Plans_-_Bake_Toledo_Improvements.pdf

B A

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PORTOLA

IRVINE

TRABUCO

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L A P

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RANCHO

SITE

PROJECT

NTS

TOLEDO

TITLE SHEET FOR:

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

CITY OF LAKE FOREST GENERAL NOTES:

DECLARATION OF RESPONSIBLE CHARGE

FOR THE PROJECT.

CONFINED TO REVIEW ONLY, AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES

I UNDERSTAND THAT THE CHECK OF PLANS AND SPECIFICATIONS BY THE CITY OF LAKE FOREST IS

BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED

CITY OF LAKE FOREST GENERAL NOTES (CONTINUED):

N.T.S.

VICINITY MAP

PROFESSIONAL.

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN

HOLD HARMLESS THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND

PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES

WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE

SHOWN ON THESE PLANS.

PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT

ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO

A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY

BY THE PREPARER OF THESE PLANS.

CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED

CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED

NOTICE TO CONTRACTOR:

ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE

DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS 5.

AND 302.

CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117

ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO INCREASE POLLUTION, CONTAMINATION, OR NUISANCE; OR

COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF

PERMITTEE MAY DISCHARGE MATERIAL OTHER THAN STORM WATER ONLY WHEN NECESSARY FOR PERFORMANCE AND 4.

DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE

DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED 3.

STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS.

CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT

LUBRICANTS, AND HYDRAULIC, RADIATOR, OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND

PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINTS FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANT, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD

CARRY WASTES OR POLLUTANTS OFF THE SITE. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID

PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN SUCH CONDITION THAT AN ANTICIPATED STORM DOES NOT 2.

PROHIBITED.

PROPERTY OWNERS THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS

THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND 1.

CITY OF LAKE FOREST ENVIRONMENTAL NOTES:

CITY OF LAKE FOREST EROSION CONTROL NOTES:

DATE: SIGNATURE:

ACCORDANCE WITH THE APPROVED PLANS.

THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND ENSURE THAT THE WORK IS IN 8.

PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT 7.

CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES.

GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE 6.

AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS.5.

5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.

ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 4.

EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.3.

FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE OR STOCKPILED AT CONVENIENT LOCATIONS TO

EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY 2.

CELL/HOME TELEPHONE NO.:WORK TELEPHONE NO.:

IN CASE OF EMERGENCY CALL:

SPECIFY ON PLANS:1.

SHEET INDEX

PUBLIC AGENCIES & UTILITIES:

IRWD FACILITIES SHALL BE INSTALLED OR ADJUSTED PER IRWD STANDARD DRAWINGS AND CONSTRUCTION MANUAL & PROCEDURE GUIDELINES.36.

CLEAN UP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION.

ENGINEER. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, CONTROLLING DUST AND OTHER NUISANCES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

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 35.

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

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

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:

ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REMOVED AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF SPPWC STANDARD PLANS. CURB

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 34.

THE BACKFILLING OF ALL TRENCHES SHALL BE TESTED AND MEET THE APPROVAL OF THE GEOTECHNICAL ENGINEER. BACKFILLING SHALL MEET THE REQUIREMENTS OF THE SSPWC.33.

UNLESS NOTED OTHERWISE, STATIONING ON PLANS ARE CENTERLINE STATIONING, AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY.32.

4-6

(PW 24T09)

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

714-796-9932SCE - KIM GURULE

469-886-4283VERIZON - DEAN BOYERS

714-634-5062SOCAL GAS DISTRIBUTION - EDWARD ALARCON

949-453-5300IRVINE RANCH WATER DISTRICT - DEVELOPMENT SERVICES

949-563-8861COX COMMUNICATIONS - MICHAEL KANE

949-724-7328CITY OF IRVINE (IRVINE TMC) - ___________

949-282-5233CITY OF LAKE FOREST - DOUG ERDMAN

714-963-7964AT&T DISTRIBUTION - JOSEPH FORKERT

714-618-9132AT&T GENERAL - VALENTINA GIBSON

MATTHEW H. VEGA RCE 85490 DATE

OCPW SPECIAL PROVISIONS

TRAFFIC SIGNAL MODIFICATION

SIGNAGE AND STRIPING

PLAN AND PROFILE

CURB RAMP DETAILS

TYPICAL CROSS SECTIONS

TITLE SHEET

THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY CONSTRUCTION SURVEYING NECESSARY TO COMPLETE THE WORK.31.

AT LEAST 48 HOURS PRIOR TO ANY WORK.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 1-800-227-2800, 30.

THE PAVING OPERATIONS.

THE END OF THE FINISHED GRADE OF THE PAVEMENT. GAS VALVE SLIP CANS AND LIDS SHALL BE ADJUSTED TO GRADE DURING

RESET SEWER MANHOLES, STORM DRAIN MANHOLES, WATER VALVES PER THE STANDARDS OF THE RESPECTIVE UTILITY AGENCY AT 29.

OF THE STANDARD SPECIFICATIONS.

A TACK COAT SHALL BE APPLIED AT ALL SAW-CUT AND JOIN LINES UNDER THE A.C. OVERLAYS AS SPECIFIED IN SECTION 39-402 28.

PERMITTED UNDER THE WHEEL PATHS OF VEHICLES.

A.C. PAVEMENT LONGITUDINAL JOIN LINES SHALL BE CONSTRUCTED AT THE EDGES OF TRAFFIC LANES. JOINS WILL NOT BE 27.

THE ALIGNMENT OF THE STREET CENTERLINE.

ALL PAVEMENT JOIN LINES SHALL BE SAW-CUT IN STRAIGHT LINES EITHER PARALLEL TO THE CURB OR AT RIGHT ANGLES TO 26.

WORK SHALL BE MAINTAINED AT ALL TIMES.

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC). ACCESS TO PROPERTIES ADJACENT TO ALL AREAS OF

THE CONTRACTOR SHALL PROTECT ALL EXISTING PROPERTIES FROM DAMAGE IN ACCORDANCE WITH SECTION 7-1.11 OF THE 25.

CONTRACTOR AND PROJECT CIVIL AND GEOTECHNICAL ENGINEERS.

MEETING TO DISCUSS THE CITY'S CONSTRUCTION POLICIES AND PROCEDURES. THIS MEETING SHALL BE ATTENDED BY THE

THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE TO REQUEST A PRE-CONSTRUCTION 24.

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

CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER.

THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE 22.

PROCEEDING WITH THE WORK IN QUESTION.

SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER BEFORE 21.

CONDITIONS PRIOR TO COMMENCING WORK.

THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGY REPORTS, AND THE SITE 20.

OF WORK ON THIS PROJECT.

THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE

CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD

PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY

THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL 19.

OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA.

THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN 18.

CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.

IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN

PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR GRADING AND DRAINAGE WORK. 17.

AND TO THE SATISFACTION OF THE CITY ENGINEER.

TRAFFIC SIGNS AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE CA MUTCD, APPROVED PLANS, 16.

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

COMPANY OR DISTRICT, AND THE U.S. POSTAL SERVICE SHALL BE CONSISTENT WITH MINIMUM REQUIREMENTS FOR HANDICAP

ABOVE GROUND STRUCTURES IN THE SIDEWALK, INCLUDING, BUT NOT LIMITED TO, FACULTIES OWNED BY THE CITY, ANY UTILITY 15.

RESULTS (E.G. SIEVE ANALYSIS, SAND EQUIVALENT, R-VALUE) PREPARED BY THE GEOTECHNICAL ENGINEER.

NOT COMMENCE UNTIL OBTAINING CITY ENGINEERS' APPROVAL OF THE COMPACTION REPORT WITH ALL OTHER APPROPRIATE TEST

AGGREGATE BASE SHALL BE CRUSHED AGGREGATE BASE OR CRUSHED MISCELLANEOUS BASE PER SPPWC. BASE PLACEMENT SHALL 14.

INSTALLATION OF MATERIAL.

AND CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S APPROVAL NO LESS THAN 20 DAYS PRIOR TO THE

THE STRUCTURAL SECTIONS HAVE BEEN ESTABLISHED BY THE GEOTECHNICAL/SOILS ENGINEER. ALL AGGREGATE BASE, ASPHALT, 13.

SIDEWALKS, AND PAVING.

ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTING CURBS, GUTTERS, 12.

CONFORMANCE WITH NPDES REQUIREMENTS.

DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. EROSION CONTROL MEASURES SHALL BE PROVIDED FOR ALL WORK IN 11.

PRIOR TO THE IMPLEMENTATION OF THE TRAFFIC CONTROL.

DAYS PRIOR TO THE IMPLEMENTATION OF THE TRAFFIC CONTROL. THE CITY ENGINEER'S WRITTEN APPROVAL MUST BE OBTAINED

UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). A TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER 20

TRAFFIC CONTROL PLANS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA MANUAL ON

EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR NOTIFICATION AND APPROVAL OF THE CITY ENGINEER. 10.

IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR.

AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING

FROM EACH COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR

COMPANIES. NEITHER THE CITY NOR THE ENGINEER ASSUMES RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION RECEIVED

UTILITY LOCATION AND DEPTHS SHOWN HEREON HAVE BEEN PLOTTED IN ACCORDANCE WITH THE DATA FURNISHED BY THE UTILITY 9.

REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT.

RECORD. THE SUPERVISING CIVIL ENGINEER OR HIS LICENSED SURVEYOR DESIGNEE SHALL RESET ALL SAID MONUMENTS PER THE

DESTROYED BY THESE OPERATIONS. ONCE FOUND, THE CONTRACTOR SHALL THEN NOTIFY BOTH THE CITY AND ENGINEER OF

CONTRACTORS SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR 8.

TO THE COMMENCEMENT OR CONTINUANCE OF WORK.

CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR 7.

CITY ENGINEER, THE CONTRACTORS WILL BE BILLED FOR SAID INSPECTION SERVICES.

DEPARTMENT. WHERE OVERTIME INSPECTION IS NEEDED, SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE

ALL WORK SHALL BE PERFORMED DURING CITY WORKING HOURS AND WILL BE SUBJECT TO INSPECTION BY THE PUBLIC WORKS 6.

HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK.

CONTRACTORS SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 5.

REQUIRED BY THE INSPECTOR, THE CONTRACTORS SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.

CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISIONS OF INDUSTRIAL REGULATIONS (CAL-OSHA) SAFETY STANDARDS. IF 4.

ENCROACHMENT PERMIT FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY PRIOR TO THE START OF ANY CONSTRUCTION.

IN THE REVISION BLOCK OF EACH SHEET WHERE SUCH APPROVAL HAS BEEN GIVEN. THE CONTRACTOR SHALL OBTAIN AN

NO DEVIATION FROM THESE PLANS SHALL BE MADE UNLESS A CHANGE ORDER IS APPROVED BY THE CITY ENGINEER AND NOTED 3.

IMPROVEMENTS.

PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR THE REVIEW AND APPROVAL PRIOR TO THE CONTINUANCE OF THE AFFECTED

THE CORRECTIONS OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL APPROPRIATE PLAN REVISIONS SHALL BE

APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR 2.

CONFLICT THE MOST STRINGENT STANDARD SHALL PREVAIL.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) "GREEN BOOK" AND CALTRANS STANDARDS. IN THE EVENT OF A

ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS, THE PROJECT SPECIFICATIONS, THE LATEST EDITION OF THE 1.

9/8/2025

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

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1-800-422-4133

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CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

DATE R.C.E. NO. 66116LINCOLN LO

APPROVED BY:

IRVINE CITY ENGINEER

MATTHEW H. VEGA

85490

CIVIL

R.C.E. No. 85490 EXP. DATE: 9-30-26

MATTHEW H. VEGA

DK DK MV

9/8/2025

ORANGE COUNTY FIRE MARSHAL

DATE

APPROVED BY:

PUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

60' 60'

WIDENING THIS SHEET

SEE DETAIL: PAVEMENT

CURB

EX MEDIAN

& GUTTER

EX CURB

& GUTTER

EX CURB

4'4'

NEAREST ADJACENT LANE LINE

SLURRY SEAL LIMIT TO THE

60' 60'

& GUTTER

EX CURB

CURB

EX MEDIAN

SECTION THIS SHEET

SEE TYPICAL MEDIAN

NEAREST ADJACENT LANE LINE

SLURRY SEAL LIMIT TO THE

& GUTTER

EX CURB

& GUTTER

EX CURB

WIDENING THIS SHEET

SEE DETAIL: PAVEMENT

WIDENING THIS SHEET

SEE DETAIL: PAVEMENT

(40')(40')

50'

5'

40'-45'

DAYLIGHT

DAYLIGHT

32'-40'

& GUTTER

EX CURB

& GUTTER

EX CURB

WIDENING THIS SHEET

SEE DETAIL: PAVEMENT

WIDENING THIS SHEET

SEE DETAIL: PAVEMENT

WALL

DECORATIVE

(40')(40')

40'

50'

5'

40'-45'

DAYLIGHT

DAYLIGHT

PROTECTED IN PLACE

EX MEDIAN CURB TO BE

TC PER PLAN

COLD PLANE

EX AC OVER AB

PLAN SET

PER SEPARATE

LANDSCAPING

PROP

EX AC OVER AB

2" (MIN.)

TC PER PLAN

PATTERN

CONCRETE COLOR AND

TO MATCH EX STAMPED

PROP STAMPED CONCRETE

PROTECTED IN PLACE

EX MEDIAN CURB TO BE

AND MEDIAN

REMOVE EX MEDIAN CURB

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

LEGEND

PROPOSED SIDEWALK

PROPOSED STAMPED CONCRETE MEDIAN

PROPOSED GRIND AND OVERLAY

PROPOSED ASPHALT CONCRETE PAVEMENT

ELEVATION: 379.842

CENTERLINE OF LAKE FOREST DRIVE. MONUMENT IS SET 18 IN. ABOVE THE SIDEWALK

SOUTHWESTERLY FROM THE CENTERLINE OF JERONIMO ROAD AND 63 FT. SOUTHEASTERLY FROM THE

AT THE SOUTHERLY PART OF THE INTERSECTION OF LAKE FOREST DRIVE AND JERONIMO ROAD, 40 FT.

THE EASTERLY CORNER OF A 2.5 FT. BY 4.5 FT TRAFFIC BOX PANEL FOOTING. MONUMENT IS LOCATED

DESCRIBED BY OCS 2003 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3JJ-27-99" SET ON

MONUMENT DESCRIPTION

CITY OF LAKE FOREST BENCHMARK STAMPED: "ORANGE COUNTY SURVEYOR BENCHMARK 3JJ-27-99"

BENCHMARK

51' 51'

3' 7'

VARIES 4' TO 14'

CL

BAKE PARKWAY

TYPICAL SECTION: A-A

NO SCALE

FROM STA 20+56.26 TO 22+38.28

VARIES 4' TO 4.3'

A

R/W

EASTERLY

EX

R/W

WESTERLY

EX

5'

SKWK

EX

SKWK

EX

5'

7 20

CITY OF LAKE FORESTCITY OF IRVINE

51' 51'

CL

BAKE PARKWAY

9'

SIDEWALK

EX

SIDEWALK

EX

9'

7' 7'

TYPICAL SECTION: B-B

NO SCALE

FROM STA 19+76.90 TO 20+56.26

VARIES 4.3' TO 14'

R/W

WESTERLY

EX

R/W

EASTERLY

EX

CITY OF LAKE FORESTCITY OF IRVINE

TYPICAL CROSS SECTIONS FOR:

CL

TOLEDO WAY

R/W

SOUTHERLY

EX

R/W

NORTHERLY

EX

R/W

SOUTHERLY

PROP

R/W

NORTHERLY

PROP

AA

(32')(32')

5'5'

BB

MAX

1.5%

MAX

1.5%1.5%

32'-37'

M

AX2:

VARIES

M

AX

2:1

VARIES

EXISTING OCFCD EASEMENT

PROPOSED OCFCD EASEMENT

TYPICAL SECTION: D-D

STA 61+41.93 TO 61+80.86

FROM STA 58+61.67 TO STA 59+43.00 &

NO SCALE

CL

TOLEDO WAY

R/W

SOUTHERLY

EX

R/W

NORTHERLY

EX

R/W

SOUTHERLY

PROP

R/W

NORTHERLY

PROP

:1 M

A X

AA

(32')(32')

5'5'

BB

MAX2:

MAX

1.5%

MAX

1.5%1.5%

32'-37'

VARIES

EXISTING OCFCD EASEMENT

PROPOSED OCFCD EASEMENT

NO SCALE

FROM STA 59+43.00 TO 61+41.93

TYPICAL SECTION: C-C

NO SCALE

TYPICAL MEDIAN SECTION

1'

S A

W C

U T

2'14'

NO SCALE

DETAIL: PAVEMENT WIDENING

4' VARIES 0' TO 10.4'

S A

W C

U T 1'

2'

TOP OF CURB ELEVATION PER PLAN

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T c p r i c k e n g c o m p r o j e c t s

C

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C i m p d g n

DATE

CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

R.C.E. No. 85490 EXP. DATE: 9-30-26

DATE R.C.E. NO. 66116LINCOLN LO

APPROVED BY:

IRVINE CITY ENGINEER

MATTHEW H. VEGA

85490

CIVIL

MATTHEW H. VEGA

MVDKDK

9/8/2025

PUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

DEMOLITION NOTES AND QUANTITY ESTIMATE

CONSTRUCTION NOTES AND QUANTITY ESTIMATE

REMOVE EXISTING PCC SIDEWALK

2 EA

A

B

C

D

E

REMOVE EXISTING PCC CURB AND GUTTER

F

REMOVE EXISTING CURB RAMP

REMOVE EXISTING AC PAVEMENT

REMOVE EXISTING STREET LIGHT

REMOVE EXISTING TREE

2 EA

G REMOVE EXISTING MEDIAN PAVING

PROTECT IN PLACE

SAWCUT FOR SMOOTH JOIN TO EX IMPROVEMENT

ENGINEER RECOMMENDATION. SEE DETAILS ON THIS SHEET

CONSTRUCT AC PAVEMENT AND AGGREGATE BASE PER SOILS

WITH W=24"

CONSTRUCT TYPE A2-8 CURB AND GUTTER PER SPPWC 120-3

2 EA

CONSTRUCT 4" THICK PCC SIDEWALK PER SPPWC 113-2

2 EA

11 LANDSCAPING PER SEPARATE PLANS

H 6 EAREMOVE EXISTING STREET SIGN

9 6 EA

13 2 EA

16 CONSTRUCT TYPE A1-8 CURB PER SPPWC 120-3

I REMOVE EXISTING MEDIAN CURB

DETAILS ON SHEET 3

CONSTRUCT CASE A - TYPE 1 CURB RAMP PER SPPWC 111-5 AND

3,693 LF

17 EA

262 LF

1,031 LF

4,085 SF

6,559 LF

263 LF

181 LF

632 SF

12 LF

21 LF

728 LF

736 LF

749 SF

18 1 EA

19 RELOCATE EXISTING UTILITY STRUCTURE

2" MIN. GRIND & AC OVERLAY

20 SLURRY SEAL STREET (TYPE II)

21 CONSTRUCT LOCAL DEPRESSION (CASE B) PER SPPWC 313-4

CONSTRUCT CURB INLET PER SPPWC 300-4. W AND V PER PLAN

CONSTRUCT 18" RCP STORM DRAIN PIPE (D-1500)

41,112 SF

188 SF

85 SF

18" WIDE CONCRETE GUTTER BEHIND WALL

CONSTRUCT RETAINING WALL PER SPPWC 618-3, TYPE A WITH

1.0' CURB FACE. 18" WIDE CONCRETE GUTTER BEHIND CURB

CONSTRUCT MODIFIED TYPE A1-8 CURB PER SPPWC 120-3 WITH

18 EA

2,072 SF

LIGHT CIRCUIT PER SCE REQUIREMENTS

INSTALL NEW STREET LIGHT AND CONNECT TO EXISTING STREET

ADJUST TO FINISH GRADE

STAMPED CONCRETE MEDIAN DESIGN AND COLOR

CONSTRUCT COLORED STAMPED CONCRETE MEDIAN TO MATCH EX

STAMPED CONCRETE COLOR

PAINT EXISTING MEDIAN NOSE THE SAME COLOR AS THE

RELOCATE SCE VAULT. WORK TO BE PERFORMED BY SCE

CONSTRUCT STREET SIGN PER SPPWC 180-0

E

X

EX

X

X

E

IR

IRR

IR

R

XA

X

X

T

CX

A

X

TO BE REMOVED

CURB AND GUTTER

EX EDGE OF

.0

.0

1' TYP

2'

EX R/W

EX R/W

PROP R/W

PROP R/W

5.0' 3.0'

8.0

8.0'

.0

PROP R/W

PROP R/W

EX R/W

EX R/W

EX R/W

' T

Y P

TO BE REMOVED

CURB AND GUTTER

EX EDGE OF

6.45'

5.39'

PROP SIGNAL POLE

PROP SIGNAL POLE

PROP SIGNAL POLE

PROP SIGNAL POLE

.8

TO BE CHARCOAL GRAY

TRUNCATED DOME COLOR

TO BE CHARCOAL GRAY

TRUNCATED DOME COLOR

.8 1'

|/4

FL 375.25

TC 375.92

3|/4

FL 375.10

TC 375.77

|/2

FL 375.17

0" CURB

FL 375.18

0" CURB

FL 375.16

FL 375.23

TC 375.90

FL 375.12

TC 375.79

.0

.9

(0.6%)

SIDEWALK

JOIN EX

(FS 376.02)

FS 375.77

.6

.6

.6

FS 375.91

FS 375.88

FS 375.86

FS 375.83

.6

.5

1.0%

M A

X

1.

TYP

.6

3.00' 5.75'

7.8%

.6

.6

.6

.6

.4

0.4%

FS 375.37

FS 375.41

|/4

FL 374.67

TC 375.34

3|/4

FL 374.94

TC 375.61

|/2

FL 374.99

0" CURB

FL 374.97

FL 374.80

TC 375.47

6.3

FL 374.98

TC 375.65

0.5%

2.

0%

1.3%

SIDEWALK

JOIN EX

(FS 375.09)

(0.6%)

M A

X1.

FS 375.61

1.2%

1.2%

1.2%

FS 375.40

FS 375.35

.5

FS 375.31

FS 375.35

.0

.0

.7

0.5%

2.1

2.

0%

3.

3%

1.8%

BAKE PARKWAY AND TOLEDO WAY NE QUADRANT

DETAIL AA: CURB RAMP NO. 1

BAKE PARKWAY AND TOLEDO WAY SE QUADRANT

DETAIL BB: CURB RAMP NO. 2

T Y P

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

CURB RAMP DETAILS FOR:

GRAPHIC SCALE 1" = 5'

2.5 0 105 155

IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL

TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED

DEGREASING; WASTES FROM STREET CLEANING; AND SUPER- CHLORINATED POTABLE WATER FROM LINE FLUSHING AND

CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL

FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED

PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO

TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED

EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OR

POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON- STORMWATER DISCHARGES) ARE PROHIBITED,

- CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR

COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS.

- AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE

CONSTRUCTION STAGING AREAS.

MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED

- ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST

TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

- RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED

RUNOFF.

TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR

- APPROPRIATE BMPS FOR CONSTRUCTION- RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED

SITE TO THE STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

- STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE

TO THE MAXIMUM EXTENT PRACTICABLE.

- SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS

OCPW WATER QUALITY COMPLIANCE SPECIFIC NOTES

0.5%

JOIN EX CURB AND GUTTER

(FL 375.32)

(TC 375.99)

25+60.23 BAKE PKWY 51.15' RT

FL 375.03

TC 375.70

58+61.67 TOLEDO WAY 40.00' LT

JOIN EX CURB AND GUTTER

(FL 374.39)

(TC 375.06)

24+13.24 BAKE PKWY 51.22' RT

FL 374.87

TC 375.54

58+61.87 TOLEDO WAY 37.00' RT

0" CURB

FL 375.02 HP

7.9%

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

O r p

S t d s d s c r i p t c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

C i m p d g n

DATE

CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

R.C.E. No. 85490 EXP. DATE: 9-30-26

MATTHEW H. VEGA

85490

CIVIL

MATTHEW H. VEGA

MVDKDK

9/8/2025

S

I R

R X

IRRX

I R

R X

I R

R X

IR

IRRX

X

X

X

T T

X

X

X

G

XE

XU

IR

CMX

I R

R X

IRRX

A

X

X

TCX

A

X

W

W

W

W W

S

W

(6

(5 ')(6

(5

(9

(9

EX R/W

EX R/W

EX C&G

EX C&G

EX SIDEWALK

EX SIDEWALK

EX SEWER

EX GAS

EX RECLAIMED WATER

EX TRAFFIC SIGNAL LINE

EX WATER

EX OVERHEAD ELECTRIC

EX TELEPHONE

EX TELEPHONE

NEAREST ADJACENT LANE LINE

SLURRY SEAL LIMIT TO THE

20 21 22 23 24 25

SCALE: HORIZ: 1"=20', VERT: 1"=4'

PROFILE:

20+00 21+00 22+00 23+00

1566.48'

N35°55'57"E

.9

N '1

"W

.0

N '4

"W

DETAIL BB

CURB RAMP NO. 2

A

C

SIDEWALK

C&G

MEDIAN

-380380-

370-

360- -360

-370

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

PLAN AND PROFILE FOR:

G

GRAPHIC SCALE 1" = 20'

10 0 4020 6020

E

BAKE PARKWAY

CITY OF LAKE FOREST

CITY OF IRVINE

57+75.59 TOLEDO WAY

24+85.23 BAKE PKWY=

TC (RT)

MEDIAN

F F

LEGEND

PROPOSED SIDEWALK

PROPOSED STAMPED CONCRETE MEDIAN

PROPOSED GRIND AND OVERLAY

PROPOSED ASPHALT CONCRETE PAVEMENT

T O

L E

D O W

A Y

D

PROPOSED SLURRY SEAL

PULLBOX

VALVE

AIR & VAC

20+24.73 2.34' LT MEDIAN

J O

(F L

.8

(T C

.4

.9

.2

R T

F L

.0

T C

.6

.6

.1

R T

F L

.0

T C

.7

.8

R T

F L

.2

T C

.9

L T

J O

IN

(F L

.4

(T C

.0

L T

F L

.2

T C

.8

L T

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

O r p

S t d s d s c r i p t c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

C i m p d g n

DATE

CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

ORANGE COUNTY FIRE MARSHAL

DATE

APPROVED BY:

DATE R.C.E. NO. 66116LINCOLN LO

APPROVED BY:

IRVINE CITY ENGINEER

MATTHEW H. VEGA

85490

CIVIL

MATTHEW H. VEGA

R.C.E. No. 85490 EXP. DATE: 9-30-26

MVDKDK

9/8/2025

PUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

A

C

D

E

REMOVE EXISTING PCC CURB AND GUTTER

F

REMOVE EXISTING CURB RAMP

REMOVE EXISTING AC PAVEMENT

REMOVE EXISTING STREET LIGHT

REMOVE EXISTING TREE

G REMOVE EXISTING MEDIAN PAVING

PROTECT IN PLACE

SAWCUT FOR SMOOTH JOIN TO EX IMPROVEMENT

DEMOLITION NOTES

CONSTRUCTION NOTES

DETAILS ON SHEET 3

CONSTRUCT CASE A - TYPE 1 CURB RAMP PER SPPWC 111-5 AND

ENGINEER RECOMMENDATION. SEE DETAILS ON SHEET 2

CONSTRUCT AC PAVEMENT AND AGGREGATE BASE PER SOILS

16 CONSTRUCT TYPE A1-8 CURB PER SPPWC 120-3

2" MIN. GRIND & AC OVERLAY

20 SLURRY SEAL STREET (TYPE II)

LIGHT CIRCUIT PER SCE REQUIREMENTS

INSTALL NEW STREET LIGHT AND CONNECT TO EXISTING STREET

ADJUST TO FINISH GRADE

STAMPED CONCRETE MEDIAN DESIGN AND COLOR

CONSTRUCT COLORED STAMPED CONCRETE MEDIAN TO MATCH EX

STAMPED CONCRETE COLOR

PAINT EXISTING MEDIAN NOSE THE SAME COLOR AS THE

CURB DATA

NO. DELTA OR BRG. RADIUS LENGTH REMARKS

N22°38'48"E

D = 13°18'30"

N35°57'17"E

190.00'

1.28'

44.13'

172.66'

D = 13°18'27" 190.00' 44.13'1

(T C

.4

J O

.2

J O

(T C

.0

T C

.9

0.67%

0.50%0.50%

T C

.7

T C

.6

(0.62%)

U

E

371372

X

X

X E

IR

C M

X

IRRX

I R

R X

IR

A X

X

UX

I R

R X

X T C

X

E

IRR

A

X

X

C M

X

X

W

W

W

W

W

S

X

C M

EX

X

X

I R

R X

X

W

W

X

X

IRRX

IR

I R

R X

I R

R

I R

R

X X

E E

I R

R X

IR

E

IR

R

X

PROP R/W

EX R/W

EX WATER

EX RECLAIMED WATER

(5

(3

(3

(5

(3

EX GAS

EX TRAFFIC SIGNAL LINE

EX SEWER

(3

EX OCFCD R/WPROP OCFCD R/W

368.67 IE

368.48 IE

370.19 IE

370.28 IE

PER EASEMENT DOCUMENT 2005000903393 RECORDED 9/5/2011

PARCEL F19-664 BEING A PORTION OF PARCEL GA 302-40.01,

(TYP)

LIMIT OF SLURRY SEAL

(TYP)

LIMIT OF SLURRY SEAL

(TYP)

LIMIT OF SLURRY SEAL

58 59 60 61

SCALE: HORIZ: 1"=20', VERT: 1"=4'

PROFILE:

58+00 59+00 60+00 61+00 62+00

375-

380- -380

-375

CL

TC (LT)

380-

375-

TC (RT) -380

-375

375- -375

15 16

19 20

TOLEDO WAY

B A

K E P

A R

K W

A Y A

A

A

A

B

BB

B

C

C

D

D

F

F

F

F F

F

F

F F F F

F F FF

TREE

H

H

LOT 10 POR OF LOT TR 671

RO CANADA DE LOS ALISOS

LOT U

N-TR7197

284.96'

N54°01'13"W

R=1400.00' L=288.48'

D=11°48'23"

.4

N '5

"E

.1

N '5

"E

DECORATIVE WALL

DECORATIVE WALL

18" STORM DRAIN

24" STORM DRAIN

PLAN: TOLEDO WAY

DETAIL BB

CURB RAMP NO. 2

DETAIL AA

CURB RAMP NO. 1

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

PLAN AND PROFILE FOR:

GRAPHIC SCALE 1" = 20'

10 0 4020 6020

57+75.59 TOLEDO WAY

24+85.23 BAKE PKWY=

H

4 LF

8 LF

15 LEGEND

PROPOSED SIDEWALK

PROPOSED GRIND AND OVERLAY

PROPOSED ASPHALT CONCRETE PAVEMENT

PROPOSED SLURRY SEAL

IRRIGATION METER

IRRIGATION METER

WATER METER

BACKFLOW PREVENTER

VALVE

AIR & VAC

.7

JOIN EX

(TC 375.06)

24+13.24 BAKE PKWY PCR 51.22' RT

JOIN EX

(TC 375.99)

25+60.23 BAKE PKWY PCR 51.15' RT

T C

.7

.6

P

.0

' L

T

T C

.5

.8

P

.0

' R

T

B E

G

T A

IN

R B

.0

.0

' R

T

F L

.2

T C

.8

.5

.3

L T

F L

.9

T C

.6

.0

L T

J

(T C

.9

.7

' L

T

F L

.9

T C

.6

.0

' R

T

F L

.3

T C

.0

.4

.0

' R

T

J

(T C

.0

.2

' R

T

E

D

W

L L

.0

' R

T W

A L L

F

A C

E

B E

L L

E

T A

IN

R B

.0

' R

T

W A

L L

F

A C

E

V .6

W .0

.1

F

L

T

.5

' R

T

L

F

M H

V .7

W .0

.3

.5

L T

M

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

O r p

S t d s d s c r i p t c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

C i m p d g n

DATE

CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

ORANGE COUNTY FIRE MARSHAL

DATE

APPROVED BY:

DATE R.C.E. NO. 66116LINCOLN LO

APPROVED BY:

IRVINE CITY ENGINEER

MATTHEW H. VEGA

85490

CIVIL

MATTHEW H. VEGA

R.C.E. No. 85490 EXP. DATE: 9-30-26

MVDKDK

9/8/2025

PUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

CURB RETURN

T C

.9

T C

.8

T C

.7

T C

.3

.0

T C

.3

.0

T C

.3

V

C

T C

.3

.0

T C

.2

.0

T C

.1

.3

P

T C

.1

.0

T C

.3

.0

T C

.3

.0

T C

.3

C

T C

.3

.0

T C

.6

T C

.8

T C

.2

C

T C

.2

.8

T C

.4

.8

T C

.6

.8

T C

.8

.8

C

E C

-0.80% 0.97%

G2=0.97%

G1=-0.80%

@ 59+60.00

PI=374.91

100' VC

G2=0.80%

G1=0.97%

@ 61+40.86

PI=376.66

80' VC

(-0.80%)

(0.80%)

K

Y

R

(T C

.9

J O

0.97%

0.97%

J O

(T C

.9

.5

B C

-0.80%

L E

Y

T C

.7

P C

R

OCFCD ULTIMATE RIGHT-OF-WAY

RIGHT-OF-WAY

OCFCD ULTIMATE|/4 L=13.76'

|/4=22°31'08"

L=55.02'

(F S

.0

.0

(F S

.8

.0

(F S

.4

.0

(F S

.1

.0

(F S

.5

.0

(F S

.0

.0

(F S

.5

.0

(F S

.0

.0

(F S

.4

.0

GRADE AT CL

ORIGINAL

T C

.5

T C

.2

.0

T C

.1

C

T C

.0

.0

T C

.9

T C

.0

.0

T C

.0

.0

T C

.1

.0

T C

.2

.0

T C

.3

C

T C

.6

T C

.0

T C

.4

C

T C

.4

.4

T C

.6

.4

T C

.7

.4

T C

.8

.4

C

E C

-0.80%

G2=1.20%

G1=-0.80%

@ 59+60.00

PI=374.75

100' VC

G2=0.72%

G1=1.20%

@ 61+30.44

PI=376.78

60' VCCURB RETURN

(0.72%)

(0.58%)

T C

.3

T C

.6

T C

.6

R

J O

(T C

.0

L E

R

-0.80%

1.20%

1.20% 1.20%

B C

J O

(T C

.0

T C

.6

H P

2.00'

|/4 L=13.73' |/4=22°28'44"

L=54.93'

REMOVE EXISTING PCC SIDEWALK

A

B

C

D

REMOVE EXISTING PCC CURB AND GUTTER

F

REMOVE EXISTING CURB RAMP

REMOVE EXISTING AC PAVEMENT

REMOVE EXISTING TREE

PROTECT IN PLACE

SAWCUT FOR SMOOTH JOIN TO EX IMPROVEMENT

WITH W=24"

CONSTRUCT TYPE A2-8 CURB AND GUTTER PER SPPWC 120-3

CONSTRUCT 4" THICK PCC SIDEWALK PER SPPWC 113-2

DEMOLITION NOTES

CONSTRUCTION NOTES

H REMOVE EXISTING STREET SIGN

DETAILS ON SHEET 3

CONSTRUCT CASE A - TYPE 1 CURB RAMP PER SPPWC 111-5 AND

ENGINEER RECOMMENDATION. SEE DETAILS ON SHEET 2

CONSTRUCT AC PAVEMENT AND AGGREGATE BASE PER SOILS

19 RELOCATE EXISTING UTILITY STRUCTURE

2" MIN. GRIND & AC OVERLAY

20 SLURRY SEAL STREET (TYPE II)

21 CONSTRUCT LOCAL DEPRESSION (CASE B) PER SPPWC 313-4

CONSTRUCT CURB INLET PER SPPWC 300-4. W AND V PER PLAN

CONSTRUCT 18" RCP STORM DRAIN PIPE (D-1500)

18" WIDE CONCRETE GUTTER BEHIND WALL

CONSTRUCT RETAINING WALL PER SPPWC 618-3, TYPE A WITH

1.0' CURB FACE. 18" WIDE CONCRETE GUTTER BEHIND CURB

CONSTRUCT MODIFIED TYPE A1-8 CURB PER SPPWC 120-3 WITH

10 ADJUST TO FINISH GRADE

RELOCATE SCE VAULT. WORK TO BE PERFORMED BY SCE

CONSTRUCT STREET SIGN PER SPPWC 180-0

CURB DATA

NO. DELTA OR BRG. RADIUS LENGTH REMARKS

D = 90°04'33"

N54°01'13"W

D = 03°05'00"

D = 04°40'25"

D = 89°54'54"

N54°01'13"W

D = 03°44'26"

D = 02°32'38"

35.00'

455.00'

1427.00'

35.00'

466.00'

2171.00'

55.02'

175.39'

24.49'

116.40'

54.93'

174.30'

30.42'

96.39'

E

371372

IR

IRRX

I R

R X

IR

A X

X

UX

I R

R X

X T C

X

E

IRR

A

X

X

X

W

W

W

W

W

S

EX

X

I R

R X

X

W

W

X

X

IRRX

IR

I R

R X

I R

R

I R

R

X X

E E

I R

R X

IR

E

IR

R

X

(3

(5

(3

(3

(5

EX TRAFFIC SIGNAL LINE

EX RECLAIMED WATER

EX SEWER

EX WATER

EX TRAFFIC SIGNAL LINE

EX RECLAIMED WATER

EX SEWER

EX WATER

EX GAS

PROP R/W EX R/W

EX R/W

PROP R/W

.7

W A

L L

.0

W A

L L

.7

W A

L L

.7

W A

L L

.0

W A

L L

W A

L L

.3

.5

58 59 60 61

SCALE: HORIZ: 1"=20', VERT: 1"=4'

PROFILE:

58+00 59+00 60+00 61+00 62+00

375-

380- -380

-375

TC (RT)

TOLEDO WAY

B A

K E P

A R

K W

A Y

LOT 10 POR OF LOT TR 671

RO CANADA DE LOS ALISOS

284.96'

N54°01'13"W

.4

N '5

"E

.1

N '5

"E

PLAN: TOLEDO WAY

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

PLAN AND PROFILE FOR:

380-

375-

-380

-375

WALL

RET

GRAPHIC SCALE 1" = 20'

10 0 4020 6020

57+75.59 TOLEDO WAY

24+85.23 BAKE PKWY=

.0

F S

.2

F

L

B E

T A

IN

R B

.0

' R

T

R E

T A

IN

R B

F

A C

E

.1

F S

.9

F

L

E

T A

IN

R B

.0

' R

T

R E

T A

IN

R B

F

A C

E

.1

F S

.9

F

L

B E

L L

.0

' R

T

W A

L L

F

A C

E

.7

F S

.5

F

L

.7

.0

' R

T

W A

L L

F

A C

E

.1

F S

.8

F

L .4

T

W

.7

E

C

.0

' R

T W

A L L

F

A C

E

.4

T F

.6

F S

.8

.0

T

W

.5

' R

T W

A L L

F

A C

E

.4

T F

.9

F S

.3

F

L

E

L L

.9

.0

' R

T W

A L L

F

A C

E

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

O r p

S t d s d s c r i p t c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

C i m p d g n

DATE

CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

MATTHEW H. VEGA

85490

CIVIL

MATTHEW H. VEGA

R.C.E. No. 85490 EXP. DATE: 9-30-26

MVDKDK

9/8/2025

PUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

.6

.6

.6

.6

.6

.6

.6

.6

.6

.6

.6

.9

.9

.9

.4

.4

.9

FG AT BACK OF WALL

TOP OF WALL

TOP OF FOOTING

BACK OF SIDEWALK ELEVATION

.6

.6

.0

1.0' CURB FACE

TYPE A1-8 CURB WITH

370.42 INV

EXISTING 18" STORM DRAIN

T C

.5

T C

.2

.0

T C

.1

C

T C

.0

.0

T C

.9

T C

.0

.0

T C

.0

.0

T C

.1

.0

T C

.2

.0

T C

.3

C

T C

.6

T C

.0

T C

.4

C

T C

.4

.4

T C

.6

.4

T C

.7

.4

T C

.8

.4

C

E C

-0.80%

G2=1.20%

G1=-0.80%

@ 59+60.00

PI=374.75

100' VC

G2=0.72%

G1=1.20%

@ 61+30.44

PI=376.78

60' VCCURB RETURN

(0.72%)

(0.58%)

T C

.3

T C

.6

T C

.6

R

J O

(T C

.0

L E

R

-0.80%

1.20%

1.20% 1.20%

B C

J O

(T C

.0

T C

.6

H P

2.00'

|/4 L=13.73' |/4=22°28'44"

L=54.93'

CONSTRUCTION NOTES

1.0' CURB FACE. 18" WIDE CONCRETE GUTTER BEHIND CURB

CONSTRUCT MODIFIED TYPE A1-8 CURB PER SPPWC 120-3 WITH

18" WIDE CONCRETE GUTTER BEHIND WALL

CONSTRUCT RETAINING WALL PER SPPWC 618-3, TYPE A WITH

STOP

STOP

E

S

I R

R X

IRRX

I R

R X

I R

R X

IR

IRRX

X

X

U

X

X

X

X

X

X

G

XE

XU

IR

CMX

I R

R X

IRRX

E

A

X

X

TCX

A

X

CMX

W

W

W

W W

S

X

C

MX

X

X

E

W

W

E

S

E

U U

E

XU

X

X

X

X

G

X E

X U

IR

C M

X

IRRX

I R

R X

IR

E

A X

X

UX

I R

R X

X T C

X

E

IRR

A

X

X

C M

X

X

W

W

W

W

W

S

X

C M

EX

X

X

I R

R X

X

W

W

X

X

IRRX

IR

I R

R X

I R

R

I R

R

X X

E E

I R

R X

IR

E

IR

R

X

(3

(5

(3

(5

(3

PROP R/W

EX R/W

EX R/W

PROP R/W

150'

EX R/W

EX R/W

EX R/W

CL

CL

PROP CURB

EX CURB

EX CURB

PROP CURB

(5

(6

(5

(9

(9

(6 ') (5

(5 ')(6

(5

(4

(9

(12')

(1

(12')

EX R/W

(6

(1

90'

AND STRIPING SEE BELOW

TOLEDO WAY SIGNAGE

AND STRIPING SEE ABOVE

BAKE PARKWAY SIGNAGE

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T

C

U s e r s b s t e p h e n s o n

D e s k t o p r p

S t d s d s c r i p t c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

C i v i l

P l a n

S e t s

C i m p d g n

DATE

CITY OF LAKE FOREST

SHT. OF

J-19542C

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

DATE R.C.E. NO. 66116LINCOLN LO

APPROVED BY:

IRVINE CITY ENGINEER

DK DK MVPUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

BIKE

LANE

CONSTRUCTION NOTES:

RM

STRIPING DETAIL

REMOVE AND SALVAGE

RELOCATE

TRAFFIC SIGNAL

RL

TS

RS

SB

PROPOSED SIGN & NAME XX-X

(XX-X)EXISTING SIGN & NAME

PAVEMENT MARKINGS PM

EXISTING STRIPING & MARKINGS

RMREMOVE

REMOVE CONFLICTING STRIPING

LEGEND

STREET CENTERLINE

PROPOSED RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

E=END

B=BEGIN

XXX

PAINT TWO COATS OF PAINT.

GRAPHIC SCALE 1"= 40'

2040 40 120 80

CONSTRUCTION NOTES:

STRIPING DETAIL

REMOVE AND SALVAGE

RELOCATE

TRAFFIC SIGNAL

RL

TS

RS

SB

PROPOSED SIGN & NAME XX-X

(XX-X)EXISTING SIGN & NAME

PAVEMENT MARKINGS PM

EXISTING STRIPING & MARKINGS

RMREMOVE

REMOVE CONFLICTING STRIPING

LEGEND

STREET CENTERLINE

PROPOSED RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

E=END

B=BEGIN

XXX

PAINT TWO COATS OF PAINT.

STREET IMPROVEMENTS

BAKE PARKWAY AND TOLEDO WAY

SIGNAGE AND STRIPING FOR:

59 60 61

C

IT

Y O

F L

A K

E F

O R

E S

T

C

IT

Y O

F I

R V

IN

E

57+75.59 TOLEDO WAY

24+85.23 BAKE PKWY=

8'

5'

11'

11'

10'

10'

11'

11'

(5')

(5')

(12')

(11')

(10' STRIPED MEDIAN)

(11')

(11')

GRAPHIC SCALE 1"= 40'

2040 40 120 80

TOLEDO WAY (50 MPH)PM

WHITE

X-WALK

RM

RM

1B

RMB

RM

38B

E 39

1B

PM

WHITE

X-WALK

RMB

B 38A

(50 MPH)

BAKE PARKWAY

RME E 39

12E RME

39AE RME

E B39 39A

E 39A B 39

RMB

E 38

E 38A

12B 1E

B 39A

RMB

RM

RM

12B 1E

29E RME

29E RME

B 22

E B22 29

IS INSTALL NEW SIGN R81(CA) AND R81B(CA).

RR REMOVE AND RELOCATE TO NEW POST.

RR

R81B(CA)

R81(CA)/IS

RR

(CUSTOMIZED "PARKING PROHIBITED" SIGN)RR

(R26(S)(CA))

R81(CA))

R26(S)(CA)

R36(CA) (7 TONS)

(R5-2

12E RME

20 21 22 23 24 25

(12')

(12')

(12')

(10')

(12')

(12')

(12')

(8')

(4' RAISED MEDIAN)

(8')

(12')

(12')

(12')

(10')

(12')

(12')

(12')

(8')

(4' RAISED MEDIAN)

(8')

CITY OF LAKE FOREST

CITY OF IRVINE

57+75.59 TOLEDO WAY

24+85.23 BAKE PKWY=

BAKE PARKWAY (50 MPH)

B

PM38B

PM RM

RM

RM

PM

PM

RMRMRM

RM

RM

RM

RM

RM

RM

RM

29E

TS

(50 MPH)

TOLEDO WAY

RM

B 12

PM

18'

GENERAL NOTES

CONTROL DEVICES (CA MUTCD), AND ANY ADDENDUMS THERE TO.

HYDRANTS IN ACCORDANCE WITH THE LATEST EDITION CALIFORNIA MANUAL ON UNIFORM TRAFFIC

BLUE RAISED REFLECTIVE PAVEMENT MARKER SHALL BE INSTALLED ADJACENT TO ALL FIRE 21.

BROWN" BACKGROUND.

ADVANCED STREET NAME SIGNS AND STREET NAME SIGNS SHALL BE WHITE LETTERS WITH "IRVINE 20.

LIGHT POLE IF PRESENT.

APPROVED EQUAL. CITY OF IRVINE SPECIAL SIGN R26EB SIGN SHALL BE INSTALLED ON STREET

SQUARE 12 GAUGE X 30-INCH SIGN POST ANCHOR PER THE CITY OF IRVINE REQUIREMENTS OR

ALL SIGN POSTS SHALL BE 2-INCH SQUARE 14 GAUGE PERFORATED TELESPAR WITH 2-1/4 19.

OVERLAY FILM.

ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE 18.

CROSSWALK SHALL CONFORM TO THE CITY OF IRVINE STANDARD PLAN NO. 203.17.

INSTALLATION.

STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY INSPECTOR PRIOR TO FINAL 16.

ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS.15.

NECESSARY BY THE CITY INSPECTOR.

THE CONTRACTOR SHALL UTILIZE A FLAGMAN DURING CONSTRUCTION WORK AS DEEMED 14.

INSPECTOR/REPRESENTATIVE TO ASSURE PUBLIC SAFETY AT ALL TIMES.

BE RESPONSIBLE FOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY

ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL 13.

PROPER FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET.

THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., TO ENSURE 12.

PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL CONSTRUCTION SIGNS, DELINEATORS, ETC., 11.

AND ANY ADDENDUMS THERE TO OR LATEST EDITION AND ALL O.S.H.A. REQUIREMENTS.

TRAFFIC CONTROL OF THE LATEST CA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO PART 6 - TEMPORARY 10.

BE SUBJECT TO APPROVAL BY THE CITY ENGINEER.

ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL 9.

OF IRVINE INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK.

WORK. IF CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON THESE PLANS, THE CITY

THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING 8.

HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

THE CONTRACTOR SHALL CONTACT THE CITY OF IRVINE INSPECTION SERVICES FOR INSPECTION 48 7.

TO THE SATISFACTION OF THE CITY INSPECTOR.

PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED 6.

OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED.

SANDBLASTING OR OTHER APPROVED METHOD BY THE CITY INSPECTOR PRIOR TO INSTALLATION

ALL CONFLICTING STRIPINGS, PAVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET 5.

PER MANUFACTURE'S RECOMMENDATIONS, TO THE SATISFACTION OF THE CITY INSPECTOR.

ALL GREEN THERMOPLASTIC BIKE PAVEMENT APPLICATIONS SHALL BE PREMARKED AND INSTALLED 4.

A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS.

ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. 3.

OR APPROVED EQUAL)

PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS (CALTRANS STANDARD METRIC STENCILS 2.

LATEST EDITION, THESE PLANS AND SPECIAL PROVISIONS.

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ANY ADDENDUMS THERE TO OR

SIGNING AND STRIPING SHALL CONFORM TO THE LATEST EDITION, AND REVISIONS OF CALIFORNIA 1.

RM

1E

38E 12 1E B

E B26 29

29B

RM

METHOD, PRIOR TO SLURRY SEAL.

WET SANDBLASTING OR A CITY-APPROVED

REMOVE EXISTING PAVEMENT MARKING BY

A CITY-APPROVED METHOD, PRIOR TO SLURRY SEAL.

REMOVE EXISTING PAVEMENT MARKING BY WET SANDBLASTING OR

BRIAN R. STEPHENSON

R.C.E. No. 69471 EXP. DATE: 6-30-26

S T

ATE

OF CALIF

O

N

IA

R E G

IS

T

ER

ED

PROFESSIONAL

ENG

IN

E E R

CIVIL

No. 69471

BRIAN R. STEPHENSON

R

JPJP BRS

PM

WHITE

X-WALK

PM

WHITE

X-WALK

8'4' 4'

PLANS; 4' MINIMUM

WIDTH VARIES SEE

NO SCALE

WITH DETAIL 39A ON BOTH SIDES

GREEN DASHED PATTERN LAYOUT

DETAIL "A"

SPECIFICATIONS

PER PROJECT

GREEN COLOR

39A

DETAIL

PAVEMENT MARKING.

GREEN ENNIS FLINT PRE-MARK THERMOPLASTIC

(PAINT)

TYPE IV(L)

(PAINT)

TYPE IV(L)

(PAINT)

TYPE IV(L)

(PAINT)

WHITE

X-WALK

PM

(PAINT)

WHITE

X-WALK

(PAINT)

WHITE

X-WALK

PM

(PAINT)

WHITE

X-WALK

PM

(THERMOPLASTIC)

TYPE IV(L) PM

(THERMOPLASTIC)

TYPE IV(L)

PM

PLASTIC)

(THERMO-

ARROW

LANE/

BIKE

10/3/25

U

X

X

G

XE

XU

IR

CMX

I R

R X

IRRX

A

X

TCX

I R

R

A

X

X

CMX

W

WW W

S

E X

E

W

W

E

S

E

X

IRR

X

I R

R X

XI

R

R X

IRRX

S T

ATE

OF CALIF

O

N

IA

R E G

IS

T

ER

ED

PROFESSIONAL

ENG

IN

E E R

CIVIL

No. 69471

BRIAN R. STEPHENSON

R J-19542-C

DATE APPROVAL

REVISIONS

NO.

PREPARED BY

DESIGNED BY: DRAWN BY: CHECKED BY:

DATE

C A

L L

YE

B

G I

D

UO

RFE

Underground Service Alert

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

O

1-800-422-4133

O C

T

C

U s e r s b s t e p h e n s o n

D e s k t o p r p

S t d s d s c r i p t c p r i c k e n g c o m p r o j e c t s

C

C i t y

L a k e

F o r e s t

S t r e e t

T r a f f i c

C

B a k e

T o l e d o

T r a f f i c

P l a n

S e t s

C

S i g d g n

DATE

CITY OF LAKE FOREST

SHT. OF

IN PUBLIC RIGHT-OF-WAY ONLY

APPROVED FOR CONSTRUCTION

9DATE:03-OCT-2025

FOR SIGNATURE

SEE TITLE SHEET

DATE R.C.E. NO. 66116LINCOLN LO

APPROVED BY:

IRVINE CITY ENGINEER

DK DK MV

9/8/2025

PUBLIC WORKS DIRECTOR

DOUGLAS ERDMAN, PE

BIKE

LANE

24 25 26

1'

2' 7'

8'

POLE MOUNTED EQUIPMENT.

REQUIRED FOR THE INTENDED OPERATIONS. SIGNAL RE-WIRE INCLUDES ALL WIRE TO

THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS

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

ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: BOLD=NEW

O2

O2

O2

O5

O5

O1

O1

O6

O6

O3 O8 O8 O8 O3

O7 O7O4O4

1-05

1-03

1 2 4

6 8

O

5 7

BARRIER

O O O

O O O O

O

2P

PHASE DIAGRAM

O

6P

4P

O

8P

O

O6P

O8P

O8P

O2PO2P

O4P

1-01

1-06

2-06

3-06

5-06

6-06

7-06

1-02

2-02

3-02

5-02

6-02

7-02

2-07

1-04

5-04

1-08

AB

AB

AB

AB

AB

2-04

1-07

6-049-04

2-08

6-085-08

2-03

AB

CC

AB

AB

O4

CB

AB

8'BL

12'

12'

12'

12'

12'

12'

8'BL

1310'

4'R.M.

R/W

R/W

12'

12'

12'

10'

12'

12'

12'

8'BL

8'BL

R/W

4'R.M.

R/W

AB

R

W

R

W

B L

B L

3DLC

EX.1.5"C.,

3DLC

EX.1.5"C.,

AB

AB

O4P

X-WALK

345' TO

X-WALK

345' TO

X

W A

L K

EX.2"C.,SIC

2DLC

EX.2"C.,SIC

2DLC

EX.2"C.,SIC

2DLC

EX.2"C.,SIC

3DLC,SIC

EX.1.5"C.,3DLC,SIC

EX.1.5"C.,

2DLC

EX.2"C.,

2DLC

EX.2"C.,

CB

BCR

ECR

B

B

A

A

10'

10'

NOT TO SCALE

POLE LOCATION DETAIL

EVPE A

O5O2 &

EVPE D

O8O3 &

EVPE C

O1 O6&

EVPE B

O4 O7&

12'

15'

RS

RS

RL

RL

#6E

W

W

R

W

R

W

5'

RS

O6P

CB

X

W A

L K

CONDUCTOR AND CONDUIT SCHEDULE

TOTAL

P

H

A

S

E

CABLE TYPE

OR

AWG SIZE

DLC

'B'

TYPE

TOTAL CABLES

LOOP DETECTOR

O1

O 2

O3

O4

O5

O6

O7

O8

CONDUIT FILL PERCENTAGES

CIRCUIT

POLE OR

3 CSC

12 CSC

5 CSC

2 4 5 6 7 8

#14 IISNS

BARE BOND WIRE

LUMINAIRE

TOTAL

#10

(EVP) OPTICOM CONTROL CABLE

CONDUIT SIZE

CONDUIT RUN

1 1 1 1 1

1 1 1

1 1 1 1 1

1 1 1 1 1 1

1 1 1 1 1

1 1

1 1 1 1 1

1 1

1 1

1 1

1 1 1 1 1 1 1 1 1

1 11

1 11

4 4 4 2 2 2

3 3 3 8 8 8

- 2

2 2 2 -

2 2 5 - 3 3

SIC CABLE 11 3---

1 2 1 1 2 4-

3" 3"2-4" 2-3" 2-4" 4-4"

1 1

1 1

STANDARD

BNO.

PEDESTRIAN

MTG.

PLACEMENT

PPBA QUAD

N

POLE AND EQUIPMENT SCHEDULE

TYPE HGT.

REQUIREMENTS

SPECIAL

VEHICLE

MTG.

M.A.

MTG.

POLE

M.A.

SIG

M.A.

LUM

L.E.D.

LUM

I.I.S.N.S.

RA,YA,GA R,Y,G XX=EXISTING XX=NEW R,Y,G,GA

1'

2'

5'

7'

8'

1A

1A

1A

1A

24-4-70

26-4-70

24-4-70

26-4-70

30'

30'

30'

30'

10'

10'

10'

10'

15'

15'

15'

15'

35'

EXISTING

9'

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

E

E

S

S

W

W

N

O 2

O 4

O 4

O 6

O 6

O 8

O 8

O 2

Bake

Toledo

Bake

Toledo

O 2 N

O 4 E ----1A

5' O 6 S

4' O 8 W

4' O 2 N ----

Bake

Bake

Toledo

10'

10'1A

15'

15'

15'

30'

30'

30'

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

SP-1-CS

50'29-5-100

50'29-5-100

55'29-5-100

87 WATT

87 WATT

87 WATT

87 WATT

89 WATT

89 WATT

89 WATT

55'

35'

55'

RL

RL

RS

RS

RS

2 4

2 3

2 4

10.5'

11' 3.5'

10'

10'

10.5'

2-MAS

2-MAS

2-MAS

2-MAS

SV-1-T

TV-1-T

SV-1-T

TV-1-T

TV-1-T

TV-1-T

SV-1-T

SV-1-T

TV-1-T

TV-1-T

SV-1-T

SV-1-T

SV-1-T

2-MAS

1-MAS

2-MAS

1-MAS

2-MAS

1-MAS

1F=17', F=16'2

1 2

1F=15', F=12'2

GENERAL TRAFFIC SIGNAL NOTES:

GRAPHIC SCALE 1"= 20'

10 0 402020

WAY IMPROVEMENTS

BAKE PARKWAY AND TOLEDO

BRIAN R. STEPHENSON

JP JP BRS

R.C.E. No. 69471 EXP. DATE: 6-30-26

TRAFFIC SIGNAL MODIFICATION FOR:

1 1 1

2 2 2

2-3"

1'POLE

POLE 2'

POLE 3

POLE 4

POLE 5'

POLE 6

POLE 7'

POLE 8'

SU

U

L

CHANNEL DETECTOR

I1

SU

U

L

CHANNEL

J1

DETECTOR

U

L J2

U

L J3

U

L I2

U

L I3

U

L I4

U

L J4

U

L J5

U

L I5

U

L I6

U

L J6

U

L J7

U

L I7

U

LI8

U

L J8

U

L J9

U

L

I9

U

L

U

L

I10

J10

U

L

U

L

U

L

U

L

I11

I12 J11

J12

U

L

U

L

U

L

U

L

I13

I14 J13

J14

DETECTOR SCHEDULE

O5&O2EVA-

EVC-O1 & O6

EVB-O4 & O7

EVD-O3 & O8

1-O5

1-O2

2-O2

3-O2

6-O2

4-O2

5-O2

1-O1

1-O6

2-O6

3-O6

6-O6

4-O6

5-O6

1-O7

2-O7

1-O4

2-O4

1-O3

2-O3

1-O8

2-O8

5-O8

3-O8

4-O8

O2 PED

O4 PED

O6 PED

O8 PED

FLASH

3-O4

4-O4

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

7DLC

EX.2"C.,SIC

RC

RC

RC

N

E

S

W

LOCATION

PUSH BUTTON

2-3"

(CA)

R73-6

(CA)

R73-6

LAKE FOREST

CITY OF

IRVINE

CITY OF

LAKE FOREST

CITY OF

IRVINE

CITY OF

AB

AB

VIDEO DETECTION CABLE

VIDEO DETECTION POWER

1(N)

1(N)

2(N)

2(N)

1(N)

1(N)

1(N)

1(N)

2(N)

2(N) 1(N)

1(N) 4(N)

4(N)

POLE-MOUNTED EQUIPMENT.

REQUIRED FOR THE INTENDED OPERATIONS. SIGNAL RE-WIRE INCLUDES ALL WIRE TO

BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS

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

ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: (N)=NEW

13.6% 15.4% 17.8% 17.3% 15.9% 14.6% 18.2%15.4%

BAKE PARKWAY (50 MPH)

BAKE PARKWAY (50 MPH)

T O

L E

D O W

A Y M

P H

T O

L E

D O W

A Y M

P H

APPROX. 1,900'

BAKE PKWY

JERONIMO RD/

SIC TO

EX.1.5"C.,

APPROX. 1,280'

ENTRADA/BAKE PKWY

CROMWELL-CALLE

EX.2"C.,SIC TO

APPROX. 1,430'

SERRANO RD/TOLEDO WY

EX.2"C.,SIC TO

120'

120'

(IP VIDEO) XXX COAX CABLE

CAT5E CABLE

(IP POWER) OUTDOOR RATED

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

(BIKE)

CONSTRUCTION NOTES:

RELOCATE EXISTING TYPE 2070E CONTROLLER AND CABINET TO NEW LOCATION AS SHOWN.

CONTRACTOR TO INSTALL NEW FOUNDATION PER CITY OF IRVINE STANDARD PLAN TS-9A AND

CONTRACTOR TO RELOCATE EXISTING EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT.

CONSTRUCTION PERMIT

ENCROACHMENT/MISCELLANEOUS

REGULATIONS FOR

THE STANDARD CONDITIONS AND

CONTRACTOR SHALL REFER TO

18. IN ADDITION TO THE ABOVE, THE

(INCLUDING SIDE STREETS), TO WARN THE PUBLIC OF THE WORK.

SHALL PROVIDE PORTABLE CHANGEABLE MESSAGE BOARDS IN ALL DIRECTIONS OF TRAVEL

17. AT LEAST TEN (10) WORKING DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR

TYPES OF WORK MAY ALSO BE REQUIRED AS DETERMINED BY THE CITY.

HOURS, WEEKEND WORK, ROAD CLOSURES, AND/OR DETOURS. NOTIFICATIONS FOR OTHER

PRIOR TO IMPLEMENTING ANY CONSTRUCTION WORK INVOLVING APPROVED: NON-WORKING

WITHIN A 1/4 MILE OF THE PROJECT LIMITS, AND THE CITY OF IRVINE TWO (2) WEEKS

16. THE CONTRACTOR SHALL NOTIFY HOMEOWNERS ASSOCIATIONS, BUSINESSES, AND RESIDENTS

SHALL BE SENT TO: RoadWorkCoordination@cityofirvine.org

ROAD CLOSURE, AND/OR IMPLEMENTING ANY DETOUR OF TRAFFIC. E-MAIL NOTIFICATIONS

SIGNALIZED INTERSECTION (MEASURED FROM THE NEAREST CURB), IMPLEMENTING ANY

FOUR (4) WORKING DAYS PRIOR TO COMMENCING ANY WORK WITHIN 250 FEET OF ANY

SAFETY), TRAFFIC ENGINEERING, CD INSPECTION AND CIP INSPECTION (IF APPLICABLE),

CONTROL (ITRAC), SIGNAL OPERATIONS AND MAINTENANCE, POLICE DEPARTMENT (PUBLIC

15. THE CONTRACTOR SHALL NOTIFY BY E-MAIL THE CITY OF IRVINE TRAFFIC RESEARCH AND

HEREIN.

DIRECTION DURING CONSTRUCTION ON ARTERIAL HIGHWAYS UNLESS OTHERWISE APPROVED

14. THE CONTRACTOR SHALL MAINTAIN AT LEAST TWO LANES OF TRAFFIC IN EACH

13. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES.

CLOSURE.

12. FLASHING ARROW BOARDS SHALL BE USED FOR EACH TRAFFIC LANE OR BIKE LANE

LEAST FOUR (4) WORKING DAYS PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL DEVICES.

11. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE INSPECTIONS (949) 724-6329 AT

CONSTRUCTION TO THE SATISFACTION OF THE CITY INSPECTOR.

10. THE CONTRACTOR SHALL RESTORE ALL PROPERTY DAMAGED OR REMOVED DURING

AT ALL TIMES DURING CONSTRUCTION.

TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY TO ASSURE SAFETY TO THE PUBLIC

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL

INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY

INSPECTOR.

EMERGENCY ACCESS SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE CITY

7. SAFE, ADEQUATE, CONTINUOUS AND UNOBSTRUCTED PEDESTRIAN, VEHICULAR AND

SHALL BE INSTALLED ON ALL TRAFFIC CONTROL DEVICES.

THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES. WARNING LIGHTS

6. WHEN THE TRAFFIC CONTROL PLANS HAVE BEEN APPROVED FOR 24 HOUR LANE CLOSURES,

DEVICES NOT IN USE.

THE END OF THE WORKDAY, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL

PAVING THE OPEN TRENCHES UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. AT

SHALL BE RETURNED TO THEIR FULL TRAFFIC USE BY PLATING OR BACKFILLING AND

5. DURING NON-WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAY LANES

COORDINATED WITH THE CITY INSPECTOR.

OTHERWISE APPROVED IN THE TRAFFIC CONTROL PLANS HEREIN AND APPROVED BY AND

4. NO WORK IS PERMITTED ON WEEKENDS, HOLIDAYS AND OBSERVED HOLIDAYS UNLESS

3:00 PM ON ALL STREETS, UNLESS…