIES. HELIX WATER DISTRICT WILL ADJUST AND/OR RELOCATE NECESSARY EXISTING WATER FACILITIES TO A STANDARD LOCATION, FINISHED GRADE OR IN CONFLICT WITH THE PROJECT AS SHOWN ON THE PLANS, APPROXIMATELY SIX WEEKS AFTER COORDINATION/NOTIFICATION FROM THE CONTRACTOR. ALL REQUIRED UNDERGROUND UTILITY RELOCATIONS OR ADJUSTMENTS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CONCRETE CROSS GUTTERS, SIDEWALK OR SURFACING OF STREETS. ALL DRIVEWAYS, SIDEWALKS, OR OTHER CONCRETE SURFACE IMPROVEMENTS OVER EXISTING WATER MAINS AND LATERALS SHALL INCLUDE CONTROL JOINTS 4' EACH SIDE OF EXISTING WATER MAIN AND 1' EACH SIDE OF EXISTING LATERALS. THE CITY/COUNTY AGREES THAT IF THEY, THEIR EMPLOYEES, AGENTS, OR ANY INDEPENDENT CONTRACTORS OR SUBCONTRACTORS SHOULD USE WATER OTHER THAN THROUGH AN AUTHORIZED WATER METER, OWNER SHALL PAY A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE FOR SAID USE. SAID PAYMENT MAY BE DEDUCTED FROM ANY DEPOSIT OWNER HAS WITH HELIX WATER DISTRICT. NO PERSON, OTHER THAN AN EMPLOYEE OR AGENT OF THE HELIX WATER DISTRICT, SHALL HAVE A RIGHT TO OPERATE ANY PART OF A HELIX WATER DISTRICT WATER DISTRIBUTION SYSTEM AND FIRE HYDRANTS. ANY PERSON WHO TAMPERS OR INTERFERES WITH ANY PART OR COMPONENT OF SAID SYSTEM, OR CAUSES OR PERMITS ANY ACT OF TAMPERING OR INTERFERING WITH THE SYSTEM, SHALL BE LIABLE FOR ANY INJURY OR DAMAGE CAUSED THEREBY OR RESULTING THERE FROM. A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE WILL BE IMPOSED ON ANY PERSON OR COMPANY WHO OPERATES ANY PART OF THE HELIX WATER DISTRICT WATER SYSTEM WITHOUT PROPER AUTHORIZATION. FOR WORK OVER EXISTING WATER FACILITIES, HEAVY EQUIPMENT (ABOVE H20 LOADING) SHALL NOT BE USED WHEN COVER OVER THE WATER MAIN IS LESS THAN 36 INCHES THROUGH ALL PHASES OF CONSTRUCTION, INCLUDING THE REMOVAL, OVER EXCAVATION, AND/OR INSTALLATION OF PAVEMENT SECTIONS, WITHOUT THE WRITTEN APPROVAL OF HELIX WATER DISTRICT. CONTRACTOR TO VERIFY THE LOCATIONS, BY POT HOLING, ALL WATER UTILITIES IN THE IMMEDIATE AREA OR AFFECTED BY THE WORK PRIOR TO COMMENCING WORK. THE EXISTING WATER MAINS SHALL BE SUPPORTED AND PROTECTED, AT EACH CROSSING, DURING ALL PHASES OF CONSTRUCTION. ALL AREAS OF DISTURBED SOIL AROUND THE EXISTING WATER MAIN SHALL BE BACKFILLED WITH DECOMPOSED GRANITE AROUND THE WATER MAIN COMPACTED TO 90% AND PER WATER AGENCIES' STANDARDS. FOR NEW SEWER MAINS OR STORM DRAINS CROSSING BENEATH EXISTING ACP WATER MAINS, CONTRACTOR SHALL PROTECT THE EXISTING MAIN PER WATER AGENCIES' STANDARD DRAWING WP-08. REPLACEMENT OF THE EXISTING WATER MAIN WITH NEW PVC PIPE SPANNING 5' BEYOND THE TRENCH WIDTH ON EACH SIDE OF THE CROSSING MAY BE REQUIRED IF FIELD CONDITIONS REQUIRE, AT THE DISCRETION OF THE DISTRICT ENGINEER. PIPE REPLACEMENTS SHALL EXTEND A MINIMUM OF 2' BEYOND THE EDGE OF THE TRENCH WIDTH ON BOTH SIDES OF THE CROSSING. CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS PRIOR TO CROSSING UNDER ANY EXISTING WATER MAIN AND SHALL COORDINATE THE INSPECTION OF ALL WORK RELATED TO THE PROTECTION OF EXISTING WATER FACILITIES WITH THE DISTRICT INSPECTOR. ANY NEW PRIVATE UTILITIES THAT CROSS EXISTING WATER MAINS OR LATERALS SHALL CROSS PERPENDICULARLY ONLY, WITH A MINIMUM OF 1' VERTICAL SEPARATION PER WATER AGENCIES' STANDARD DRAWING WI-02. CONTRACTOR SHALL INSTALL WARNING/IDENTIFICATION TAPE 12” ABOVE THE PRIVATE LINE TO ABOVE THE PRIVATE LINE TO 5' EACH SIDE OF THE CROSSING LOCATION. ANY NEW PRIVATE ELECTRICAL OR GAS LINES THAT CROSS EXISTING WATER MAINS OR LATERALS SHALL BE PLACED IN A CASING AND ENCASED IN CONCRETE (RED COLORED CONCRETE FOR ELECTRICAL CONDUITS) TO 5' EACH SIDE OF THE WATER MAIN OR LATERAL. ADDITIONALLY, ANY DISTURBANCE IN THE TRENCH LINE OF ANY EXISTING WATER FACILITIES SHALL BE BACKFILLED WITH THE MATERIALS AS APPROVED PER THE WATER AGENCIES' STANDARDS. ALL PROPOSED PUBLIC AND PRIVATE UTILITIES, STRUCTURES, FOOTINGS, AND OTHER PERMANENT APPURTENANCES SHALL BE LOCATED OUTSIDE OF THE HELIX WATER DISTRICT EASEMENT, UNLESS OTHERWISE APPROVED BY THE DISTRICT ENGINEER. UTILITIES OR PERMANENT STRUCTURES INSTALLED WITHIN PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM ANY EXISTING WATER MAINS, LATERALS, AND APPURTENANCES.
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DAYLIGHT
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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
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COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
DE LUZ MURRIETA
VICINITY MAP
WPCP AND STRIPING PLAN
FOUR 19" x30" ELLIPTICAL RCP PLAN
DE LUZ
SITE RP-01
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 8305
ID# 14082
ID# 14083
ID# 14084
DE LUZ M
URRIETA RD
"DE LUZ M
URRIETA" LINE
DE LUZ M
URRIETA RD
"DE LUZ M
URRIETA" LINE
APN 101-571-03
APN 101-571-22
FOUR 19"x30" ELLIPTICAL RCP PROFILE
LEGEND (THIS SHEET ONLY)
QUANTITIES
ITEM QUANTITY
DE LUZ ROAD
VICINITY MAP
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
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VERT.
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E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
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COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
DE LUZ
SITE RP-02
QUANTITIES
ITEM QUANTITY
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 8318
ID# 14095
ID# 14096
ID# 14097
APN 101-561-18
APN 101-561-18
D E
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R D
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L
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R D
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DE LUZ CREEK
DE LUZ CREEK
FOUR 36" RCP PROFILE
LEGEND (THIS SHEET ONLY)
CULVERT DETAIL SHEET
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
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IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
DETAIL A: DE LUZ CONCRETE LOW WATER CROSSING
B
B
SECTION B-B
DETAIL C: LONGITUDINAL CONSTRUCTION JOINT
WITH DOWEL BARS
DETAIL B: ROUNDED PIPE ENDS
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CUT FACE OF RCP
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ROUNDED EDGE BUILT UP WITH CEMENT MORTAR OR POURED IN PLACE WITH STRUCTURE
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INSIDE OF RCP
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NONE
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NONE
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ENGINEER
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DATE
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CIVIL
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T.Y. LIN INTERNATIONAL
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404 CAMINO DEL RIO, STE 700
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SAN DIEGO, CA 92108
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CIVIL
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VALERIA CERON
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PHILIP BRAND
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AutoCAD SHX Text 06/30/2026
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PHILIP BRAND
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AutoCAD SHX Text 10/03/25
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SCALE: 1"=2'
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36" RCP
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SCALE: 1"=2'
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36" RCP
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#4 BARS @ 18" VERT. & HORIZ.
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HEADWALL 8" CONCRETE 560-C-3250
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8" PCC PAVEMENT 560-C-3250
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LONGITUDINAL JOINT
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FRESH CONC
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EXISTING CONC OR NEW HARDENED CONC
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BASE
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DRILL AND BOND DOWEL @ 18" OC
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CONC
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DOWEL BAR LUBRICANT
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NOT TO SCALE
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SEE DETAIL C
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NOT TO SCALE
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4 EA #4 HORIZ BAR
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VERT. #4 BARS @ 18"
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3/4" CRUSHED ROCK
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#5 DOWELS
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SEE DETAIL B
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SEE DETAIL B
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SEE DETAIL B
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SEE DETAIL B
OPTIONAL CONSTRUCTION JOINT, CONCRETE BACKFILL MAY BE PLACED MONOLITHIC WITH SURFACE PAVEMENT
PM 7602
SANDIA CREEK DRIVE
VICINITY MAP
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
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GOO
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SAN
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NO
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DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
48" RCP PLAN
FALLBROOK
SITE RP-03
QUANTITIES
ITEM QUANTITY
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
APN 102-160-49
APN 102-160-39
APN 103-010-54
ID# 9610
SANDIA CREEK DR
SANDIA
CREEK DR
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
48" RCP PROFILE
ROS 14922
ALVARADO STREET
VICINITY MAP
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
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DM C
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IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
36" RCP PLAN
FALLBROOK
SITE RP-04
QUANTITIES
ITEM QUANTITY
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 8083
APN 105-446-25
ALVARADO STREET
"RS 207-1" LINE
ALVARADO STREET
"ALVARADO" LINE
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
36" RCP PROFILE
N. RIVER RD
VIA PUERTA DEL SOL
VICINITY MAP
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
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IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
FALLBROOK
SITE RP-05
QUANTITIES
ITEM QUANTITY
VIA PUERTA
DEL SOL
(PRIVATE)
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 9731
ID# 51237
APN 126-171-02
APN 126-170-05
N RIVER ROAD"RS 674" LINE
DOUBLE 47" X 71" CORRUGATED STEEL PIPE ARCH PROFILE
DOUBLE 47" X 71" CSP ARCH PIPE PLAN
VIA PUERTA
DEL SOL
N RIVER ROAD
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
LEGEND (THIS SHEET ONLY)
DETAIL A: WING HEADWALL MOD (NORTH)
CITY OF OCEANSIDE
LIMITS
COUNTY OF SAN DIEGO
LIMITS
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NAD 83
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CALIFORNIA COORDINATE SYSTEM ZONE 6
AutoCAD SHX Text VIA PUERTA DEL SOL NORTH RIVER RD 334+40.38, 51.62 Lt OG 190.22
AutoCAD SHX Text L=49.66' 47"x 71" CSP ARCH PIPE
AutoCAD SHX Text S=2.19%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text PROPOSED WING HEADWALL (Mod) (L=25') PER SDRSD D-35A (Mod) TW 190.55
AutoCAD SHX Text REMOVE Exist 47"X71" CSP ARCH
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OG
AutoCAD SHX Text IE 183.96 Beg 47"x71" CSP ARCH PIPE
AutoCAD SHX Text IE 185.05 END 47"x71" CSP ARCH PIPE
AutoCAD SHX Text PIP Exist 10" WATER 77" COVER SEE PH1
AutoCAD SHX Text REMOVE AND RESTORE Exist RIPRAP
AutoCAD SHX Text PROPOSED No. 2 BACKING RIPRAP
AutoCAD SHX Text VIA PUERTA DEL SOL NORTH RIVER RD 334+40.38, 51.62 Lt OG 190.22
AutoCAD SHX Text L=49.66' 47"x 71" CSP ARCH PIPE
AutoCAD SHX Text S=2.19%
AutoCAD SHX Text 1.4%
AutoCAD SHX Text -1.8%
AutoCAD SHX Text PROPOSED WING HEADWALL (Mod) (L=25') PER SDRSD D-35A (Mod) TW 190.55
AutoCAD SHX Text REMOVE Exist 47"X71" CSP ARCH
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OG
AutoCAD SHX Text IE 183.96 Beg 47"x71" CSP ARCH PIPE
AutoCAD SHX Text IE 185.05 END 47"x71" CSP ARCH PIPE
AutoCAD SHX Text PIP Exist 10" WATER 77" COVER SEE PH1
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AutoCAD SHX Text 1"=10'
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SCALE: 1"=10'
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NO SCALE
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SCALE: 1"=10'
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SCALE: H. 1"=10' V. 1"=5'
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CS XXXX
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ENGINEER
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DATE
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CIVIL
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T.Y. LIN INTERNATIONAL
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404 CAMINO DEL RIO, STE 700
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SAN DIEGO, CA 92108
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CIVIL
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VALERIA CERON
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PHILIP BRAND
AutoCAD SHX Text 75694
AutoCAD SHX Text 06/30/2026
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PHILIP BRAND
AutoCAD SHX Text 09/24/25
AutoCAD SHX Text 10/03/25
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PROJECT SITE
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SITE LOCATION: APPROX 66' & 73' WEST OF NORTH RIVER ROAD TGM: 1067-G4
AutoCAD SHX Text 47"x71" CSP ARCH
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100 LF
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1 EA
AutoCAD SHX Text NOTES: : 1. STORM DRAIN TRENCH AND BACKFILL SHALL BE PER SDRSD D-60 FOR NON-PAVED AREAS AND BACKFILL AND PAVING PER SDCDS-22, UNLESS OTHERWISE SHOWN. GRADED SHOULDER AND SLOPE STORM DRAIN TRENCH AND BACKFILL SHALL BE PER SDRSD D-60 FOR NON-PAVED AREAS AND BACKFILL AND PAVING PER SDCDS-22, UNLESS OTHERWISE SHOWN. GRADED SHOULDER AND SLOPE (2:1 MAX) TO BE COMPACTED TO 95% RELATIVE COMPACTION. SAWCUT LINE SHALL BE OFFSET OF CULVERT ALIGNMENT PER SDCDS-22 TRENCH REQUIREMENTS, UNLESS OTHERWISE NOTED. BACKFILL WITH 3 SACK SLURRY WHEN PIPE HAS LESS THAN 2' COVER. 2. TRAFFIC CONTROL PER SDRSD TCP-09-2 PHASES. MAINTAIN DRIVEWAYS AT ALL TIMES. TRAFFIC CONTROL PER SDRSD TCP-09-2 PHASES. MAINTAIN DRIVEWAYS AT ALL TIMES. 3. Exist WATER LINE (RMWD) SHOWN BASED ON RECORD DRAWINGS AND UTILITY MARK OUTS. Exist WATER LINE (RMWD) SHOWN BASED ON RECORD DRAWINGS AND UTILITY MARK OUTS. 4. Exist TELECOMM LINE (AT&T) SHOWN BASED ON RECORD DRAWINGS AND UTILITY MARK OUTS. Exist TELECOMM LINE (AT&T) SHOWN BASED ON RECORD DRAWINGS AND UTILITY MARK OUTS. 5. COORDINATE WITH ADJACENT PROPERTY OWNER TO MOVE PLANTING TRAYS WHERE NEEDED FOR CONSTRUCTION.COORDINATE WITH ADJACENT PROPERTY OWNER TO MOVE PLANTING TRAYS WHERE NEEDED FOR CONSTRUCTION.
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NORTH RIVER ROAD
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VIA PUERTA DEL SOL
AutoCAD SHX Text 2042101.66
AutoCAD SHX Text 6257686.53
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BC "RS 674" LINE 332+91.89
AutoCAD SHX Text 2042422.56
AutoCAD SHX Text 6258037.46
AutoCAD SHX Text 2042235.77
AutoCAD SHX Text 6257735.76
AutoCAD SHX Text Beg 47"x71" CSP ARCH #51237
AutoCAD SHX Text 49.66'
AutoCAD SHX Text S0°53'16"E
AutoCAD SHX Text 2042278.42
AutoCAD SHX Text 6257761.23
AutoCAD SHX Text END 47"x71" CSP ARCH #51237
AutoCAD SHX Text 2042231.16
AutoCAD SHX Text 6257743.49
AutoCAD SHX Text Beg 47"x71" CSP ARCH #9731
AutoCAD SHX Text S0°53'16"E
AutoCAD SHX Text 2042273.76
AutoCAD SHX Text 6257768.93
AutoCAD SHX Text END 47"x71" CSP ARCH #9731
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"RS 674" LINE 337+69.82
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EP
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EP
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EP
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EP
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EP
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AutoCAD SHX Text REMOVE DELINEATOR PLACE CLASS 1 DELINEATOR WITH YELLOW NON-RETROREFLECTIVE SHEETING ON BOTH SIDES PER CTSP A73C
AutoCAD SHX Text Exist WATER LINE (RMWD)
AutoCAD SHX Text Exist OH TELECOMM LINE AT&T)
AutoCAD SHX Text Exist WATER VALVE
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DELINEATOR (CLASS I)
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1 EA
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STRUCTURE BACKFILL
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35 CY
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AutoCAD SHX Text 49.66'
AutoCAD SHX Text REMOVE Exist 71"x47" CSP
AutoCAD SHX Text REPLACE Exist RAIL WOOD FENCE
AutoCAD SHX Text Exist TELECOMM LINE (VERIZON)
AutoCAD SHX Text
PROPOSED SILT FENCE
AutoCAD SHX Text
AutoCAD SHX Text
WATER
AutoCAD SHX Text 10"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RMWD
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text 7"
AutoCAD SHX Text 77"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 46.69'
AutoCAD SHX Text PIP Exist WATER LINE (RMWD)
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
24 LF
AutoCAD SHX Text Exist PP
AutoCAD SHX Text
CL
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
42 LF
AutoCAD SHX Text
TEMPORARY HYDROSEED
AutoCAD SHX Text
100 SY
AutoCAD SHX Text
HMA (5" THICK)
AutoCAD SHX Text
56 SY
AutoCAD SHX Text
CLASS II BASE
AutoCAD SHX Text
2 CY
AutoCAD SHX Text
LIMIT LINE
AutoCAD SHX Text 2042229.39
AutoCAD SHX Text 6257798.72
AutoCAD SHX Text
EC "RS 674" LINE 334+62.71
AutoCAD SHX Text 19°34'30"
AutoCAD SHX Text 170.82'
AutoCAD SHX Text 500'
AutoCAD SHX Text N51°04'54"E
AutoCAD SHX Text 307.11'
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text
AutoCAD SHX Text DOUBLE YELLOW LINE, CTSP RSP A20A Mod DETAIL 22 (4" STRIPE)
AutoCAD SHX Text L= 24'
AutoCAD SHX Text R/W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
4" THERMOPLASTIC TRAFFIC STRIPE
AutoCAD SHX Text
48 LF
AutoCAD SHX Text 123.69°
AutoCAD SHX Text
TW ELEV 190.55
AutoCAD SHX Text
BOTTOM OF CUTOFF WALL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
47"X71" CSP ARCH PIPE (2) IE 185.05
AutoCAD SHX Text
COLD PLANE AND OVERLAY
AutoCAD SHX Text
59 SY
AutoCAD SHX Text
CL
AutoCAD SHX Text 123.69°
AutoCAD SHX Text
RIP RAP ENERGY DISSIPATER
AutoCAD SHX Text
0.9 CY
REMOVE AND RESTORE EXIST RIPRAP
TRALEE TERRACE
VICINITY MAP
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
24" RCP PLAN
SPRING
VALLEY
SITE RP-06
QUANTITIES
ITEM QUANTITY
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 2227
TRALEE TERRACE
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+1 5.
M
AT
C
H L
IN
E
SE
E
SH
EE
T
+1
5.
APN 504-270-17 APN 504-270-18 APN 504-270-19
APN 504-270-10APN 504-270-11
APN 504-270-12
APN 504-270-13
APN 504-270-14
APN 504-270-16
APN 504-270-15
"TRALEE" LINE
TRALEE TERRACE
"TRALEE" LINE
B R
A Y
A
VE
N U
E
M
AT
C H
L
IN
E
SE
E
SH
EE
T
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
24" RCP PROFILE
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
24" RCP PLAN
SITE RP-07
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 2227
ID# 2230
TRALEE TERRACE
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+3 2.
18M
AT
C H
L
IN
E
SE
E
SH
EE
T
+1 5.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+3 2.
APN 504-270-21
APN 504-270-20
APN 504-270-19 APN 504-270-22
APN 504-270-09
APN
504-270-24
"TRALEE" LINE
SPRING
VALLEY
SITE RP-06
SITE RP-07
B
LA
R N
EY A
VEN
U E
TRALEE TERRACE
"TRALEE" LINE
M
AT
C H
L
IN
E
SE
E
SH
EE
T
M
AT
C H
L
IN
E
SE
E
SH
EE
T
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+1 5.
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
24" RCP PROFILE
WPCP AND STRIPING PLAN
24" RCP PLAN
SPRING
VALLEY
SITE RP-07
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
ID# 2230
TRALEE TERRACE
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+3 2.
APN 504-372-57
APN 504-270-23
APN 504-270-24 APN 504-372-58
APN 504-372-56APN
504-270-22
"TRALEE" LINE
TRALEE TERRACE
"TRALEE" LINE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+3 2.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
+3 2.
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
24" RCP PROFILE
DETAIL A : PIPE CONNECTION TO EXIST STRUCTURE
SECTION B-B
SWEETWATER LANE (RS 984)
R O
S 15272
SWEETWATER LANE
VICINITY MAP
SWEETWATER LANE
WPCP AND STRIPING PLAN
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
SPRING
VALLEY
SITE RP-08
SWEETWATER LN
LENGTH RADIUS BEARING/Δ
APN 578-143-42
APN 578-143-46
APN 578-143-71
APN 578-220-15 APN 578-220-14 APN 578-220-01 APN 578-290-20 APN 578-290-19
36" RCP PLAN
QUANTITIES
ITEM QUANTITY
ID# 13913
H A
R N
ESS ST
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
36" RCP PROFILE
DETAIL A : PIPE CONNECTION TO EXIST STRUCTURE SECTION B-B
O
AK G
LEN
R
O
AD
APN 132-351-32
APN 133-081-18
DATEBY
DESIGNED
CHECKED
PLANS
DELINEATED
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
1025095
REPLACEMENT FY 21/22
KEquipado
NO SCALE
PLAN
VALLEY
CENTER
SITE RP-09
POTHOLE (PH) DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
36" RCP PROFILE
ID# 13858
QUANTITIES
ITEM QUANTITY
OAK GLEN
RICKS RANCH RD
D
EB
I L
AN
E
W
IL
LO
W
V
IE
W L
AN
E
O
AK G
LEN
WEST OAK GLEN ROAD
C O
LE
G
R
AD
E R
O
AD
WPCP AND STRIPING PLAN
TYPICAL SECTION
LEGEND
OAK GLEN ROAD
STRAIGHT HEADWALL (NORTH)
MODIFIED CATCH BASIN
STRAIGHT HEADWALL (SOUTH)
406 1761
M
ILLER
R O
AD APN 133-230-15
APN 188-170-59
DATEBY
DESIGNED
CHECKED
PLANS
DELINEATED
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
1025095
REPLACEMENT FY 21/22
KEquipado
NO SCALE
WPCP AND STRIPING PLAN
18" RCP PLAN
VALLEY
CENTER
SITE RP-10
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
M
IL
LE
R
R O
AD
MILLER WAY
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
18" RCP PROFILE C
O
LE
G
R
AD
E R
O
AD
TYPICAL SECTION
LEGEND
CENTERLINE DATA
DELTA OR BRG. RADIUS LENGTH DESCRIPTION
MILLER ROAD ID# 12297
QUANTITIES
ITEM QUANTITY
STRAIGHT HEADWALL (SOUTH)
394 1761
RAINBO
W
VALLEY BLVD
APN 102-420-19
APN 102-670-20
DATEBY
DESIGNED
CHECKED
PLANS
DELINEATED
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
1025095
REPLACEMENT FY 21/22
KEquipado
RAINBOW VALLEY BLVD
WPCP AND STRIPING PLAN
22"x13" ARCH RCP PLAN
DE LUZ
SITE RP-11
QUANTITIES
ITEM QUANTITY
POTHOLE DATA
UTILITY SIZE MAT OWNER LANDMARK DIST AC AB TOP TE* BE*
POINT DATA
NORTHING EASTING DESCRIPTION LENGTH RADIUS BEARING/Δ
23"X14" ELLIPTICAL RCP PROFILE
TYPICAL SECTION
LEGEND
CENTERLINE DATA
DELTA OR BRG. RADIUS LENGTH DESCRIPTION
ID# 9484
WINGWALL
STRAIGHT HEADWALL
450 1725
WATER POLLUTION CONTROL PLAN
WPC-01
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
DEI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U O F
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
STRUCTURE BACKFILL (SLURRY CEMENT) DETAIL (SEE NOTE)
CONSTRUCTION DETAILS
CD-01
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
UBL
P
T
EH
I S
MOT
S
LE
T
VI E
D C
GOO
D EI GO
C C IL
SAN
C
H E
NO
T
DM C
N Y
IB TO U OF
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295
CULVERT REPAIR AND
REPLACEMENT FY 21/22
AutoCAD SHX Text RESURFACING TRENCH EDGES TO BE SAWCUT A MINIMUM OF 6" WIDER THAN TRENCH FOR 3' WIDE OR LESS, AND 12" WIDER FOR TRENCHES OVER 3' WIDE ON EACH SIDE OF THE TRENCH. TRENCH ZONE IF GREATER THAN 12", INSTALL CLASS 2 BASE COMPACTED TO 95%. IF TRENCH ZONE IS LESS THAN 12", PLACE CONCRETE UP TO THE AC PAVEMENT SECTION. PIPE ZONE STRUCTURE BACKFILL (SLURRY CEMENT) WHERE SPECIFIED PER PLAN. 34" CRUSHED AGGREGATE ENCAPSULATED IN A FILTER FABRIC ENVELOPE WITH W/2 >12" MINIMUM OVERLAP.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
8" MIN 12" MAX
AutoCAD SHX Text NOTE: 1. CONCRETE PROTECTION DETAIL WILL ONLY BE USED UNDER THE ROADWAY PAVEMENT. CONTRACTOR TO USE SDRSD D-60 BEYOND EDGE OF PAVEMENT.
AutoCAD SHX Text
D/4 (6"MIN)
AutoCAD SHX Text
4"MIN
AutoCAD SHX Text
SANDIA CREEK DRIVE (ID#9610), VIA PUERTA DEL SOL (ID#9731)(ID#51237)
AutoCAD SHX Text
NA
AutoCAD SHX Text
NA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1025095
AutoCAD SHX Text
CS XXXX
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AutoCAD SHX Text T
AutoCAD SHX Text
REGISTERED
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AutoCAD SHX Text No.
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AutoCAD SHX Text A
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AutoCAD SHX Text E
AutoCAD SHX Text E
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AutoCAD SHX Text N
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ENGINEER
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DATE
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
T.Y. LIN INTERNATIONAL
AutoCAD SHX Text
404 CAMINO DEL RIO, STE 700
AutoCAD SHX Text
SAN DIEGO, CA 92108
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
VALERIA CERON
AutoCAD SHX Text
PHILIP BRAND
AutoCAD SHX Text 75694
AutoCAD SHX Text 06/30/2026
AutoCAD SHX Text
PHILIP BRAND
AutoCAD SHX Text 09/24/25
AutoCAD SHX Text 10/03/25
10/03/25
| 2596-SH01-T01 |
| Sheets and Views |
| T01 |
| 2596-SH02-T02 |
| Sheets and Views |
| T02 |
| 2596-SH03-PP01-DE LUZ MURRIETA |
| Sheets and Views |
| PP01 |
| 2596-SH04-PP02-DE LUZ |
| Sheets and Views |
| PP01 |
| 2596-SH05-PP02-DE LUZ DETAIL |
| Sheets and Views |
| T-12 |
| 2596-SH06-PP03-SANDIA CREEK |
| Sheets and Views |
| PP01 |
| 2596-SH07-PP04-ALVARADO STREET |
| Sheets and Views |
| 2596-SHXX-PP04 |
| 2596-SH08-PP05-VIA PUERTA DEL SOL NEW |
| Sheets and Views |
| PP01 |
| 2596-SH08-PP06-TRALEE-PP01 |
| Sheets and Views |
| PP01 |
| 2596-SH09-PP07-TRALEE-PP01 |
| Sheets and Views |
| PP01 |
| 2596-SH10-PP06-TRALEE-PP01 |
| Sheets and Views |
| PP01 |
| 2596-SH11-PP08-SWEETWATER-PP14 |
| Sheets and Views |
| PP14 |
| 2596-SH13-PP09-OAK GLEN ROAD-sections @ 1 to 20 |
| Sheets and Views |
| sections @ 1 to 20 |
| 2596-SH14-PP10-MILLER ROAD-sections @ 1 to 20 |
| Sheets and Views |
| sections @ 1 to 20 |
| 2596-SH15-PP11-RAINBOW VALLEY BLVD-sections @ 1 to 20 |
| Sheets and Views |
| sections @ 1 to 20 |
| 2839-SH16-WPC01 |
| Sheets and Views |
| 2839-SH48-WPC01 |
| 2839-SH17-CD01 |
| Sheets and Views |
| 2839-SH51-CD03 |
| DATERow1: | |
| DATERow2: | |
| undefined: | |
| undefined_2: | |
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| D: | |
| COORDINATE INDEX: | |
| SCALE HOR: | |
| VERT: | |
| REVISIONSD: | |
| BYD: | |
| APPROVEDD: | |
| DATED: | |
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| REVISIONSD_3: | |
| BYD_3: | |
| APPROVEDD_3: | |
| DATED_3: | |
| CONST COMPL: | |
| WA RSCULVERT REPAIR AND REPLACEMENT FY 2122: | |
| REVISIONSD_4: | |
| BYD_4: | |
| APPROVEDD_4: | |
| DATED_4: | |
| REVISIONSD_5: | |
| BYD_5: | |
| APPROVEDD_5: | |
| DATED_5: | |
| FIELD REVISIONS: | |
| CONSTRUCTION DETAILS: | |
| SHEET: | |
| OF: | |
| Date4_es_:signer:date: 3/18/2026 | |
| Date5_es_:signer:date: | |
| Date6_es_:signer:date: 04/22/2026 | |
| 2026-03-18T14:46:10-0700 | |
| Leanne Crow |
| 2026-04-21T16:20:51-0700 | |
| Christopher.Hanger@sdcounty.ca.gov |
| 2026-04-22T08:12:11-0700 | |
| SamirM.Nuhaily@sdcounty.ca.gov |
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File details come from the government source that posted it. Updated .