CITY OF LAKE FOREST

DEPARTMENT OF PUBLIC WORKS

BAKE PARKWAY REHABILITATION PROJECT PHASE 1

FROM SOUTH POINTE DRIVE TO COOKS BAY DRIVE

CITY PROJECT NO. 26S01B

VICINITY MAP

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UTILITY CONTACT

GENERAL TRAFFIC SIGNAL NOTES:

1. ALL ELECTRICAL WORK AND EQUIPMENT SHALL CONFORM TO THE LATEST REVISION OF THE STATE OF CALIFORNIA

STANDARD PLANS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE CALIFORNIA M.U.T.C.D.

2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION.

3. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIAMETER, TYPE E, WITH 10' SPACING. NECESSARY

STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS.

4. ALL NEW SIGNAL CONDUIT CROSSINGS SHALL BE 4" AND INSTALLED AT 42" MINIMUM DEPTH, UNLESS SHOWN

OTHERWISE. NEW INTERCONNECT CONDUIT, OTHER THAN CROSSINGS SHALL BE 3" AND PLACED IN THE OPPOSITE

ENDS OF PULL BOXES USING 45 DEGREE U.L. APPROVED ELBOWS.

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

6. NEW PEDESTRIAN INDICATIONS SHALL BE L.E.D. COUNT-DOWN.

7. ALL NEW VEHICLE INDICATIONS SHALL BE L.E.D. INDICATIONS, IN METAL HOUSINGS.

8. ALL NEW PULL BOXES SHALL BE #6 WITH LIGHTWEIGHT LID UNLESS SHOWN OTHERWISE.

9. FURNISH AND INSTALL IISNS PER POLE SCHEDULE. THE CITY SHALL APPROVE THE SIGN PANEL SUBMITTAL PRIOR

TO MANUFACTURING.

GENERAL NOTES:

29. RESET SEWER MANHOLES, STORM DRAIN MANHOLES, WATER VALVES PER THE

STANDARDS OF THE RESPECTIVE UTILITY AGENCY AT THE END TO THE FINISHED

GRADE OF THE PAVEMENT. GAS VALVE SLIP CANS AND LIDS SHALL BE ADJUSTED

TO GRADE DURING THE PAVING OPERATIONS.

30. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT UNDERGROUND

SERVICE ALERT (USA) TOLL FREE AT 1-800-227-2800, AT LEAST 48 HOURS PRIOR TO

ANY WORK.

31. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY CONSTRUCTION

SURVEYING NECESSARY TO COMPLETE THE WORK.

32. UNLESS NOTED OTHERWISE, STATIONING ON PLANS ARE CENTERLINE

STATIONING, AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY.

33. THE BACKFILLING OF ALL TRENCHES SHALL BE TESTED AND MEET THE APPROVAL

OF THE GEOTECHNICAL ENGINEER. BACKFILLING SHALL MEET THE

REQUIREMENTS OF SPPWC.

34. ALL CONCRETE SIDEWALKS OR CURBS THAT ARE DAMAGED OR NOT

CONSTRUCTED TO LINE AND GRADE SHALL BE SAW-CUT TO THE NEAREST

TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED

PLANE JOINT. REMOVED AND REPLACED IN CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF SPPWC STANDARD PLANS. CURB AND GUTTER, SIDEWALK AND

ALL OTHER VISIBLE CONCRETE WITHIN THE STREET SHALL BE CONSIDERED

DAMAGED AND DEFECTIVE IF ANY OF THE FOLLOWING DEFECTS ARE NOTED: TWO

OR MORE PITS GREATER THAN 1/4" IN DIAMETER, SCRAPES OR GOUGES DEEPER

THAN 1/2" IN DEPTH OR 4" IN LENGTH WITH ANY FIVE FOOT LONG SECTION OR

DEVIATION FROM LINE OR GRADE OF MORE THAN 1/8" WITHIN 10 FEET.

35. THE CONTRACTOR SHALL MAINTAIN ALL ADJACENT STREETS IN A NEAT, CLEAN,

DUST FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION

OF THE CITY ENGINEER. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF

DEBRIS, CONTROLLING DUST AND OTHER NUISANCES AT ALL TIMES.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEAN UP ON ADJACENT

STREETS AFFECTED BY THE CONSTRUCTION.

36. IRWD FACILITIES SHALL BE INSTALLED OR ADJUSTED PER IRWD STANDARD

DRAWINGS AND CONSTRUCTION MANUAL & PROCEDURE GUIDELINES.

CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE

FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL

CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE

PREPARER OF THESE PLANS.

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES

SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.

THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE

FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE

PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES

SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS.

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE

PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF

ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND

SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS

THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR

LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

NOTICE TO CONTRACTOR:

SIGNING & STRIPING GENERAL NOTES:

1. CONTRACTOR SHALL INSTALL SIGNING AND STRIPING IN ACCORDANCE WITH THE

APPROVED PLAN.

2. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE

MANUFACTURED AND INSTALLED PER CALTRANS PUBLICATION CA-MUTCD LATEST

REVISION, CALTRANS STANDARD PLANS AND CALTRANS STANDARD SPECIFICATIONS,

LATEST EDITIONS.

3. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS

SHALL BE INSTALLED ON SQUARE PERFORATED STEEL TUBE POSTS WITH BREAKAWAY

BASES PER SP 1417, UNLESS OTHERWISE NOTED ON THE PLAN.

4. ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED.

5. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH ORANGE COUNTY STANDARD

STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS

STANDARD PLAN DETAILS.

6. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY

SANDBLASTING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE

REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY

OF THE DEVELOPER/CONTRACTOR.

7. NEW APPLICATIONS OF PAINT SHALL BE APPLIED IN TWO (2) EQUAL THICKNESS

TOTALING THE MINIMUM WET THICKNESS INDICATED IN STANDARD SPECIFICATION

SECTION 310-5.6.5, "TRAFFIC STRIPES AND MARKINGS", AND SHALL INCLUDE 50% OF

THE REQUIRED BEADS WITH EACH APPLICATION WHEN APPLIED TO NEW ASPHALT

PAVEMENT, PAINT SHALL HAVE A MINIMUM SEVEN DAY PERIOD BETWEEN

APPLICATIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

8. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD AS

DIRECTED BY THE CITY INSPECTOR ON THE JOB SITE.

9. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE

CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING

AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETED WITHIN SEVEN WORKING

DAYS OF ROADWAY STRIPING.

10. ALL WORK SHALL BE IN ACCORDANCE WITH THE MUNICIPAL CODE ADOPTED BY THE

CITY OF LAKE FOREST AND ANY SPECIAL REQUIREMENTS OF THE PERMIT.

11. THE DEVELOPER/CONTRACTOR SHALL KEEP A COPY OF THE CURRENT ORANGE

COUNTY PUBLIC FACILITY & RESOURCES DEPARTMENT (PF&RD) STANDARD PLANS ON

THE CONSTRUCTION SITE AT ALL TIMES.

12. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE CITY OF LAKE FOREST'S PUBLIC

WORKS INSPECTOR AT (949) 461-3494 AT LEAST TWO WORKING DAYS (MINIMUM OF 48

HOURS) PRIOR TO STARTING CONSTRUCTION WORK WHICH REQUIRES PUBLIC WORKS

INSPECTION.

13. A CITY OF LAKE FOREST ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM

WORK WITHIN THE PUBLIC RIGHT-OF-WAY. CITY APPROVED PLANS DO NOT RELIEVE

THE CONTRACTOR AND/OR DEVELOPER FROM RESPONSIBILITY TO OBTAIN AN

ENCROACHMENT PERMIT. A COPY OF THE PERMIT SHALL BE KEPT ON THE

CONSTRUCTION SITE AT ALL TIMES.

14. THE DEVELOPER/CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT,

CLEAN, DUST FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE

SATISFACTION OF CITY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN

OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES.

DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS

AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY

SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS WILL BE

ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT THE PERMISSION OF CITY'S

PUBLIC WORKS INSPECTOR.

15. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT,

STRIPING AND PAVEMENT MARKINGS WITHIN THE PERIMETER OF THE CONSTRUCTION

PROJECT WILL BE RESTORED TO A LIKE NEW CONDITION, AND IN A MANNER MEETING

THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER OR HIS

AUTHORIZED REPRESENTATIVE. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE

INSTALLED IN ACCORDANCE WITH COUNTY OF ORANGE STANDARD PLAN NO. 1801,

NOTE 17.

16. SHARROWS SHALL BE INSTALLED 5 FEET, MINIMUM FROM NEAREST CURB FACE.

1. ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS. THE PROJECT

SPECIFICATIONS, THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION (SPPWC) "GREEN BOOK" AND CALTRANS

STANDARDS, IN THE EVENT OF A CONFLICT THE MOST STRINGENT STANDARD

SHALL PREVAIL.

2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE

CONTRACTOR FROM THE RESPONSIBILITY FOR THE CORRECTIONS OF ERRORS OR

OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL APPROPRIATE PLAN

REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR THE

REVIEW AND APPROVAL PRIOR TO CONTINUANCE OF THE AFFECTED

IMPROVEMENTS.

3. NO DEVIATION FROM THESE PLANS SHALL BE MADE UNLESS A CHANGE ORDER IS

APPROVED BY THE CITY ENGINEER AND NOTED IN THE REVISION BLOCK OF EACH

SHEET WHERE SUCH APPROVAL HAS BEEN GIVEN. THE CONTRACTOR SHALL

OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE PUBLIC WAY PRIOR

TO THE START OF AN CONSTRUCTION.

4. CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISIONS OF INDUSTRIAL

REGULATIONS (CAL-OSHA) SAFETY STANDARDS. IF REQUIRED BY THE INSPECTOR,

THE CONTRACTORS SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.

5. CONTRACTORS SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS

PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC

INSPECTION NEEDS DURING THE COURSE OF THE WORK.

6. ALL WORK SHALL BE PERFORMED DURING CITY WORKING HOURS AND WILL BE

SUBJECT TO INSPECTION BY THE PUBLIC WORKS DEPARTMENT. WHERE OVERTIME

INSPECTION IS NEEDED, SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND

APPROVED BY THE CITY ENGINEER, THE CONTRACTORS WILL BE BILLED FOR SAID

INSPECTION SERVICES.

7. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL

REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT

OR CONTINUANCE OF WORK.

8. CONTRACTORS SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY

MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THESE

OPERATIONS. ONCE FOUND, THE CONTRACTOR SHALL THEN NOTIFY BOTH THE

CITY AND ENGINEER OF RECORD. THE SUPERVISING CIVIL ENGINEER OR HIS

LICENSED SURVEYOR DESIGNEE SHALL RESET ALL SAID MONUMENTS PER THE

REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT.

9. UTILITY LOCATION AND DEPTHS SHOWN HEREON HAVE BEEN PLOTTED IN

ACCORDANCE WITH DATA FURNISHED BY THE UTILITY COMPANIES. NEITHER THE

CITY NOR THE ENGINEER ASSUMES RESPONSIBILITY FOR THE ACCURACY OF THE

INFORMATION RECEIVED FROM EACH COMPANY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS

IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING,

REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE BY THE

CONTRACTOR.

10. EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR

NOTIFICATION AND APPROVAL OF THE CITY ENGINEER, TRAFFIC CONTROL PLANS

SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE

CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). A

TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER 20 DAYS

PRIOR TO IMPLEMENTATION OF THE TRAFFIC CONTROL. THE CITY ENGINEER'S

WRITTEN APPROVAL MUST BE OBTAINED PRIOR TO IMPLEMENTATION OF THE

TRAFFIC CONTROL.

11. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. EROSION CONTROL

MEASURES SHALL BE PROVIDED FOR ALL WORK IN CONFORMANCE WITH NPDES

REQUIREMENTS.

12. ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE INSTALLED

PRIOR TO CONSTRUCTING CURBS - GUTTERS, SIDEWALKS, AND PAVING.

13. THE STRUCTURAL SECTIONS HAVE BEEN ESTABLISHED BY THE

GEOTECHNICAL/SOILS ENGINEER. ALL AGGREGATE BASE, ASPHALT, AND

CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S

APPROVAL NO LESS THAN 20 DAYS PRIOR TO THE INSTALLATION OF MATERIAL.

14. AGGREGATE BASE SHALL BE CRUSHED AGGREGATE BASE OR CRUSHED

MISCELLANEOUS BASE PER SPPWC. BASE PLACEMENT SHALL NOT COMMENCE

UNTIL OBTAINING CITY ENGINEERS APPROVAL OF COMPACTION REPORT WITH ALL

OTHER APPROPRIATE TEST RESULTS (E.G. SIEVE ANALYSIS, SAND EQUIVALENT,

R-VALUE) PREPARED BY THE GEOTECHNICAL ENGINEER.

15. ABOVE GROUND STRUCTURES IN THE SIDEWALK, INCLUDING, BUT NOT LIMITED

TO, FACILITIES OWNED BY THE CITY, ANY UTILITY COMPANY OR DISTRICT, AND THE

U.S. POSTAL SERVICE SHALL BE CONSISTENT WITH MINIMUM REQUIREMENTS FOR

HANDICAP ACCESS. THE TOP OF CURB WIDTH SHALL NOT BE INCLUDED WHEN

MEASURING SIDEWALK WIDTH.

16. TRAFFIC SIGNS AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR IN

ACCORDANCE WITH THE CA MUTCD, APPROVED PLANS, AND TO THE

SATISFACTION OF THE CITY ENGINEER.

17. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL

JOIN CONDITIONS FOR GRADING AND DRAINAGE WORK. IF CONDITIONS DIFFER

FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED

CONDITIONS HAVE BEEN EVALUATED.

18. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY

INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW

OF AVAILABLE RECORD DATA.

19. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY

DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT

SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING

HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER

AND ENGINEER HARMLESS FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

20. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS

AND/OR GEOLOGY REPORTS, AND THE SITE CONDITIONS PRIOR TO COMMENCING

WORK.

21. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE

CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER BEFORE PROCEEDING WITH

THE WORK IN QUESTION.

22. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FORM THE CALIFORNIA

DIVISION OF INDUSTRIAL. SAFETY PRIOR TO THE CONSTRUCTION TRENCHES OR

EXCAVATIONS WHICH ARE 5 FEET OR DEEPER.

23. CONTRACTOR SHALL COMPLY WITH THE "CALIFORNIA STORM WATER BEST

MANAGEMENT PRACTICE HANDBOOK."

24. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF 48 HOURS IN

ADVANCE TO REQUEST A PRE-CONSTRUCTION MEETING TO DISCUSS THE CITY'S

CONSTRUCTION POLICIES AND PROCEDURES. THIS MEETING SHALL BE ATTENDED

BY THE CONTRACTOR PROJECT CIVIL AND GEOTECHNICAL ENGINEERS.

25. THE CONTRACTOR SHALL PROTECT ALL EXISTING PROPERTIES FROM DAMAGE IN

ACCORDANCE WITH SECTION 7-1.11 SPPWC. ACCESS TO PROPERTIES ADJACENT

TO ALL AREAS OF WORK SHALL BE MAINTAINED AT ALL TIMES.

26. ALL PAVEMENT JOIN LINES SHALL BE SAW-CUT IN STRAIGHT LINES EITHER

PARALLEL TO THE CURB OR AT RIGHT ANGLES TO THE ALIGNMENT OF THE STREET

CENTERLINE.

27. A.C. PAVEMENT LONGITUDINAL JOIN LINES SHALL BE CONSTRUCTED AT THE

EDGES OF TRAFFIC LANES. JOINS WILL NOT BE PERMITTED UNDER THE WHEEL

PATHS OF VEHICLES.

28. A TACK COAST SHALL BE APPLIED AT ALL SAW-CUT AND JOIN LINES UNDER THE

A.C. OVERLAYS AS SPECIFIED IN SECTION 39-402 OF THE STANDARD

SPECIFICATIONS.

BENCHMARK

ORANGE COUNTY DESIGNATION NO.: 3F-125-99

DESCRIBED BY OCS 2003 - FOUND 3 3

4" OCS ALUMINUM BENCHMARK DISK STAMPED "3F-125-99"

SET ON THE NORTHWEST CORNER OF A 4 FT. BY 22 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY PORTION OF THE INTERSECTION OF EL TORO ROAD AND MUIRLANDS

BOULEVARD, 250 FT. NORTHEASTERLY OF THE CENTERLINE OF MUIRLANDS BOULEVARD AND 52

FT. SOUTHEASTERLY FROM THE CENTERLINE OF EL TORO ROAD. MONUMENT IS SET LEVEL WITH

THE SIDEWALK.

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 10

SYMBOLS & ABBREVIATIONSSYMBOLS & ABBREVIATIONS

7/13/26

7/22/26

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 10

LOCALIZED PAVEMENT PATCHING DETAIL

NTS

TYPICAL SECTION : BAKE PARKWAY MILL & OVERLAY

STA. 19+71 TO STA. 54+56

NTS

TYPICAL SECTION : BAKE PARKWAY RECONSTRUCTION

STA. 54+56 TO STA. 73+00

NTS

PAVEMENT LEGEND

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UITILITY NOTES

CONSTRUCTION NOTES

CONSTRUCTION NOTES

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S POINTE DR.

CAPITAL DR.

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BAKE PARKWAY N

UTILITY NOTES

BAKE PARKWAY

BAKE PARKWAY

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 10

LINE LEGEND

PAVEMENT LEGEND

p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 10

N N

CRESCENT BAY DR

CONSTRUCTION NOTES

UTILITY NOTES

N

BAKE PARKWAY

BAKE PARKWAY

BAKE PARKWAY

PAVEMENT LEGEND

LINE LEGEND

p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 10

N

COMMERCENTRE DR

COMMERCENTRE DR CONSTRUCTION NOTES

BAKE PARKWAY

UTILITY NOTES

LINE LEGEND

p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 106

N

DETAIL A

SCALE: 1" = 10'

DETAIL F

SCALE: 1" = 10'

DETAIL G

SCALE: 1" = 10'

DETAIL H

SCALE: 1" = 10'

DETAIL I

SCALE: 1" = 10'

BAKE PARKWAYCR

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BAKE PARKWAY

BAKE PARKWAY

BAKE PARKWAY

DETAIL P

SCALE: 1" = 10'

CONSTRUCTION NOTES

UTILITY NOTES

LINE LEGENDPAVEMENT LEGEND

14' TREE

14' TREE

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 107

N

BAKE PARKWAY

DETAIL B

SCALE: 1" = 10'

DETAIL D

SCALE: 1" = 10'

N

NN

DETAIL C

SCALE: 1" = 10'

DETAIL E

SCALE: 1" = 10'

BAKE PARKWAY BAKE PARKWAY

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CONSTRUCTION NOTES

LINE LEGEND

UTILITY NOTES

BAKE PARKWAY

p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland

701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com

Since 1964

Los Angeles Ontario

Sacramento San Diego

San Francisco Boise

Dallas Denver

Phoenix Portland OF 108

N

BAKE PARKWAY

DETAIL J

SCALE: 1" = 10'

BAKE PARKWAY

DETAIL L

SCALE: 1" = 10'

BAKE PARKWAY

DETAIL K

SCALE: 1" = 10'

BAKE PARKWAY

DETAIL M

SCALE: 1" = 10'

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UTILITY NOTES

TJW ENGINEERING, INC.

Traffic Engineering &

Transportation Planning Consultants

9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com

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TJW ENGINEERING, INC.

Traffic Engineering &

Transportation Planning Consultants

9841 Irvine Center Dr., Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com

N.T.S.

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