Final_Signed_Plans.pdf

PDF 9 MB Posted Mar 7, 2024

Attached to: GILBERT STREET IMPROVEMENTS AT RAILROAD CROSSING (PHASE 2) PROJECT
Solicitation number: IFB-080-2502501-AC2
Issued by: Orange County, San Francisco City, California

About this file

Written by GovTribe AI · Jul 1, 2025

This is a comprehensive set of construction engineering design plans prepared by the County of Orange Public Works Department for the Gilbert Street Improvements at Railroad Crossing (Phase 2) project located in Stanton, California. The project involves significant infrastructure improvements at the intersection of Gilbert Street and Pacific Place, including railroad crossing upgrades, traffic signal modifications, utility relocations, and roadway reconstruction. The design documents span 22 detailed sheets covering civil details, utility plans, traffic signal plans, signing and striping plans, and railroad construction details. The project will involve installing new traffic signals, railroad crossing equipment, roadway surfaces, curbs, gutters, sidewalks, and associated infrastructure improvements.

The project is fully funded by the Orange County Road Capital Improvement Fund (Fund 174) and will be maintained by the County of Orange, City of Stanton, and Union Pacific Railroad. Contractors must be pre-qualified and hold an active "Class A" California State Contractor's License. The project requires compliance with prevailing wage requirements and contractor registration under Labor Code Section 1771.1(a). Bidders must submit electronic bids through the OpenGov platform, with bid security documents due by March 25, 2024 at 2:00 PM. The solicitation emphasizes strict adherence to county terms and conditions, with the potential for further negotiations with the lowest responsive and responsible bidder.

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Other files

File	Type	Posted
Exhibit_1_-_Campaign_Contribution_Disclosure_Form.pdf	PDF	Mar 7, 2024
Exhibit_4_-_UPRR_Agreemeent_Final_Draft.pdf	PDF	Mar 7, 2024
Final_IFB-080-2502501-AC.pdf	PDF	Mar 7, 2024
Orange_County_District_Attorneys_Office_Public_Works_Unit_2023.pdf	PDF	Mar 7, 2024
Pre-Qual_List_Gilbert_Street.pdf	PDF	Mar 7, 2024
Exhibit_2_-_Contractor_Safety_Responsibility_Form.pdf	PDF	Mar 7, 2024
Exhibit_5_-_SCE_Final_Plans.pdf	PDF	Mar 7, 2024
Final_Notice_of_Inviting_Bids.pdf	PDF	Mar 7, 2024
Exhibit_3_-_Contractor_Safety_Activity_Checklist.pdf	PDF	Mar 7, 2024

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1 CONSTRUCT 6" AC (SURFACE COURSE: 2" III-C2-PG 64-10,

BASE COURSE: 4" III-B2-PG 64-10) OVER EXISTING 6" BASE

ROADWAY CONSTRUCTION NOTES

COLD MILL AC PAVEMENT, 2" MIN OVERLAY WITH AC

PAVEMENT (SEE DETAIL ON SHEET CD-03)

CONSTRUCT 8" CURB AND GUTTER, A2-8 PER OCPW STD

PLAN 120-2-OC (SEE TRANSITION DETAIL ON SHEET CD-03)

CONSTRUCT 8" CURB, A1-8 PER OCPW STD PLAN 120-2-OC

SAWCUT AND JOIN EXISTING (SEE DETAIL ON SHEET CD-03)

REMOVAL & DISPOSITION

1 PROTECT IN PLACE

LEGEND

EXIST AC

EXIST AB

PROP AC/AC GRIND AND OVERLAY

PROP AB

PROP UNCLASSIFIED FILL

CONSTRUCT MEDIAN FLARE PER OCPW STD PLAN 141-2-OC

CONSTRUCT CURB RAMP PER OCPW STD PLAN 1115

INSTALL DETECTABLE WARNING SURFACE PER OCPW STD PLAN

INSTALL CHAIN LINK FENCE PER OCPW STD PLAN 600-3-OC

REMOVE

RELOCATE

ADJUST TO GRADE

ABBREVIATIONS

3 CONSTRUCT 4" PCC SIDEWALK PER OCPW STD PLAN 1205

5 CONSTRUCT 6" CURB AND GUTTER, A2-6 PER OCPW STD

PLAN 120-2-OC (SEE TRANSITION DETAIL ON SHEET CD-03)

PROP CHAIN LINK FENCE

PROP DETECTABLE WARNING SURFACE

SAWCUT/AC GRIND LIMITS

13 UNCLASSIFIED FILL IMPORTED BORROW OR AGGREGATE BASE AS

DIRECTED BY THE ENGINEER (MIN 90% RELATIVE COMPACTION)

RAILROAD CONSTRUCTION NOTES - FOR INFORMATION

ONLY. CONSTRUCTED AND COMPLETED BY UPRR OR

ITS CONTRACTOR(S).

18 INSTALL 2 EACH CPUC COMMISSION STANDARD NO. 9 FLASHERS

WITH GATE WITH 1 SET OF SIDE LIGHTS (TOWARD PACIFIC PLACE)

IN THE SE QUADRANT

INSTALL 1 EACH CPUC COMMISSION STANDARD NO. 8

FLASHERS

REMOVE EXISTING 72 TOTAL FEET OF CONCRETE

CROSSING

INSTALL 120 TOTAL FEET OF 136# CWR WITH WOOD TIES

THRU CROSSING

REMOVE EXISTING 120 TOTAL FEET OF 136# CWR WITH

WOOD TIES THRU CROSSING

RESURFACE 200 TOTAL FEET OF TRACK THRU CROSSING

INSTALL SIGNAL HOUSE WITH CONSTANT WARNING

CIRCUITRY

INSTALL ADVANCE PRE-EMPTION

REMOVE EXISTING 2' X 5' SIGNAL CASE

20 REMOVE 2 EACH EXISTING NO. 9 FLASHERS WITH GATE

21 INSTALL 97.5 TOTAL FEET OF CONCRETE CROSSING IN

INCREMENTS OF 8.125 FT

16 INSTALL 3" AGGREGATE MATERIAL OR SIMILAR

14 CONSTRUCT 12" AC (SURFACE COURSE: 2" III-C2-PG 64-10, BASE

COURSE: 10" III-B2-PG 64-10). COORDINATE WITH UPRR FOR

TIMING OF PLACEMENT FOR AC ADJACENT TO CONCRETE

CROSSING PANELS.

5 REMOVE (BY OTHERS)

PROP AGGREGATE MATERIAL

15 CONSTRUCT 2" PATTERN STAMPED CONCRETE PER OCPW STD

PLAN 1807

PROP PATTERN STAMPED CONCRETE

4 CONSTRUCT 3" MOUNTABLE CURB AND GUTTER, A2-3 PER

OCPW STD PLAN 120-2-OC (CF=3") (SEE TRANSITION DETAIL

ON SHEET CD-03)

29 INSTALL "PRIVATE PROPERTY - NO TRESPASSING" UPRR SIGN

PROP AC (XS SHEETS)

17 CONSTRUCT FLARED DEPRESSED CURB DRIVEWAY

APPROACH PER OCPW STD PLAN 1210

PROP FULL DEPTH AC

1 FURNISH AND INSTALL R4-7 AND N-1(CA) SIGNS ON TELSPAR POST

SIGNING CONSTRUCTION NOTES

REMOVE EXIST. SIGN(S)/POST AS SHOWN

FURNISH AND INSTALL W1-7 SIGN ON TELSPAR POST

PROTECT SIGN(S)/POST AS SHOWN

RELOCATE SIGN(S)/POST AS SHOWN

9 REMOVE EXIST. SIGN AND INSTALL NEW SIGN ON EXIST. POST AS

SHOWN

3 FURNISH AND INSTALL R15-8 SIGN ON TELSPAR POST

5 FURNISH AND INSTALL R6-1(R) SIGN ON TELSPAR POST

4 FURNISH AND INSTALL R4-7 AND TYPE K (CA) SIGNS ON TELSPAR

POST

1 PAINT (2 COATS)

STRIPING CONSTRUCTION NOTES

2 PROTECT

3 SANDBLAST EXISTING/CONFLICTING STRIPING

FURNISH AND INSTALL ECONOLITE COBALT CONTROLLER ASSEMBLY,

VIDEO DETECTION SYSTEM AND VIDEO PROCESSING UNIT, GTT

OPTICOM EMERGENCY VEHICLE PREEMPTION GPS SYSTEM,

BATTERY BACKUP SYSTEM, ECONOLITE RAILROAD INTERFACE PANEL

(OR APPROVED EQUAL), INTERSECTION HEALTH PANEL, RAILROAD

PREEMPTION AND ALL OTHER NECESSARY EQUIPMENT TO

COMPLETE THE INTENDED OPERATION. INSTALL CONTROLLER

ASSEMBLY IN AN ALUMINUM P44 CONTROLLER CABINET.

FURNISH AND INSTALL AN ALUMINUM SERVICE CABINET 120/240

VOLT TYPE III-BF WITH THE FOLLOWING 120 VOLT CIRCUIT

BREAKERS: ONE 50 AMPERE FOR TRAFFIC SIGNAL. ONE 30 AMPERE

FOR SAFETY LIGHTING. ONE 15 AMPERE FOR STREET NAME SIGN.

ALSO INSTALL TWO TYPE V PHOTOELECTRIC CONTROL IN CLIENT

AREA (BELOW METER AREA). ONE FOR SAFETY LIGHTING AND ONE

FOR STREET NAME SIGN. PHOTOELECTRIC UNITS SHALL BE TIME

DELAY TYPE. INSTALL 3"C WITH 2#10 (LUMINAIRE) AND 2#12 (I.I.S.N.S.).

FURNISH AND INSTALL GTT GPS SYSTEM RADIO UNIT ON SIGNAL

MAST ARM. SEE DETAIL ON THIS SHEET.

FURNISH AND INSTALL PROGRAMMABLE VEHICLE HEAD AS SHOWN.

PROVIDE BICYCLE DETECTION ZONE AS SHOWN.

9 FINAL CONNECTION OF RR SIGNAL INTERCONNECT TO UPRR SIGNAL

HOUSE TO BE COMPLETED BY UPRR FORCES.

3 FURNISH AND INSTALL SIGN AS INDICATED.

5 FURNISH AND INSTALL VIDEO DETECTION ON SIGNAL MAST ARM PER

CALTRANS STD. PLAN ES-7R, DETAIL A.

4 FURNISH AND INSTALL VIDEO DETECTION ON LUMINAIRE ARM PER

CALTRANS STD. PLAN ES-7R, DETAIL B.

EXIST UPRR SIGNAL HOUSE TO BE REMOVED BY UPRR

FORCES.

PV CUT-OFF LINE FOR OLA

12 INSTALL 3"C FROM SERVICE ENCLOSURE TO FEED POINT -

PP#4713173E. COORDINATE INSTALLATION OF SERVICE

CONDUCTORS WITH EDISON. SERVICE POLE ADDRESS - 10720

GILBERT ST. ANAHEIM, CA. 92804

PAVEMENT MARKERS AND TRAFFIC LANES PER CALTRANS

STANDARD PLANS 2018, UNLESS OTHERWISE NOTED

PAVEMENT MARKING ARROW PER STD PLAN A24A (TYPE AS SHOWN ON PLANS)

BIKE LANE ARROW PER STD PLAN A24A2

24" WHITE SOLID LINE PER STD PLAN A24E3

6" DOUBLE YELLOW LINE PER STD PLAN A20A DETAIL 224

8" SOLID WHITE LINE PER STD PLAN A20D DETAIL 385

PAVEMENT MARKING PER STD PLAN A24D AND A24E6

6" SOLID WHITE BIKE LANE PER STD PLAN A20D DETAIL 397

6" DASHED WHITE LANE LINE PER STD PLAN A20D DETAIL 39A8

12" YELLOW LADDER CROSSWALK PER OCPW STD PLAN 14169

6" SOLID YELLOW MEDIAN ISLANDS PER STD PLAN A20B DETAIL 2810

6" SOLID YELLOW TWO-WAY LEFT TURN LANES PER STD A20B DETAIL 3211

12" WHITE SOLID LINE PER STD PLAN A24E12

6" SOLID WHITE LINE PER STD PLAN A20B DETAIL 27B13

BIKE LANE SYMBOL WITH PERSON PER STD PLAN A24C14

PAINT RED CURB15

6" DASHED YELLOW LINE PER STD PLAN A20D DETAIL 4116

TRAFFIC SIGNAL CONSTRUCTION NOTES

AB = AGGREGATE BASE

AC = ASPHALT CONCRETE

APS = ACCESSIBLE PEDESTRIAN SIGNAL

AWG = AMERICAN WIRE GAUGE

BC = BACK OF CURB

BCR = BEGIN OF CURB RETURN

BMP = BEST MANAGEMENT PRACTICE

BTN = BUTTON

BVC = BEGIN VERTICAL CURVE

C = CIRCULAR FOUNDATION/CONDUIT

C&G = CURB AND GUTTER

CA = CALIFORNIA

CD = CIVIL DETAILS

CF = CURB FACE

CIDH = CAST-IN-DRILLED-HOLE

C = CENTERLINE

COMM = COMMUNICATIONS

CP = CONTROL POINT

CPUC = CALIFORNIA PUBLIC UTILITIES COMMISSION

CWR = CONTINUOUS WELDED RAIL

DOT = RAIL CROSSING IDENTIFICATION NUMBER

ECR = END CURB RETURN

EL, ELEV = ELEVATION

ESMT = EASEMENT

EVC = END VERTICAL CURVE

EX, EXIST = EXISTING

FH = FIRE HYDRANT

FL = FLOW LINE

FS = FINISHED SURFACE

FT = FEET

GD = GATE DOWN

GDR = GATE DOWN RELAY

GN = GENERAL NOTES

GPS = GLOBAL POSITIONING SYSTEM

GTT = GLOBAL TRAFFIC TECHNOLOGIES

GV = GAS VALVE

HP = HIGH POINT

IISNS = INTERNALLY ILLUMINATED STREET NAME SIGN

IN = INCH(ES)

JCT = JUNCTION

LED = LIGHT-EMITTING DIODE

LIP = EDGE OF GUTTER PAN ELEVATION (GUTTER LIP)

LT = LEFT

MA = MAST ARM

MAS = MAST ARM SIDE MOUNT

MAX = MAXIMUM

MIN = MINIMUM

MOD = MODIFIED

MP = MILE POST

MUTCD = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

NAVD = NORTH AMERICAN VERTICAL DATUM

NO = NUMBER

NPS = NATIONAL PIPE STRAIGHT

OCPW = ORANGE COUNTY PUBLIC WORKS

OCS = OFFICE OF COAST SURVEY

OLA = OVERLAP A

PAVT = PAVEMENT

PCC = PORTLAND CEMENT CONCRETE

PE = PROFESSIONAL ENGINEER

PED = PEDESTRIAN

PG = PERFORMANCE GRADE

PI = POINT OF INTERSECTION

PL = PLACE

PP = POWER POLE

PPB = PEDESTRIAN PUSH BUTTON

PRI = PRIMARY

PROP = PROPOSED

PV = PROGRAMMABLE VISIBILITY

PVC = POLYVINYL CHLORIDE

R = RADIUS

R/W, ROW = RIGHT OF WAY

RCP = REINFORCED CONCRETE PIPE

RD = ROADWAY

RR = RAILROAD

RT = RIGHT

SC = SURVEY CONTROL

SCE = SOUTHERN CALIFORNIA EDISON

SCH = SCHEDULE

SE = SOUTHEAST

SEC = SECONDARY

SHT = SHEET

SIG = SIGNAL

SNS = STREET NAME SIGN

SS = SIGNING AND STRIPING

ST = STREET

STA = STATION

STD = STANDARD

TBD = TO BE DETERMINED

TC = TOP OF CURB

TCR = TRAFFIC CONTROL RELAY

TD = TRAFFIC DETOUR

TELE = TELEPHONE

TF = TOTAL FEET

TS = TRAFFIC SIGNAL

TYP = TYPICAL

UP = UNION PACIFIC

UPRR = UNION PACIFIC RAILROAD

US = UNITED STATES

UT = UTILITY

VAR = VARIES

VC = VERTICAL CURVE

WO = WORK ORDER

WV = WATER VALVE

XR = CROSSING RELAY

XS = TYPICAL SECTIONS

MINOR CONTOUR (1' INTERVAL)

MAJOR CONTOUR (5' INTERVAL)

XXX.XX = FINISHED GRADE ELEVATION

±X.XX = ELEVATION DIFFERENCE

FROM EXISTING (FT)

PROP PCC

EXIST PCC

N O

GN-01

TY ORANGE

CALIFORN

S U

T D

C H

D B

D R

G C

O D

H O

W N

C R

O N

T R

C R

C E

Sheet Reference Number

D R

B Y:

O U

O F

O R

E O

C P

O R

U N

T H

E R

C H

E O

DATE PLOTTED: 12/21/2023 3:24:54 PM OCPW.CTB

C :\P

W W

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Sheet of

B Y:

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E 2)

S . K

P, P .E

GENERAL NOTES

1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE SHOWN ON

THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS

TO THE ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE

COUNTY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR THE COMPLETENESS

OF THE LOCATION OF THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR

SUBSTRUCTURE WITHIN THE LIMITS OF THE PROJECT.

2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE

AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT REQUIREMENT SHALL

BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS.

3. PURSUANT TO THE BUSINESS AND PROFESSIONS CODE/ LAND SURVEYORS ACT SECTION 8771 OF

THE STATE OF CALIFORNIA, ALL SURVEY MONUMENTS DESTROYED BY CONSTRUCTION SHALL BE

PERPETUATED BY A CALIFORNIA LICENSED LAND SURVEYOR IN ACCORDANCE THE METHODOLOGY

AND DOCUMENTATION REQUIREMENTS OF THE LOCAL CITY, AND COUNTY JURISDICTIONS. IN THE

EVENT THAT OCPW/OC SURVEY IS NOT COMMISSIONED TO PERFORM CONSTRUCTION SUPPORT

SERVICES FOR THIS PROJECT THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

ASSOCIATED COST WITH THIS MONUMENT PERPETUATION.

4. THE CONTRACTOR SHALL USE PROPER SAFETY SIGNING AND BARRICADING AS REQUIRED PER THE

LATEST EDITION OF CA MUTCD.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION, THE LATEST EDITION STANDARD PLANS FOR PUBLIC WORKS

CONSTRUCTION, THE LATEST VERSION OF THE ORANGE COUNTY OCPW STANDARD PLANS AND IN

ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, ALL TO THE SATISFACTION OF THE

ENGINEER.

6. WORK SHOWN OR INDICATED ON THESE PLANS, OR CALLED FOR IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY ITEMS, SHALL BE CONSIDERED INCIDENTAL WORK, THE COST OF WHICH

SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR PAY QUANTITY ITEMS.

7. ESTIMATE OF QUANTITIES IN THE BID SCHEDULE IS APPROXIMATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING QUANTITIES AND CONDITIONS AT THE SITE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKING, TRAFFIC SIGNAL EQUIPMENT (INCLUDING DETECTOR LOOPS), STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF CONTRACTOR'S

OPERATIONS AND WILL BE REQUIRED TO REPAIR, REMODEL OR REPLACE SAME TO THE

SATISFACTION OF, AND AS DIRECTED BY, THE ENGINEER OR UTILITY COMPANY.

9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A

MINIMUM OF 5 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL THE PHASES OF CONSTRUCTION WITH

THE VARIOUS UTILITY COMPANIES INVOLVED, UNLESS OTHERWISE NOTED.

10. THE WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT THE CONSTRUCTION PERIOD. CONTRACTOR SHALL SWEEP THE

ENTIRE LENGTH OF AFFECTED STREETS WITH A VACUUM/BRUSH TYPE SWEEPER PRIOR TO LEAVING THE AREA FOR THE DAY. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE OF, OFF THE PROJECT SITE, ALL EXCESS EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS. ALL DISPOSALS

SHALL BE AT THE CONTRACTOR'S EXPENSE.

11. CONTRACTOR SHALL NOTIFY THE FIRE AND POLICE DEPARTMENTS 48 HOURS PRIOR TO THE START

OF CONSTRUCTION.

12. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON

THE SITE AT ALL TIMES, AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND

SPECIFICATIONS.

13. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM

OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES.

ALL STORM DRAIN INLETS IN THE PROJECT AREA SHALL BE PROTECTED USING GRAVEL BAGS AND

FILTER FABRIC PER THE COUNTY INSPECTOR.

14. LOCATION OF REMOVALS AND WIDTHS OF REMOVALS INDICATE SCOPE OF WORK AND ARE

APPROXIMATE ONLY. ACTUAL REMOVALS SHALL BE COORDINATED WITH THE ENGINEER IN THE FIELD.

15. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR PCC PAVING WHICH ARE BEING JOINED, OR MATCHED IN CONNECTION WITH THE PROJECT, SHALL BE

JOINED, OR MATCHED IN A MANNER SATISFACTORY TO THE ENGINEER, INCLUDING NECESSARY

SAWCUTTING, REMOVAL, OR CAPPING. THE CONTRACTOR SHALL FOLLOW THE COUNTY'S STANDARD

ENCROACHMENT CONDITIONS.

16. ALL UTILITY RELATED WORK SHALL BE CONSTRUCTED PER COUNTY OF ORANGE STANDARDS, OR

LOCAL UTILITY AGENCY STANDARDS.

17. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL

DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. REVISIONS SHALL NOT

BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

18. AT NO TIME IS ANY BUSINESS OR RESIDENCE TO BE WITHOUT ACCESS UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

19. THE CONTRACTOR SHALL NOTIFY THE COUNTY OF ORANGE INSPECTOR AT LEAST 48 HOURS PRIOR

TO ANY CONSTRUCTION.

20. THE CONTRACTOR SHALL REQUEST FOR UPRR FLAGGER PRIOR TO ENTERING OR WORKING WITHIN 25' FROM THE CENTERLINE OF THE TRACK. NO ENTERING OR WORKING WITHIN 25' FROM THE TRACK WITHOUT UPRR FLAGGER BEING PRESENT UNLESS OTHERWISE AS DIRECTED BY UPRR MANAGER OF

PUBLIC PROJECTS OR HIS REPRESENTATIVE.

21. THE CONTRACTOR IS REQUIRED TO TAKE THE ON-TRACK SAFETY TRAINING COURSE VIA ONLINE

PRIOR TO ENTERING UPRR ROW OR WORKING WITHIN 25' OF TRACK.

22. A RIGHT OF ENTRY PERMIT IS REQUIRED FROM UPRR FOR ANY WORK WITHIN UPRR ROW OR WITHIN

25' FROM THE TRACK OR ANY WORK THAT HAS THE POTENTIAL TO MODIFY THE USE OF THE

AT-GRADE CROSSING.

1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING

STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO THE STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA

RUNOFF, VEHICLE TRACKING, OR WIND.

3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES

SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE

FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES

UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF

THE REQUIRED BEST MANAGEMENT PRACTICES, GOOD HOUSEKEEPING MEASURES FOR THE

PROJECT SITE, AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE

MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS.

7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY

WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER

(NON-STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OR THE STATEWIDE

GENERAL CONSTRUCTION STORMWATER PERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT

LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD

PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS

SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY

SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE

WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

8. DISCHARGING CONTAMINATED GROUNDWATER IS PROHIBITED. DISCHARGING OF

NON-CONTAMINATED GROUNDWATER BY DEWATERING SHALL COMPLY WITH REQUIREMENTS OF

APPLICABLE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AS FOLLOWS:

FOR PROJECTS WITHIN THE SANTA ANA REGION AND SAN DIEGO CREEK/NEWPORT BAY WATERSHED, PERMIT NO. CAG918002, ORDER R8-2019-0061 ISSUED BY THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. FOR OTHER PROJECTS WITHIN THE SANTA ANA REGION, PERMIT NO. CAG998001, ORDER R8-2020-0006 ISSUED BY THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. FOR PROJECTS WITHIN THE SAN DIEGO REGION, PERMIT NO. CAG919003, ORDER NO. R9-2015-0013 ISSUED BY THE SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD. THESE THREE PERMITS MAY BE UPDATED AT ANY TIME DURING THE TERM OF PROJECT. ANY INDICATION OR EVIDENCE OF WATER

QUALITY THAT DOES NOT MEET REQUIRED STANDARDS WILL BE REPORTED TO OC PUBLIC

WORKS/COUNTYWIDE COMPLIANCE PROGRAM AT (877) 89-SPILL.

WATER QUALITY NOTES

CAUTION NOTE TO CONTRACTOR

CONTRACTOR TO CONDUCT VARIOUS WORK OPERATIONS IN THE VICINITY

OF SEVERAL BELOW AND ABOVE GROUND UTILITIES. CONTRACTOR IS TO

FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY WORK

OPERATIONS WITHIN THE PROJECT LIMITS WHICH MAY DISRUPT OR

IMPACT ANY OF THE UTILITIES.

1. CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS BY

WET SANDBLASTING. BLACKING OUT STRIPING WILL NOT BE PERMITTED.

2. INSTALLATION OF ALL STRIPING, SIGN, PAVEMENT MARKERS, AND LEGENDS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

3. ALL SIGNS, STRIPING, PAVEMENT MARKERS, AND LEGENDS SHALL CONFORM TO THE LATEST APPROVED/ADOPTED EDITIONS OFTHE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2018) AND

THE CALFORNIA MUTCD (2014 EDITION).

4. ANY DEVIATION FROM THE STRIPING AND SIGNING PLAN SHALL BE APPROVED BY THE ENGINEER OF

WORK PRIOR TO ANY CHANGES BEING MADE IN THE FIELD.

5. ALL SIGNS SHOWN ON THE SIGNING AND STRIPING PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE

RELOCATED OR TO REMAIN.

6. CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR

FABRICATING ANY MATERIAL.

7. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN. THIS PLAN ACCURATE FOR PAVEMENT

STRIPING AND SIGNING PLANS.

8. PROJECT INFORMATION SIGN PER OCPW STD. PLAN 1418. EXACT LOCATION TO BE DETERMINED BY

CONTRACTOR OR THE ENGINEER.

9. CONTACT UPRR MANAGER OF PUBLIC PROJECTS PRIOR TO ANY WORK WITHIN UPRR ROW OR ANY

WORK AFFECTING GRADE CROSSING OPERATIONS.

10. ALL TRAFFIC SIGNAL, SIGNING, AND STRIPING WORK, MATERIALS AND EQUIPMENT SHALL

CONFORM TO THE LATEST STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD

PLANS AND STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR THIS PROJECT.

11. THE FIRST COAT OF STRIPING AND PAVEMENT MARKING SHALL BE APPLIED THE SAME DAY FOLLOWING THE PLACEMENT OF THE ASPHALT CONCRETE. THE SECOND COAT SHALL BE APPLIED NO SOONER THAN (7) SEVEN CALENDAR DAYS OR LATER THAN (14) FOURTEEN CALENDAR DAYS AFTER

THE FIRST COAT. REFLECTIVE FLEXIBLE ROAD TABS CAN BE PLACED THE SAME DAY AFTER

PLACEMENT OF THE ASPHALT CONCRETE.

SIGNING AND STRIPING GENERAL NOTES

1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS

2018 EDITION, CALIFORNIA MUTCD 2014 EDITION AND THE SPECIAL PROVISIONS.

2. THE LOCATION OF SIGNAL POLES SHOWN ON THE PLAN IS APPROXIMATE. PLACEMENT OF THE TRAFFIC SIGNAL POLE SHALL NOT OBSTRUCT RAIL ROAD FLASHER VISIBILITY. THE EXACT LOCATION

SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.

3. ALL NEW CONDUIT SHALL BE MINIMUM 3" DIAMETER PVC SCH.80 UNLESS SHOWN OTHERWISE.

4. ALL NEW PULLBOXES SHALL BE NO. 6 UNLESS SHOWN OTHERWISE.

5. ALL NEW TRAFFIC SIGNAL HEADS SHALL BE METAL (ALUMINUM) WITH 12” L.E.D. INDICATIONS.

6. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE L.E.D. TYPE WITH COUNTDOWN TYPE DISPLAYS.

7. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE

INTEND OPERATION.

8. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.

9. SEE SHEET SS-01 AND SS-02 FOR SIGNING AND STRIPING REMOVAL AND INSTALLATIONS.

10. CONTACT UPRR MANAGER OF PUBLIC PROJECTS OR HIS REPRESENTATIVE PRIOR TO ANY WORK

WITHIN UPRR ROW OR ANY WORK AFFECTING GRADE CROSSING OPERATIONS.

TRAFFIC SIGNAL GENERAL NOTES

1. TRAFFIC CONTROL DEVICES AND LAYOUT SHALL CONFORM TO THE LATEST CA MUTCD STANDARDS.

2. PEDESTRIAN AND BICYCLE DETOURS WILL BE REQUIRED FOR GILBERT STREET AND PACIFIC PLACE

SIDEWALK AND ROAD CLOSURES.

3. RAIL WORK IS EXPECTED TO REQUIRE 1 TO 2 WEEKEND CLOSURES. COORDINATE WITH UPRR TO

DETERMINE SEQUENCE OF WORK. SEE SPECIFICATIONS.

TRAFFIC DETOUR GENERAL NOTES

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GILBERT STREET

STREET IMPROVEMENTS PROJECT

ESTABLISHMENT NOTES ESTABLISHMENT NOTES

MONUMENT NOTES

REFERENCES

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