El_Camino_Real_at_Auto_Center_Drive_Signal_Improvements_-_CIP_40097.pdf

PDF 2 MB Posted Aug 6, 2026

Attached to: El Camino Real and Auto Center Drive Signal Improvements (CIP No. 40097)
Solicitation number: CIP No. 40097
Issued by: Orange County, California

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Written by GovTribe AI · Aug 7, 2026

This is a construction plans and specifications document for the City of Tustin, California, detailing traffic signal improvements at the intersection of El Camino Real and Auto Center Drive (CIP No. 40097). The project involves the demolition and removal of existing traffic signal equipment and installation of new infrastructure including signal poles, pull boxes, conduits, conductors, detector loops, and curb ramps. The work encompasses three main sheets: a title sheet with general notes and project location mapping, a street improvement plan detailing sidewalk and curb ramp construction with specific elevation and grading requirements, and a traffic signal improvement plan showing equipment locations and modifications. Key construction requirements include notification to Underground Service Alert of Southern California at least two working days before excavation, compliance with City of Tustin Department of Public Works standards, removal and salvage of existing equipment for delivery to the City yard, installation of LED signal heads with left-turn arrow configurations, APS pedestrian push buttons with braille signage, and various conduit and conductor installations per the detailed conductor schedule. The project coordinates are based on the California Coordinate System of 1983 (CCS83), Zone 6, with elevations referenced to Orange County Public Works Benchmark No. 3G-40-91.

The contractor is responsible for furnishing all labor, tools, transportation, equipment, materials, and incidentals necessary for project completion. The contractor must obtain a City of Tustin business license prior to commencing work and provide construction surveys at no cost to the City, with costs for replacing destroyed survey points deducted from final payment. Environmental compliance requirements mandate proper handling of pollutants, hazardous materials, and stormwater runoff, with dewatering of non-contaminated groundwater requiring a National Pollutant Discharge Elimination System permit. Trench and subgrade compaction testing shall be performed by a City-designated laboratory using California Test Methods No. 216 and 231, with the City providing first tests at no cost. The contractor bears responsibility for damage to existing utilities, pavement, structures, trees, landscaping, and irrigation systems resulting from construction operations and must repair or replace such items to the satisfaction of the City Engineer. The project follows the latest edition of Standard Specifications for Public Works Construction, City of Tustin Minimum Design Standards, latest Caltrans standard plans, and California MUTCD requirements.

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File	Type	Posted
El_Camino_Real_and_Auto_Center_Drive_Signal_Improvements_(CIP_No._40097).pdf	PDF	Aug 6, 2026
Bid_Bond_-_Dropping_Off_Instructions.pdf	PDF	Aug 6, 2026
CIP_No._40097_-_Contract_Documents,_Specifications_and_Standard_Drawings_(SIGNED).pdf	PDF	Aug 6, 2026

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ABBREVIATIONS:

CITY OF TUSTIN

PUBLIC WORKS DEPARTMENT

D W

G . N

O . T

E -5

SHT 01 OF 03

APPROVALS:

P R

C T

N O

. 4

: E

L C

A M

R E

A L/

A U

E N

N A

P R

O V

E M

E N

LOCATION MAP

(NOT TO SCALE)

EL CAMINO REAL/ AUTO CENTER DRIVE

SIGNAL IMPROVEMENTS

CIP NO. 40097

PROJECT

LOCATION

Underground Service Alert of Southern California

Docusign Envelope ID: 6F56A9C9-4ACB-8C93-8074-E55BF8905DD9

08/05/26

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(PVT.)

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PARK

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PARK

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GLEN

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LAUREL

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PARK

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REAL

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CAMINO

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RED HILL

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TRANSPORTATION

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CORRIDOR

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ROAD

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RANCH

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REAL

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REAL

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BROWNING AVENUE

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ROAD

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BRYAN

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EL CAMINO

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TUSTIN

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PETERS CANYON CHANNEL

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MAGNOLIA TREE

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PARK

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AVENUE

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TREE

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RAIN

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JAMBOREE

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AUTO CENTER DR

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STATE REGIONAL WATER QUALITY CONTROL BOARD.

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INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT OR CAPPING.

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UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES.

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AND HE SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.

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SATISFACTION OF THE CITY ENGINEER.

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BUSINESS LICENSE WHILE WORKING ON THIS PROJECT.

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BE AT THE CONTRACTOR'S EXPENSE.

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ENGINEER OR UTILITY COMPANY.

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%%UGENERAL NOTES

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ADVERTISING SIGNS ARE NOT ALLOWED IN STREET RIGHTS OF WAY.

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TO FACILITATE CONSTRUCTION, AT (714) 573-3150.

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AutoCAD SHX Text CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN UNANTICIPATED STORM DOES NOT CARRY WASTES OR

AutoCAD SHX Text OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT

AutoCAD SHX Text PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES

AutoCAD SHX Text MATERIALS WHICH MAY HAVE EFFECTS OF POLLUTION INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM

AutoCAD SHX Text CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF

AutoCAD SHX Text DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING

AutoCAD SHX Text OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE

AutoCAD SHX Text AND GUTTER OR SIDEWALK SHALL BE POURED TO A THICKER SECTION DIRECTLY ONTO THE OVERCUT SUBGRADE. WHEN CURB AND GUTTER

AutoCAD SHX Text WHEN CURB AND GUTTER AND/OR SIDEWALK SUBGRADE IS OVERCUT 1" OR LESS THE SUBGRADE SHALL NOT BE BACKFILLED AND THE CURB

AutoCAD SHX Text AND/OR SIDEWALK SUBGRADE IS OVERCUT IN EXCESS OF 1" THE SUBGRADE SHALL BE BROUGHT BACK TO PROPER LEVEL WITH CLASS 2

AutoCAD SHX Text ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING WHICH ARE BEING JOINED

AutoCAD SHX Text OR MATCHED IN CONNECTION WITH THE PROJECT, SHALL BE JOINED, OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, AutoCAD SHX Text THE CONTRACTOR SHALL REPAIR AND/OR REMODEL EXISTING IRRIGATION SYSTEMS AS NECESSARY TO FACILITATE CONSTRUCTION TO THE

AutoCAD SHX Text THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED

AutoCAD SHX Text STATIONING REFERS TO CENTERLINE OF STREET. STREET WIDTH DIMENSIONS AND CURB LINE CURVE DATA REFERS TO FACE OF CURB.

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, AutoCAD SHX Text TRAFFIC SIGNAL EQUIPMENT (INCLUDING DETECTOR LOOPS), STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF

AutoCAD SHX Text HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR, REMODEL OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, THE

AutoCAD SHX Text ANY RE-TESTING REQUIRED DUE TO FIRST TEST FAILURES SHALL BE MADE AT LOCATIONS ORDERED BY THE ENGINEER, AND SHALL BE AT

AutoCAD SHX Text CALIFORNIA TEST METHOD NO. 216 AND 231. THE CITY WILL FURNISH FIRST TESTS, WHEN REQUESTED, AT NO COST TO THE CONTRACTOR.

AutoCAD SHX Text TRENCH COMPACTION AND SUBGRADE COMPACTION TESTS SHALL BE PERFORMED BY A LABORATORY DESIGNATED BY THE CITY, UTILIZING

AutoCAD SHX Text CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY

AutoCAD SHX Text SUBCONTRACTORS WORKING FOR THE GENERAL CONTRACTOR ON THIS PROJECT SHALL ALSO BE REQUIRED TO HAVE A CITY OF TUSTIN

AutoCAD SHX Text THE CITY OF TUSTIN WILL ISSUE A CONSTRUCTION PERMIT FOR THIS PROJECT AT NO COST TO THE CONTRACTOR FOR WORK INSIDE THE CITY.

AutoCAD SHX Text NECESSARY ADJUSTMENTS IN GRADE TO CLEAR THESE UTILITIES AND NO ADDITIONAL PAYMENT SHALL BE GIVEN FOR SUCH ADJUSTMENTS.

AutoCAD SHX Text POLLUTANTS OFF THE SITE. SUCH "DISCHARGES" OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR

AutoCAD SHX Text PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES, AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF

AutoCAD SHX Text WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM

AutoCAD SHX Text SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY SEPARATED FROM POTENTIAL

AutoCAD SHX Text STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

AutoCAD SHX Text ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS

AutoCAD SHX Text SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

AutoCAD SHX Text AGGREGATE BASE WATERED AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE.

AutoCAD SHX Text THE WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT

AutoCAD SHX Text AND DISPOSE OF, OFF THE PROJECT SITE, ALL EXCESS EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS. ALL DISPOSALS SHALL

AutoCAD SHX Text THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS OBTAINED FROM A SEARCH OF EXISTING RECORDS. IT SHALL

AutoCAD SHX Text BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY RESPECTIVE UTILITIES AND UNDERGROUND SERVICE ALERT OF SOUTHERN

AutoCAD SHX Text CALIFORNIA 1(800) 422-4133 TO DETERMINE THE EXACT FIELD LOCATION OF UTILITIES WHICH MAY CONFLICT WITH HIS WORK.

AutoCAD SHX Text THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TIMES, AutoCAD SHX Text A CITY OF TUSTIN BUSINESS LICENSE SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS EXPENSE, PRIOR TO STARTING WORK.

AutoCAD SHX Text THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES FAR ENOUGH IN ADVANCE OF PIPE LAYING OPERATIONS IN ORDER TO MAKE

AutoCAD SHX Text REFER TO SPECIFICATIONS FOR TRAFFIC CONTROL, LENGTH OF OPEN TRENCH, BACKFILL, AND REPAVING REQUIREMENTS.

AutoCAD SHX Text THE CONTRACTOR'S EXPENSE - COST OF WHICH WILL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT.

AutoCAD SHX Text IN ACCORDANCE WITH THE CITY OF TUSTIN MINIMUM DESIGN STANDARDS FOR PUBLIC WORKS IMPROVEMENTS, THE CITY OF TUSTIN STREET

AutoCAD SHX Text ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND

AutoCAD SHX Text THE CITY ENGINEER'S OFFICE SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY INSPECTION, OR WORK NECESSARY

AutoCAD SHX Text SHALL BE CONSIDERED INCIDENTAL WORK, COST OF WHICH SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR PAY QUANTITY ITEMS.

AutoCAD SHX Text WORK SHOWN OR INDICATED ON THESE PLANS, OR CALLED FOR IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY ITEMS, AutoCAD SHX Text IMPROVEMENT STANDARDS, LATEST CALTRANS STANDARD PLANS AND CA MUTCD, AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, AutoCAD SHX Text

SEWER LINE

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TELEPHONE CABLE OR CONDUIT

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WATER LINE

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PROPERTY LINE

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CITY LIMITS LINE

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CONCRETE OR ASPHALT CURB ONLY

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TRAFFIC CONTROL SIGN

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CONCRETE CURB & GUTTER

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%%UPLAN SHEET STANDARD LEGEND

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EXISTING TOPOGRAPHY

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EXISTING UTILITIES (UNDERGROUND)

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MISCELLANEOUS

AutoCAD SHX Text UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR WILL FURNISH ALL CONSTRUCTION SURVEYS FOR THIS PROJECT AS DESCRIBED IN THE SPECIFICATIONS AT NO COST TO THE CITY. IN ADDITION, SURVEY POINTS DESTROYED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE OR FAILURE TO PROVIDE PROPER PROTECTION, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE, COST OF WHICH SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT.

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ELECTRICAL LINE

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STORM DRAIN LINE

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RIGHT OF WAY LINE

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BACK OF SIDEWALK

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MANHOLE

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FIRE HYDRANT

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WATER VALVE

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DRAIN

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TRUNCATED DOME

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EXISTING CONDUIT

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EXISTING TRAFFIC SIGNAL EQUIPMENT

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PROPOSED TRAFFIC SIGNAL EQUIPMENT

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TRAFFIC SIGNAL EQUIPMENT

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PROPOSED/EXISTING SIGNAL HEAD

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PROPOSED/EXISTING LUMINAIRE

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PROPOSED CONDUIT

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PROPOSED/EXISTING SIGN

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PROPOSED/EXISTING I.I.S.N.S.

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PROPOSED/EXISTING PEDESTRIAN HEAD

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PROPOSED/EXISTING PULL BOX

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PROPOSED/EXISTING SIGNAL POLE

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PROPOSED PEDESTRIAN PUSH BUTTON POST

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EXISTING NEMA CABINET WITH SERVICE CAB.

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EXISTING TYPE H AND TYPE E LOOPS

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ALL TO THE SATISFACTION OF THE CITY ENGINEER.

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PROPOSED TYPE H AND TYPE E LOOPS

AutoCAD SHX Text AB AGGREGATE BASE AGGREGATE BASE AC ASPHALT CONCRETE ASPHALT CONCRETE ARHM ASPHALT RUBBERIZED HOT MIX ASPHALT RUBBERIZED HOT MIX BCR BEGIN CURB RETURN BEGIN CURB RETURN BkSW BACK OF SIDEWALK BACK OF SIDEWALK BOC BACK OF CURB BACK OF CURB B/W BACK OF WALK BACK OF WALK B/P BOTTOM OF PIPE BOTTOM OF PIPE BLDG BUILDING BUILDING CB CATCH BASIN CATCH BASIN CF CURB FACE CURB FACE CG CURB & GUTTER CURB & GUTTER CIP CAST IRON PIPE CAST IRON PIPE CL CENTERLINE CENTERLINE CLF CHAIN LINK FENCE CHAIN LINK FENCE CMB CRUSHED MISCELLANEOUS BASE CRUSHED MISCELLANEOUS BASE COT CITY OF TUSTIN CITY OF TUSTIN ECR END CURB RETURN END CURB RETURN E'LY EASTERLY EASTERLY EP EDGE OF PAVEMENT EDGE OF PAVEMENT EX. EXISTING EXISTING EXPJ EXPANSION JOINT EXPANSION JOINT FA FIRE ALARM FIRE ALARM FG FINISH GRADE FINISH GRADE FH FIRE HYDRANT FIRE HYDRANT FL FLOW LINE FLOW LINE FS FINISH SURFACE FINISH SURFACE FT FEET FEET GB GRADE BREAK GRADE BREAK GL GUTTER LIP GUTTER LIP MH MANHOLE MANHOLE MW MONITORING WELL MONITORING WELL NO. NUMBERNUMBER

AutoCAD SHX Text N'LY NORTHERLY NORTHERLY NTS NOT TO SCALE NOT TO SCALE PB PULLBOX PULLBOX PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PKWY PARKWAY PARKWAY PIP PROTECT IN PLACE PROTECT IN PLACE PROPERTY LINE PROPERTY LINE PP POWER POLE POWER POLE PVC POLYVINYLCHLORIDE POLYVINYLCHLORIDE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY RIGHT-OF-WAY S= SLOPE SLOPE S'LY SOUTHERLY SOUTHERLY SD STORM DRAIN STORM DRAIN SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SF SQUARE FEET SQUARE FEET SHT SHEET SHEET SMH SEWER MANHOLE SEWER MANHOLE NO. STATION STATION STD. STANDARD STANDARD STLT STREET LIGHT STREET LIGHT TC TOP OF CURB TOP OF CURB TSP TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE TSPB TRAFFIC SIGNAL PULL BOX TRAFFIC SIGNAL PULL BOX TSC TRAFFIC SIGNAL CABINET TRAFFIC SIGNAL CABINET TYP. TYPICAL TYPICAL W'LY WESTERLY WESTERLY WCR WHEEL CHAIR RAMP WHEEL CHAIR RAMP WM WATER METER WATER METER WPJ WEAKENED PLANT JOINT WEAKENED PLANT JOINT WV WATER VALVE WATER VALVE XG CROSS GUTTERCROSS GUTTER

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KENNY T. NGUYEN, R.C.E. 66036 DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER

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DATE

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PREPARED UNDER THE SUPERVISION OF:

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JOSHUA G. MCNEILL, PROJECT MANAGER

AutoCAD SHX Text 08/03/2026

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SEAL

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AutoCAD SHX Text www.DigAlert.org

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.

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SHEET INDEX

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SHT NO.

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TITLE

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SHT NAME

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TITLE SHEET

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STREET IMPROVEMENT PLAN

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ST-01

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TRAFFIC SIGNAL IMPROVEMENT PLAN

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SG-01

R D

EL CAMINO REAL

¾”

Underground Service Alert of Southern California

ST-01

SHT 02 OF 03

EL CAMINO REAL/ AUTO CENTER DRIVE

SIGNAL IMPROVEMENTS

STREET IMPROVEMENT PLAN

EL CAMINO REAL & AUTO CENTER DR

Docusign Envelope ID: 6F56A9C9-4ACB-8C93-8074-E55BF8905DD9

08/05/26

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GRAPHIC SCALE

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1 INCH = FEET

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%%ULEGEND:%%U

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PAVEMENT STRUCTURAL SECTION DETECTABLE WARNING SURFACE SAWCUT LIMITS

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%%UABBREVIATIONS:%%U

AutoCAD SHX Text FS FINISH SURFACE FINISH SURFACE TC TOP OF CURB TOP OF CURB BOC BACK OF CURB BACK OF CURB FL FLOW LINE FLOW LINE BkSW BACK OF SIDEWALK BACK OF SIDEWALK BCR BEGIN CURB RETURN BEGIN CURB RETURN ECR END CURB RETURN END CURB RETURN PB PULL BOX PULL BOX TSPB TRAFFIC SIGNAL PULL BOX TRAFFIC SIGNAL PULL BOX AC ASPHALT CONCRETE ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE CF CURB FACE CURB FACE WPJ WEAKENED PLAN JOINT WEAKENED PLAN JOINT EXPJ EXPANSION JOINTEXPANSION JOINT

AutoCAD SHX Text CONSTRUCT 4" THICK PCC (CLASS 560-C-3250) SIDEWALK PER CITY OF TUSTIN DEPARTMENT OF PUBLIC WORKS STD. NO. 202. CONSTRUCT 4" PCC CURB RAMP PER CITY OF TUSTIN DEPARTMENT OF PUBLIC WORKS STD. NO. 211 FROM BCR TO ECR. SAWCUT AND REMOVE EXISTING PCC RAMP AND SIDEWALK. SAWCUT CONCRETE CROSS GUTTER 6" FROM FLOW LINE. SEE SECTION A-A FOR DETAIL. CONSTRUCT PCC (CLASS 560-C-3250) DRIVEWAY APRON AND CURB RAMP AS A SINGLE MONOLITHIC POUR. MATCH DEPTH OF EXISTING CONCRETE. (APPROX. 7"). DOWEL IN EXISTING CONCRETE APRON WITH #4 GRADE 60 AT 18" O.C. WITH EPOXY.

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%%UCONSTRUCTION NOTES (THIS SHEET ONLY):

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%%UDETAIL A

AutoCAD SHX Text 1":5'

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%%USECTION A-A%%U

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NTS

AutoCAD SHX Text 8.91' 8.16%

AutoCAD SHX Text 8.97' 8.04%

AutoCAD SHX Text 5.87' 9.37%

AutoCAD SHX Text 6.125' 9.62%

AutoCAD SHX Text 12.08' 1.99%

AutoCAD SHX Text 14.7' 1.5%

AutoCAD SHX Text 14.5' 1.72%

AutoCAD SHX Text 15.6' 0.51%

AutoCAD SHX Text 10' (3.5%)

AutoCAD SHX Text 4.7' (2.77%)

AutoCAD SHX Text 8.75' 1.49%

AutoCAD SHX Text 6' 0.17%

AutoCAD SHX Text 4' 0.5%

AutoCAD SHX Text 5' 1.2%

AutoCAD SHX Text 6.4' 0.59%

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2211879.46 N 6091267.27 E BCR,JOIN EXIST FL (82.08) TC (82.58)

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FL 81.75 TC 82.33

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FL 81.71 TC 81.71

AutoCAD SHX Text 4' 1.5%

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FL 81.69 TC 81.69

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FL 81.65 TC 82.22

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2211876.26 N 6091219.08 E ECR,JOIN EXIST FL (81.57) TC (82.14)

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FS (82.49)

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FS 82.45

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FS 82.53

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FS 82.55

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FS 82.57

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FS (82.71)

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FS 82.44

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FS 82.41

AutoCAD SHX Text 6.27' 1.8%

AutoCAD SHX Text 1.8% 6.6'

AutoCAD SHX Text 4' 0.65%

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EX. CROSS GUTTER

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AutoCAD SHX Text 6.43'

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6" SAWCUT

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6" CURB

AutoCAD SHX Text 8.05%

AutoCAD SHX Text 1.8%

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2211869.82 N 6091251.62 E FL 81.72 TC 82.3

AutoCAD SHX Text 0.72% 4.17'

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2211868.25 N 6091235.96 E FL 81.66 TC 82.24

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LIP (81.36) FL (81.26)

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FL (81.35) TC (82.14)

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PROP. TSPB

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EXIST. TS STANDARD

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PROP. TS STANDARD

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PROP. PPB POST

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PROP. TSPB

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INSTALL BLACK 3'X4' CAST-IN-PLACE DETECTABLE WARNING SURFACE

AutoCAD SHX Text 12" WIDE BORDER GROOVING GROOVING DETAIL PER CITY OF TUSTIN PUBLIC WORKS STD. NO. 211

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12" WIDE BORDER GROOVING

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AutoCAD SHX Text BkSW

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LIP (81.49) FL (81.37)

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LIP (81.61) FL (81.46)

AutoCAD SHX Text THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2017.50 EPOCH) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON THE FOLLOWING O.C. PUBLIC WORKS PUBLISHED CONTROL POINTS: GPS # NORTHING EASTING 6561 2210968.47 6093456.04 6562 2212885.19 6094336.48 ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES AND ARE IN U.S. SURVEY FOOT. GROUND DISTANCES CAN BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A GROUND SCALE FACTOR OF 1.0000208435.

AutoCAD SHX Text THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE ORANGE COUNTY PUBLIC WORKS BENCHMARK NO. 3G-40-91, (YEAR 1991). THE MONUMENT IS A 3 ¾” OCS ALUMINUM BENCHMARK DISK STAMPED (3G-40-91). SET IN THE OCS ALUMINUM BENCHMARK DISK STAMPED (3G-40-91). SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 4 FT. CONCRETE CATCH BASIN. THE MONUMENT IS LOCATED IN THE NORTHWESTERLY CORNER OF THE INTERSECTION OF JAMBOREE ROAD AND KELLER DRIVE, 56 FT. NORTHERLY OF THE CENTERLINE OF KELLER DRIVE AND 56 FT. WESTERLY OF THE CENTERLINE OF JAMBOREE ROAD. THE MONUMENT IS SET LEVEL WITH THE SIDEWALK. NAVD88 ELEV. = 127.695'

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BASIS OF BEARINGS

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BENCH MARK

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2211867.75 N 6091243.82 E FL 81.70 TC 81.70

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REVISIONS

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REFERENCES

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NO.

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DATE

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DESCRIPTION

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BENCHMARK NO:

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INITIALS

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APPROVED

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DATE

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DRAWING NO.

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PREPARED UNDER THE SUPERVISION OF:

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REVIEWED FOR CONSTRUCTABILITY & RECOMMENDED FOR CONSTRUCTION:

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NAME

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NAME

AutoCAD SHX Text NAME R.C.E. No.XXXXXR.C.E. No.XXXXX

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DESIGNED: XX DRAWN: XX CHECKED: XX

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DATE

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CITY OF TUSTIN

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EL CAMINO REAL/ AUTO CENTER SIGNAL IMPROVEMENTS PLAN SHEET NAME TUSTIN

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TE-566

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SHT NAME

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SEAL

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XX-XX

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SHT XX OF XX

AutoCAD SHX Text www.DigAlert.org

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text NAME R.C.E. No.XXXXXR.C.E. No.XXXXX

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TRANSPORTATION ENGINEER

AutoCAD SHX Text 4' 0.25%

AutoCAD SHX Text 4' 0.5%

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FS 82.51

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FS 82.56

AutoCAD SHX Text 7.69' 1.84%

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FS 82.44

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FS 82.38

AutoCAD SHX Text 8.39' 1.73%

AutoCAD SHX Text 3.3' 0.61%

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EXPJ

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EXPJ

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1/4" EXPANSION JOINT

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1/4" EXPANSION JOINT

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AutoCAD SHX Text No. C79151

AutoCAD SHX Text R.C.E. 79151

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JOSHUA G. MCNEILL

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DESIGNED: JM DRAWN: RL CHECKED: NK

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JOSHUA G. MCNEILL

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KENNY T. NGUYEN

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KENNY T. NGUYEN

AutoCAD SHX Text R.C.E. 66036

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER

Underground Service Alert of Southern California

A U

E N

D R

M P

EL CAMINO REAL (35 MPH)

Ø3

Ø5 Ø6 Ø7

EXISTING PHASE DIAGRAM

Ø1 Ø2 Ø4

Ø8

PROTECTED/

PERMISSIVE

PROTECTED/

PERMISSIVE

Ø1+Ø4

Ø3

Ø5 Ø6 Ø7

PROPOSED PHASE DIAGRAM

Ø1 Ø2 Ø4

Ø8

CONSTRUCTION NOTES:

REMOVE AND SALVAGE EXISTING TRAFFIC SIGNAL POLE AND EQUIPMENT AS SHOWN ON THE PLAN. SALVAGED

EQUIPMENT IS TO BE DELIVERED TO THE CITY YARD.

FURNISH AND INSTALL NEW TYPE 26-4-100 TRAFFIC SIGNAL POLE AND EQUIPMENT ON NEW FOUNDATION AS

SHOWN ON THE PLAN.

FURNISH AND INSTALL NEW TYPE 2 POST ON NEW FOUNDATION PER THE POLE SCHEDULE.

FURNISH AND INSTALL NEW THREE-SECTION LEFT-TURN ARROW SIGNAL HEAD PER DETAIL "C".

REMOVE AND SALVAGE EXISTING MAS-5A SIGNAL HEAD AND REPLACE WITH NEW FURNISHED THREE-SECTION LEFT-TURN ARROW SIGNAL HEAD PER DETAIL "C". SALVAGED EQUIPMENT IS TO BE DELIVERED TO THE CITY

YARD.

REMOVE AND SALVAGE EXISTING 5-SECTION SIGNAL HEAD. FURNISH AND INSTALL NEW THREE-SECTION LEFT TURN ARROW SIGNAL HEAD PER DETAIL "C". SALVAGED EQUIPMENT IS TO BE DELIVERED TO THE CITY YARD.

FURNISH AND INSTALL NEW SIGN AS SHOWN ON THE PLAN.

REMOVE AND RELOCATE EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN.

FURNISH AND INSTALL POLARA NAVIGATOR iN2 APS PUSH BUTTON AND 5X7 "R10-3B" BRAILLE SIGN.

REMOVE AND SALVAGE EXISTING PUSH BUTTONS AND SIGNS COMPLETE. FURNISH AND INSTALL POLARA NAVIGATOR iN2 APS PUSH BUTTONS AND 5X7 "R10-3B" BRAILLE SIGNS. SALVAGED EQUIPMENT IS TO BE

DELIVERED TO THE CITY YARD.

REMOVE EXISTING #6 PULL BOX. FURNISH AND INSTALL NEW #6 PULL BOX. SALVAGED EQUIPMENT IS TO BE

DELIVERED TO THE CITY YARD.

FURNISH AND INSTALL NEW 2" CONDUIT.

REMOVE AND SALVAGE EXISTING POLARA CONTROLLER UNIT. FURNISH AND INSTALL (1) POLARA NAVIGATOR iN2 APS CONTROLLER UNIT IN EXISTING CONTROLLER CABINET. COMPLETE ALL CONNECTIONS FOR INTENDED OPERATION. SALVAGED EQUIPMENT IS TO BE DELIVERED TO THE CITY YARD.

FURNISH AND INSTALL TYPE E LOOPS WITH 2" STUB OUT.

REMOVE AND SALVAGE. SALVAGED EQUIPMENT IS TO BE DELIVERED TO THE CITY YARD.

PROTECT IN PLACE.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

FOUNDATION TO BE ABANDONED.

ABANDON LOOPS.

OLA

Ø1+Ø4

OLA

SG-01

SHT 03 OF 03

EL CAMINO REAL/ AUTO CENTER DRIVE

SIGNAL IMPROVEMENTS

TRAFFIC SIGNAL IMPROVEMENT PLAN

EL CAMINO REAL & AUTO CENTER DR

Docusign Envelope ID: 6F56A9C9-4ACB-8C93-8074-E55BF8905DD9

08/05/26

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GRAPHIC SCALE

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1 INCH = FEET

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REVISIONS

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REFERENCES

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NO.

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DATE

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DESCRIPTION

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BENCHMARK NO:

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INITIALS

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APPROVED

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DATE

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DRAWING NO.

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PREPARED UNDER THE SUPERVISION OF:

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REVIEWED FOR CONSTRUCTABILITY & RECOMMENDED FOR CONSTRUCTION:

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NAME

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NAME

AutoCAD SHX Text NAME R.C.E. No.XXXXXR.C.E. No.XXXXX

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DESIGNED: XX DRAWN: XX CHECKED: XX

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DATE

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CITY OF TUSTIN

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EL CAMINO REAL/ AUTO CENTER SIGNAL IMPROVEMENTS PLAN SHEET NAME TUSTIN

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TE-566

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SHT NAME

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SEAL

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XX-XX

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SHT XX OF XX

AutoCAD SHX Text www.DigAlert.org

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TWO WORKING DAYS BEFORE YOU DIG

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NOTICE TO CONTRACTOR

AutoCAD SHX Text Know what's

AutoCAD SHX Text below.

AutoCAD SHX Text before you dig.

AutoCAD SHX Text Call

AutoCAD SHX Text NAME R.C.E. No.XXXXXR.C.E. No.XXXXX

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TRANSPORTATION ENGINEER

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AutoCAD SHX Text Ø6

AutoCAD SHX Text Ø1

AutoCAD SHX Text Ø3

AutoCAD SHX Text Ø1

AutoCAD SHX Text Ø6

AutoCAD SHX Text Ø4

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Ø1+Ø4 OLA

AutoCAD SHX Text Ø5

AutoCAD SHX Text Ø6

AutoCAD SHX Text Ø5

AutoCAD SHX Text Ø2

AutoCAD SHX Text Ø4

AutoCAD SHX Text Ø3

AutoCAD SHX Text Ø6P

AutoCAD SHX Text Ø4P

AutoCAD SHX Text Ø2P

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EX. 2"C, 1-DLC

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105' TO

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BCR

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305' TO

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BCR

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280' TO

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BCR

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SEE DETAIL "A"

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DETAIL "A" SCALE 1":10'

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DETAIL "C"

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12" RED ARROW (L.E.D.)

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12" GREEN ARROW (L.E.D.)

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12" YELLOW ARROW (L.E.D.)

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R73-7(MOD)

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PPB QUADRANT DETAIL

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(TOP VIEW)

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NO SCALE

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AutoCAD SHX Text 1-Ø2

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AutoCAD SHX Text R3-4

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DETAIL "B" SCALE 1":10'

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PROPOSED POLE SCHEDULE

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SIGNAL MOUNTINGS

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VEHICULAR

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(DOUBLE FACE)

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IISNS

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POLE DATA

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NO.

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TYPE

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L.E.D. LUMINAIRE

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LED

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SIGNAL

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HEIGHT

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PEDESTRIAN

AutoCAD SHX Text Auto Center Dr(RL FROM)

AutoCAD SHX Text A.P.S.

AutoCAD SHX Text Ø

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POLE QUAD

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POLE LOCATION

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EX.

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EX.

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EX.

AutoCAD SHX Text 24-4-70(R)

AutoCAD SHX Text 35'(R)

AutoCAD SHX Text 30'(R)

AutoCAD SHX Text 15'(R)

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SP-1-CS(R)

AutoCAD SHX Text 90(R)

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SV-1-T(R)

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MAS(R), MAS5-A(R)

AutoCAD SHX Text 4(R)

AutoCAD SHX Text Auto Center Dr(RL TO)

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AutoCAD SHX Text 5.5'

AutoCAD SHX Text 26-4-100(N)

AutoCAD SHX Text 45'(N)

AutoCAD SHX Text 30'(N)

AutoCAD SHX Text 15'(N)

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SP-1-CS(N)

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SV-1-T(N)

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2-MAS(N)

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AutoCAD SHX Text S(N)

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EX.

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EX.

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AutoCAD SHX Text 10'

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SP-1-CS

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TV-2-T

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AutoCAD SHX Text El Camino Real

AutoCAD SHX Text S(N)

AutoCAD SHX Text 19-3-70

AutoCAD SHX Text 25'

AutoCAD SHX Text 30'

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2-SV-1-T

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MAS-4C

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AutoCAD SHX Text 1-A

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AutoCAD SHX Text 10'

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SP-1-CS

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TV-2-T

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AutoCAD SHX Text Auto Center Dr

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AutoCAD SHX Text 24-4-70

AutoCAD SHX Text 35'

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SP-1-CS

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SV-1-T

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AutoCAD SHX Text N(N)

AutoCAD SHX Text 1-A

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AutoCAD SHX Text 10'

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TV-2-T

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AutoCAD SHX Text El Camino Real

AutoCAD SHX Text N(N)

AutoCAD SHX Text 19-3-70

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SP-1-CS

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SV-1-T

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MAS

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AutoCAD SHX Text E(N)

AutoCAD SHX Text 1-A

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AutoCAD SHX Text 10'

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SP-1-CS

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TV-2-T

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AutoCAD SHX Text 5.5'

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EX.

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EX.

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EX.

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EX.

AutoCAD SHX Text E(N)

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TYPE 2 POST (N)

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AutoCAD SHX Text 4(N)

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AutoCAD SHX Text 5'

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EX.

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EX.

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EX.

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MAS, MAS(N) MAS5-A(R)

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AutoCAD SHX Text ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N) = NEW (R) = REMOVE (RL FROM) = RELOCATE FROM (RL TO) = RELOCATE TO

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EX. 2"C, REMOVE 1-DLC, REUSE I.C.C

AutoCAD SHX Text R3-4

AutoCAD SHX Text F=12.5'

AutoCAD SHX Text 2-Ø2

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AutoCAD SHX Text F=16'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 2-Ø4

AutoCAD SHX Text 3-Ø3

AutoCAD SHX Text 2-Ø6

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text B

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ECR

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BCR

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%%UPOLE PLACEMENT

AutoCAD SHX Text F.C.

AutoCAD SHX Text NOTE: THERE SHALL BE A MINIMUM CLEAR DISTANCE OF 2'-0" BETWEEN THE CURB FACE(F.C.) AND THE FACE OF POLE.

AutoCAD SHX Text Ø2

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EX. SCE SERVICE VAULT

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EX. 2.5"C, SIGNAL SERVICE

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EX. ICC TO MYFORD RD.

AutoCAD SHX Text R3-4

AutoCAD SHX Text R9-3, R9-3A(M0D)

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185' TO

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LIMIT LINE

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185' TO

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CROSSWALK

AutoCAD SHX Text (2)

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EX. 2"C, REMOVE 1-DLC, INSTALL 1-DLC, REUSE I.C.C.

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EX. 2"C, REMOVE 1-DLC, INSTALL 1-DLC

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EX. 2"C, REMOVE 1-DLC

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EX. I.C.C TO TUSTIN RANCH RD.

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EX. 2.5"C, SIGNAL SERVICE

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EX. 2"C, I.C.C.

AutoCAD SHX Text 3'-6" (N)

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Ø1+Ø4 OLA

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EX. 2"C, REMOVE 1-DLC, REUSE I.C.C

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EX. 2"C, REMOVE 1-DLC, INSTALL 1-DLC, REUSE I.C.C.

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EX.2"C, REMOVE 1-DLC, INSTALL 1-DLC, REUSE I.C.C

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EX. 2"C, REMOVE 1-DLC

AutoCAD SHX Text (2)

AutoCAD SHX Text (3)

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EX. 2"C, REMOVE 1-DLC, INSTALL 1-DLC

AutoCAD SHX Text Ø6P

AutoCAD SHX Text No. C92006

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CONDUCTOR SCHEDULE

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CIRCUIT

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AWG

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RUN

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AutoCAD SHX Text #14

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AutoCAD SHX Text #10

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SIGNAL COMMON

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LUMINAIRE

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TOTAL CABLES

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AutoCAD SHX Text %%C2

AutoCAD SHX Text %%C4

AutoCAD SHX Text %%C5

AutoCAD SHX Text %%C6

AutoCAD SHX Text %%C2P

AutoCAD SHX Text %%C6P

AutoCAD SHX Text I.I.S.N.S.

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TOTAL CABLES

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%%C2 PPB

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%%C6 PPB

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PPB COMMON

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SPARES

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CONDUIT SIZE

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%%C4 PPB

AutoCAD SHX Text %%C4P

AutoCAD SHX Text %%C3

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AutoCAD SHX Text 3"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 2-3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 2-3"

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AutoCAD SHX Text 3(R)

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SIGNAL SERVICE

AutoCAD SHX Text #8

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TOTAL CABLES

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AutoCAD SHX Text %%C2

AutoCAD SHX Text %%C4

AutoCAD SHX Text %%C5

AutoCAD SHX Text %%C6

AutoCAD SHX Text %%C3

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DLC

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AutoCAD SHX Text 1,1*

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CONDUIT PERCENT FILL

AutoCAD SHX Text 8%%%

AutoCAD SHX Text 21%%%

AutoCAD SHX Text 12%%%

AutoCAD SHX Text 16%%%

AutoCAD SHX Text 17%%%

AutoCAD SHX Text 20%%%

AutoCAD SHX Text 11%%%

AutoCAD SHX Text 15%%%

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6 PR I.C.C.

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AutoCAD SHX Text 1,1*

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%%C1+%%C4 OLA

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CONDUCTOR SCHEDULE (CONT.)

AutoCAD SHX Text ALL CONDUITS, CABLES AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (*) = REMOVE 1-DLC, INSTALL 1-DLC (R) = REMOVE CONDUCTORS

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BOWEN YANG

AutoCAD SHX Text R.C.E. 92006

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DESIGNED: BY DRAWN: DS CHECKED: NK

AutoCAD SHX Text 8/3/26

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BOWEN YANG

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KYRA TAO

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KYRA TAO

AutoCAD SHX Text R.C.E. 81115

PRINCIPAL TRANSPORTATION ENGINEER

Sheets and Views

13223 Tustin TSM Title Sheet-SHEET 1

13223 Tustin TSM Ramp Detail Plan-SHEET 2

13223 Tustin TSM (Loop Upgrades)-SHEET 3

	2026-08-05T11:08:44-0700
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File details come from the government source that posted it. Updated Aug 7, 2026.