36 38 40 42 44 46 48 50 52 54 5656

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37 38 39

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PULLMAN LN

SHEET 05

RIPLEY AVE

RIPLEY AVE

HADLEY LN

SHEET 06

SHEET 03

CLARK LN

SHEET 04

36 36

ANITA ST

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SHEET 02 62

64 64

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56 58 60 62 64 66 6868

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ROCKEFELLER LN

SHEET 07

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SHEET 08

1818 PINCKARD AVE

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SHEET 11

D O

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LI

TT

LE

D R

SHEET 10

2 4 6 8 10

ROBINSON ST

AV

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SHEET 09

2024 CURB RAMP DESIGN PROJECT JOB No. 40399GENERAL NOTES

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CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

NTS

TITLE SHEET

1. GENERAL NOTES APPLY TO ALL PLANS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES ENCOUNTERED DURING THIS PROJECT, AND SHALL NOTIFY THE CITY ENGINEER IMMEDIATELY OF ANY UNDOCUMENTED SUBSTRUCTURES. ANY DAMAGES TO UTILITIES AS A RESULT OF CONTRACTOR'S ACTION SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE

EXPENSE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION.

3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED TEMPORARY AND PERMANENT PERMITS, INCLUDING LICENSES, CERTIFICATES, INSPECTIONS, TESTS, AND SERVICE. COPIES OF APPLICABLE PERMITS AND AN APPROVED

SET OF PLANS SHALL BE AT THE JOB SITE AT ALL TIMES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH ALL UTILITIES.

5. THE CONTRACTOR SHALL PREPARE AN UPDATED AND DETAILED TRAFFIC CONTROL PLAN AS PART OF THIS PROJECT.

PLANS DEVELOPED BY THE CONTRACTOR SHALL BE PREPARED BY A REGISTERED CIVIL OR TRAFFIC ENGINEER AND SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR APPROVAL AT LEAST TEN (10) WORKING DAYS PRIOR TO THE BEGINNING OF WORK. NO WORK SHALL COMMENCE PRIOR TO THE APPROVAL OF THE TRAFFIC CONTROL PLAN PLANS BY THE CITY ENGINEER. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, FLASHING ARROW BOARDS, AND ANY OTHER TRAFFIC CONTROL WARNING DEVICES IN GOOD WORKING CONDITIONS, INCLUDING FLAGMAN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). CORRECTIVE COST TO THE CITY WILL BE CHARGED TO THE CONTRACTOR.

6. TEMPORARY "NO PARKING" SIGNS (11' X 17") CONTAINING CONSTRUCTION TIMES, CONSTRUCTION DATES, AND A

REFERENCE TO CVC22651(L) MUST BE POSTED 72 HOURS PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL HAND DELIVER "NOTICE TO TENANTS" TO ALL AFFECTED BUSINESSES AT LEAST THREE (3) DAYS PRIOR TO THE START OF CONSTRUCTION. BUSINESSES SHALL ALSO BE INFORMED VIA NOTICES OF ANY SIGNIFICANT CHANGES TO THE PROJECT SCOPE OR SCHEDULE. ALL NOTICES MUST BE APPROVED BY THE CITY ENGINEER AND/OR THEIR REPRESENTATIVE PRIOR TO DISTRIBUTION. ALLOW THREE (3) WORKING DAYS FOR NOTICE REVIEW. COST FOR A NOTIFICATION SHALL BE INCLUDED IN THE BID PRICE FOR CONSTRUCTION STAGING AND

TRAFFIC CONTROL.

8. CONSTRUCITON WILL NEED TO BE COORDINATED WITH THE TRASH AND STREET SWEEPING SERVICES, WHICH ARE SCHEDULED ONCE A WEEK. RESCHEDULING OF TRASH OR STREET SWEEPING SERVICES TO ANOTHER DAY WILL NOT BE PERMITTED. CANCELLATION OF TRASH OR STREET SWEEPING SERVICES FOR ANY WEEK WILL NOT BE

PERMITTED.

9. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEY WORK NECESSARY FOR CONSTRUCTION. CONTRACTOR SHALL PROTECT IN PLACE OR REPLACE AFFECTED SURVEY MONUMENTS IN ACCORDANCE WITH CALIFORNIA REGULATIONS AND COUNTY SURVEYOR REQUIREMENTS. COPIES OF APPROVED MAPS SHALL BE SUBMITTED TO THE CITY.

10. ALL WORK SHALL CONFORM TO THE 2021 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC), 2021 STANDARD SPCIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), AND ALL SUPPLEMENTS/AMENDMENTS

THERETO.

11. THE CITY ENGINEER AND/OR THEIR REPRESENTATIVE SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO THE

REMOVAL OF EXISTING TRAFFIC STRIPES, PAVEMENT LEGENDS, OR SIGNS.

12. ALL COMPACTION AND FIELD DENSITY SHALL CONFORM TO SECTIONS 301 AND 302 OF THE LATEST EDITION OF APWA

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONTRACTOR SHALL SUBMIT

CONCRETE/ASPHALT CLASS CERTIFICATIONS TO CITY ENGINEER AND/OR THE REPRESENTATIVE AT CONTRACTOR'S

EXPENSE PRIOR TO THE NEXT PHASE OF WORK.

13. CONTRACTOR SHALL SUBMIT COPIES OF ASPHALT WASTE DISPOSAL. TICKETS FROM THE RECYCLING SOURCE TO

THE CITY ENGINEER AND/OR THEIR REPRESENTATIVE.

14. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS, EXISTING AND FINISH SURFACE ELEVATIONS, CONDITIONS, ETC. AT THE JOB SITE BEFORE SUBMITTING A BID OR COMMENCING WORK. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES OR ERRORS IN THE PLANS TO THE CITY ENGINEER AND/OR THEIR

REPRESENTATIVE.

15. NO CHANGES IN THE PLAN SHALL BE MADE OR EXTRA WORK PERFORMED WITHOUT WRITTEN APPROVAL OF THE

CITY ENGINEER AND/OR THEIR REPRESENTATIVE.

16. CONTRACTOR SHALL RESET ALL SURVEY TIE/MONUMENTS AND SHALL PRESENT THE CITY ENGINEER AND/OR THE REPRESENTATIVE WITH A SURVEY DOCUMENT STAMP APPROVED BY A LICENSED ENGINEER/SURVEYOR.

17. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE BOXES, ETC. TO FINISH GRADE AT THE CONTRACTOR'S

EXPENSE.

NPDES GENERAL NOTES

1. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLES TRACKING, OR WIND AS REQUIRED BY THE

STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.

2. 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 AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.

3. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES AND MUST NOT BE

DISCHARGED TO RECEIVING WATERS OR TO THE LOCAL STORM DRAIN SYSTEM.

4. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTIVES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED

CONSTRUCTION STAGING AREAS.

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

COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

6. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OR MATERIALS OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHROIZED BY AN INDIVIDUAL NPDES PERMIT OR THE STATEWIDE GENERAL

CONSTRUCTION STORMWATER PERMIT.

7. POTENTIAL POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS, WASTES FROM PAINTS, STAINS, SEALANTS, DETERGENTS, GLUES, LIME, PESTICIDE, HERBICIDE, 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, FLOATING WASTES, WASTES FROM STREET

CLEANING, AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.

8. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE AND PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

9. DISCHARGING CONTAMINATED GROUNDWATER, PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DEWATERING AND DISCHARGING OF UNCONTAMINATED GROUNDWATER TO THE STORM DRAIN SYSTEM OR

SURFACE WATERS REQUIRES NOTIFICATION TO THE CITY OF REDONDO BEACH.

10. CONSTRUCTION ACTIVITIES INCLUDING CLEARING, GRADING, AND EXCAVATING THAT RESULT IN LAND DISTURBANCES OF EQUAL TO OR GREATER THAN ONE ACRE ARE COVERED BY THE NATIONAL DISCHARGE ELIMINATION SYSTEM GENERAL CONSTRUCTION PERMIT. IN THAT CASE THE CONTRACTOR SHALL PROVIDE TO THE CITY ITS STORM WATER POLLUTION

PREVENTION PLAN PER THE PROJECT SPECIAL PROVISIONS.

SHEET INDEX

SHEET DESCRIPTION

01 TITLE SHEET

02 ANITA STREET AND HARKNESS LANE

03 RIPLEY AVENUE AND MEYER LANE

04 RIPLEY AVENUE AND PULLMAN LANE

05 RIPLEY AVENUE AND HIGH LANE

06 RIPLEY AVENUE AND HADLEY LANE

07 ROCKEFELLER LANE AND PERKINS LANE

08 CONDON AVENUE AND FIRMONA AVENUE

09 ROBINSON STREET AND AVIATION PLACE

10 DOOLITTLE DRIVE

11 PINCKARD AVENUE AND VAIL AVENUE

12 VINCENT STREET AND IRENA AVENUE

AGENCY CONTACTS

NO SCALE

DIGALERT 811

CALIFORNIA WATER SERVICE CHAD ROTH (310) 257-1400

CHARTER ANTHONY XANTHIS (310) 750-9185

FRONTIER COMMUNICATIONS DAN HAYES (310) 793-4195

LACDPW - FLOOD MAINTENANCE ADAM LEE (626) 458-6185

LACDPW - ROAD DEPT. DARYLL W. CHENOWETH (626) 458-4146

SOUTHERN CALIFORNIA EDISON MAP REQUESTS BLDG D (714) 796-9932

SOUTHERN CALIFORNIA EDISON DESIGN SUPPORT / UND (562) 903-3167

SCG - DISTRIBUTION (714) 634-5067

SCG - TRANSMISSION (818) 701-4546

VERIZON MATT BERGINE (909) 879-2635

WEST BASIN MUNICIPAL WATER DIST. FRANK FUCHS (310) 660-6255GENERAL STRIPING NOTES

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

1. GENERAL STRIPING NOTES APPLY TO ALL STRIPING PLANS.

2. STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL BE INSTALLED PER THE

LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA

MUTCD) AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)

STANDARD PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.

3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE COMPLETELY REMOVED BY

WET SANDBLASTING PRIOR TO INSTALLATION OF NEW STRIPING AND MARKINGS.

4. WHEN PAINT IS SPECIFIED, STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT WITH GLASS BEADS. MATERIAL SHALL CONFORM TO SPECIFICATION 8010-004 (TYPE II) FOR GLASS BEADS.

APPLICATION SHALL CONFORM TO CALTRANS STANDARD SPECIFICATION SECTION 84-3.

CONTRACTOR SHALL VERIFY LATEST MATERIALS SPECIFICATIONS AND SHALL NOTIFY CITY

ENGINEER AND/OR HIS REPRESENTATIVE OF ANY CHANGE PRIOR TO INSTALLATION.

5. WHEN THERMOPLASTICS IS SPECIFIED, STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD

THERMOPLASTIC WITH GLASS BEADS. MATERIAL SHALL CONFORM TO SPECIFICATION 8010-004

(TYPE II) FOR GLASS BEADS. APPLICATION SHALL CONFORM TO CALTRANS STANDARD

SPECIFICATION SECTION 84-2. CONTRACTOR SHALL VERIFY LATEST MATERIALS SPECIFICATIONS

AND SHALL NOTIFY CITY ENGINEER AND/OR HIS REPRESENTATIVE OF ANY CHANGE PRIOR TO

INSTALLATION.

6. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT CROSSWALKS SHALL END 10 FEET

FROM THE EXTENSION OF THE INTERSECTION CURB LINE.

7. ALL LANE LINES AT INTERSECTION APPROACHES AND DEPARTURES SHALL BEGIN AND END WITH

50 FEET OF SOLID LINE UNLESS OTHERWISE SHOWN.

8. ALL CENTERLINE STRIPING AT INTERSECTION APPROACHES SHALL BE DOUBLE YELLOW FOR A

DISTANCE OF 50 FEET UNLESS OTHERWISE SHOWN.

9. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE(S) OR TOP OF CURBS AS APPROPRIATE. ACTUAL LANE WIDTHS MAY VARY FROM

THOSE SHOWN ON PLAN(S) DUE TO TOPOGRAPHY AND STREET CURVATURE. ANY CHANGES TO

STRIPED LANE WIDTHS FOR THOSE SHOWN ON PLAN(S) REQUIRE APPROVAL BY THE CITY ENGINEER

AND/OR HIS REPRESENTATIVE PRIOR TO CAT--TRACKING.

10. ALL STRIPING SHALL BE CAT-- TRACKED AND APPROVED BY THE CITY ENGINEER AND/OR HIS REPRESENTATIVE PRIOR TO FINALINSTALLATION. A MINIMUM OF THREE DAYS NOTICE MUST BE

PROVIDED TO THE CITY ENGINEER AND/OR HIS REPRESENTATIVE, (310) 318-0661, FOR

APPROVAL OF CAT-TRACKING AND/OR STRIPING.

11. ALL TWO-WAY, BLUE RETROREFLECTIVE PAVEMENT MARKERS, TYPE D, FOR FIRE HYDRANT

LOCATIONS ARE TO BE RESTORED. NUMBER OF MARKERS TO BE VERIFIED BY CONTRACTOR.

12. ALL COSTS TO RESTORE STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS TO MATCH THE EXISTING CONDITION PER THE PRECEDING NOTES SHALL BE INCLUDED IN THE BID PRICE.

13. ALL STRIPING TO BE PROPOSED OR REPLACED WILL BE COMPLETED BY THE CITY.

ABBREVIATIONS & LEGEND

FIRE HYDRANT

POWER POLE

TRAFFIC SIGN POLE

WATER METER

WATER VALVE

FH

PP

TS

WM

WV

PROPOSED PCC CONCRETE

RIGHT OF WAY

PROPERTY LINE

CENTERLINE

BASIS OF BEARINGS & COORDINATES:

THE BEARINGS & COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 5, (CSRS EPOCH 2017.50) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES & BEARINGS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:

CSDH LATITUDE: 33°51'41.314610"

LONGITUDE: -118°15'24.142307"

ELLIPSOID HEIGHT (METERS): -8.4588

σ LATITUDE (METERS): 0.000996 σ LONGITUDE (METERS): 0.001011 σ ELLIPSOID HEIGHT (METERS): 0.002776

PVHS LATITUDE: 33°46'46.030012"

LONGITUDE: -118°22'19.752183"

ELLIPSOID HEIGHT (METERS): 260.2761

σ LATITUDE (METERS): 0.001073 σ LONGITUDE (METERS): 0.001061 σ ELLIPSOID HEIGHT (METERS): 0.002952

WRHS LATITUDE: 33°57'29.342585"

LONGITUDE: -118°25'39.344545"

ELLIPSOID HEIGHT (METERS): 8.5595

σ LATITUDE (METERS): 0.001149 σ LONGITUDE (METERS): 0.001205 σ ELLIPSOID HEIGHT (METERS): 0.003321

GRID FACTOR:

COMBINATION FACTOR: 0.999958779699

CALCULATION METHOD: PROJECT AVERAGE COMBINED FACTOR

NOTES:

ALL DISTANCES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. AS SHOWN HEREON, ELEVATION REFERS TO THE GEOID 18 DERIVED CALIFORNIA ORTHOMETRIC HEIGHT (“COH88”) OR EQUIVALENT OF ANY GIVEN POINT CALCULATED IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 (“NAVD88”), AND HEIGHT REFERS TO THE ELLIPSOID HEIGHT AT THE CALIFORNIA GEODETIC

COORDINATE USED TO CALCULATE THE COMBINATION FACTOR.

DISTANCES SHOWN HEREON ARE GRID DISTANCES. TO APPROXIMATE GRID DISTANCES MULTIPLY

SAID DISTANCES BY THE COMBINATION FACTOR PROVIDED HEREON.

PROJECT BENCHMARK:

LOS ANGELES COUNTY PUBLIC WORKS SURVEY

SECTION BENCHMARK NUMBER QY11324

QUAD: TORRANCE

QUAD YEAR: 2013

DESCRIPTION: LACO BM TAG IN N CB 6.5FT W/O BCR @ NW COR EARL ST & TORRANCE BL

PUBLISHED ELEVATION: 104.744 FEET

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT VERIFIED BY SURVEY, COORDINATE

WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES SHOWN ON PLAN FOR QUANTITIES AND

BIDDING PURPOSES ONLY.

CONTRACTOR

Δ1Δ1 7/17/26 ADD AND REVISE NOTES

Δ1

& 5A

A

& 8A

Δ1

Δ1

2.0'

OP OP OP OP OP OP OP OP OP OP OP

TS

WM

WV

35 5

45 40 5

PTRAFFIC

SIGNAL

10.0'

R/W

BCR 10+53.94, -19.33 LT

(177.03) TC, (176.43) FL

JOIN EXISTING

N:1770736.27 E:6445937.90

STA 29+21.72, -45.63 LT

172.53 TC, 172.53 FS

JOIN EXISTING

STA 29+21.70, -38.56 LT

(172.33) TC, (171.82) FL

JOIN EXISTING

N:1770712.22 E:6445914.38

PCATCH BASIN

1.2'

A

APULL BOX

5.4'

4.0'

174.41 TC

173.91 FS173.33 FS

0" CF

175.01 TC

174.51 FS

173.85 TC/FL

0" CF

0" CF

174.47 TC/FL

2.0%

1.5%

10+42.00, -24.59 LT

C/L RAMP, HAR

(2.8%

ECR 29+31.70, -38.56 LT

173.19 TC, 172.69 FL

(0.5%)

(177.04) FS

0" CF

PEX. CMU WALL 4.6'

(176.60) FS

JOIN EXISTINGB

3.0'

2.3'

1.2'

.2'

11.2'

7.

0'

2.0'

7.7%8.0%

.8%

.9%

15.5%

.7

7.5%

OP

OP

OP

OP OP OP OP OP OP OP OP

O P

O P

O P

O P

O P

O P

O P

O P

O P

OP OP OP OP

O P

O P

O P

O P

O P

O P

O P

OSIG

OSIGD

WV

TS

STA 29+94.62

0" CF

178.17 FL

STA 10+63.68

0" CF

179.55 FL

STA 10+65.98

180.22 TC

179.61 FS

STA 10+62.93

179.57 TC

179.04 FS

STA 10+65.22

179.70 TC

179.09 FS

STA 29+99.54

179.08 TC

178.28 FS

18.5%

1.5

R/W

P SIGNAL POLE

P STREET LIGHT POLE

AFIRE HYDRANT

P CATCH BASIN

STA 30+09.19, -38.49 LT

(178.14) TC, (177.64) FL

JOIN EXISTING

N:1770743.38 E:6445996.08

STA 30+09.12, -47.03 LT

178.30 FS, 0" CF

STA 10+79.28, 15.44 RT

(182.30 ) TC, (182.30) BW

JOIN EXISTING

STA 10+79.19, 11.44 RT

(182.32 )TC, (181.79) FL

JOIN EXISTING

N:1770763.57 E:6445966.01

D

C

11.5'

15.9'

4.1'

P EX. CMU WALL

APULL BOX

E

.0

7.1

8.1'

STA 30+13.12, -47.05 LT

(178.78) FS

JOIN EXISTING

(178.36)

FS

2.0% 5.2%

C/L RAMP, HAR

10+59.93, 18.31 RT

3.2'

12.0%

0.2%

4.0'

0.5% 12%

5.5%

REMOVE

SHRUB

REMOVE

SHRUBS

0.5%

.8

3.0%

R/W

1.3'

2.0' 1.2'

OP

OP

OP

OP

OP

OP

OP

x x x x x x xxxx

TS

TSC

TS

35 5

55.5'

4.0'

R/W

PSIGNAL CABINET

PSIGN

PSTREET LIGHT

POLE

PCHAIN LINK

FENCE

APULL BOX

PULL BOX

R SIGN

PSIGNAL POLE

ECR 29+06.30, 31.47 RT

(171.15) TC, (170.48) FL

JOIN EXISTING

N:1770641.30 E:6445924.95

STA 29+06.29, 39.26 RT

171.38 FS

BCR 9+47.14, -22.25 LT

(172.62) TC, (172.14) FL

JOIN EXISTING

N:1770628.08 E:6445956.15

STA 9+42.31, -36.22 LT

(172.22) FS

JOIN EXISTING

2.0'

TO

FROM

A

H

0" CF

172.04 TC / FL

0" CF

171.97 TC / FL

(171.36) FS

JOIN EXISTING

7.3'

2.0'

1.5%

172.73 FS

0" CF

4.0'

172.59 TC

172.09 FS

11.0'

13.0'

171.86 TC

171.18 FL

7.3'

171.97 FS

0" CF

I

J

29+25.67, 41.03 RT

C/L RAMP, ANI

1.2' 2.0'

8.0%

0.8%

9.9'5.0'

172.16

FS

172.70

FS

10.0% (172.23) FS

2.0%

6.6% 9.0'

7.8%

1.0%

4.5%

9.

6%

5.9%

R/W

6.

0%

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P xxxxx x x x x x x x x x

OSIG

OSIGD

TS

STA 29+90.42

176.94 TC

176.27 FL

P STORM DRAIN

MANHOLE

P TRAFFIC SIGNAL

5.6'

R/W

A PULL BOX

PPARKWAY

STA 9+52.76, 32.91 RT

(174.71) FS

JOIN EXISTING

STA 9+52.82, 28.97 RT

(174.67) FS

JOIN EXISTING

STA 9+58.73, 19.33 RT

175.16 TC, 174.66 FL

STA 30+02.61, 31.49 RT

(177.58) TC, (176.92) FL

JOIN EXISTING

N:1770675.67 E:6446014.96

STA 30+02.62, 36.86 RT

(177.66) FS

JOIN EXISTING

F

G

STA 29+78.45

175.65 TC/FL

0" CF

STA 29+81.44

175.71 TC/FL

0" CF

4.1'

12.3%

6.0%

1.0%

1.5%

4.0' 1.5%

C/L RAMP, HAR

9+69.17, 25.00 RT

2.0%

(1.0%)

4.9'

ECR 9+52.99, 18.55 RT

(174.57) TC, (174.08) FL

JOIN EXISTING

N:1770644.44 E:6445993.99

BCR 29+96.17, 31.50 RT

177.29 TC, 176.56 FL

.0

10.0' 4.5%

12.8%

15.5%

8.0'

4.0 '31

1.2'

2.0'

2.0' 2.0'

5.8' 6.4'

6.0%

176.23 TC 176.23 FS

176.19FS

176.13

FS 176.07 TC176.07 FS

(176.21) FG

(175.55) FG

P PETROLEUM

WARNING SIGN

177.40 FS

(177.29) FG

3.8%

1.0% 23.6%

.3

4.5%

9.

7%

R/W

.7

22.00' 68°58'59" 26.49' 15.12'

16.77' 54°38'58" 15.99' 8.66'

22.00' 109°50'33" 42.18' 31.33'

18.26' 38°25'09" 12.24' 6.36'

15.63' 32°10'12" 8.77' 4.51'

24.50' 83°17'57" 35.62' 21.79'

20.00' 73°29'30" 25.65' 14.93'

24.50' 87°29'18" 37.41' 23.45'

26.50' 85°59'40" 39.77' 24.71'

3.50' 96°57'37" 5.92' 3.95'

CURVE/LINE LENGTHDELTA TANGENT

A

B

C

D

E

F

G

H

I

J

CURVE AND LINE DATA TABLE

RADIUS

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

AN

IT

A

H

AR

KN

ES

S.

dw g La st O pe ne d:

M ar

9,

- 1 0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

1"=5'

ANITA STREET AND HARKNESS LANE

ANITA ST & HARKNESS LN

NORTHWEST CURB RAMP

CASE B, TYPE 2 MODIFIED

SCALE: 1"=5'

ANITA ST & HARKNESS LN

NORTHEAST CURB RAMP

CASE B, TYPE 2 MODIFIED

SCALE: 1"=5'

ANITA ST & HARKNESS LN

SOUTHWEST CURB RAMP

CASE B, TYPE 2 MODIFIED

SCALE: 1"=5'

3 ANITA ST & HARKNESS LN

SOUTHEAST CURB RAMP

CASE A, TYPE 1 MODIFIED

SCALE: 1"=5'

H

AR

KN

ES

S

LN

ANITA ST

ANITA ST

ANITA ST

ANITA ST

H

AR

KN

ES

S

LN

H

AR

KN

ES

S

LN

H

AR

KN

ES

S

LN

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

ELCR=

BLCR=

BLCR=

ELCR

ELCR

BLCR

ELCR

BLCR

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT

VERIFIED BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES SHOWN

ON PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

Δ17/17/26 ADD AND REVISE NOTES

100121 132.12

PP

WV

WV

0.

TS

A

100112 130.00

FH

TS

+0

PTRAFFIC

SIGNAL

4.0'

C/L RAMP, MEY

18+12.73, 12.60 RT

STA 18+20.05

130.05 FS

STA 18+10.70

0" CF, 129.83 FL

STA 18+14.70

0" CF, 129.61 FL

R/W

EX. CMU WALL

APULL BOX

PWATER VALVE

P POWER POLE

STA 17+93.03, 26.50 RT

(132.31) BW

JOIN EXISTING

BC 17+93.13, 15.75 RT

132.07 TC, 131.56 FL

JOIN EXISTING

N:1772803.01 E:6449390.06

EC 32+46.72, 16.39 RT, RIP

(129.90) TC, (129.49) FL

JOIN EXISTING

N:1772833.42 E:6449407.73

STA 32+46.64, 20.38 RT

(130.05) BW

JOIN EXISTING

F

G

H

I J

M

EY

ER

L

N

RIPLEY AVE

2.1%

2.0%

4.0'

P FIRE

HYDRYANT

7.5%

2.0' 1.2'

2.0' 1.2'

PRC 17+99.67, 13.32 RT

131.34 TC, 130.84FL

7.5' 5.2'

2.0%

.2

.7

1.0% 131.47

FS

130.17

FS

130.08 TC

129.58 FL

130.03 TC

129.53 FL

PRC

130.25

FS

130.35

FS

6.0

EX. CMU WALL

31 5

BCR 18+08.10, 11.07 RT

129.82 TC, 129.75 FL

BCR 18+08.10, 11.07 RT

129.82 TC, 129.75 FL

BCR 18+08.10, 11.07 RT

130.37 TC, 130.09 FL

BCR 32+33.96, 11.53 RT, RIP

130.05 TC, 129.55 FL

130.82 TC

130.32 FL

5.

0'

6.6' 11.0'

2.2%

STA 18+21.84 MEY

= STA 32+17.07 RIP

7.8 % 4.2'

130.15

FS2.9%

2.0%

3.8%

130.27 FS

.9

0.2%7

100122

130.57

SNT

WV

0.

SN

T

100144

130.57

SNT

130.57

SNT

131.32

FS

131.40

FS

40 5

SIGN

17+82.62, -25.57 LT

C/L RAMP, MEY

R/W

A WATER VALVE

EX.

PARKWAY

2.5'

R

SIGN R

FROM

TO

A

B

C

D

E

R/W

M

EY

ER

L

N

RIPLEY AVE

EX. CMU WALL

4.0'

1.2'

2.0'

1.2'

2.0'

EC 31+44.57, 17.72 RT, RIP

(130.38)TC, (129.91)FL

JOIN EXISTING

N:1772778.09 E:6449321.90

BCR 17+66.42, -14.74 LT, MEY

133.66 TC, 133.16 FL

ECR 31+56.83, 12.27 RT, RIP

130.57 TC, 130.07 FL

8.

0%

BC 17+52.11, -20.59 LT, MEY

(134.25) TC, (133.80) FL

JOIN EXISTING

N:1772761.83 E:6449353.85

(130.53)

FS

131.90

FS

131.42

FS

PRC 31+51.78, 14.90 RT, RIP

130.53 TC, 130.03 FL

PRC 17+59.18, -17.66 LT, MEY

133.98 TC, 133.48 FL

2.0%

.4

STA 17+47.08, -31.17 LT

(134.95) FS

JOIN EXISTING

6.6'

134.29

FS

0.7%

EC 31+39.89, 22.57 RT, RIP

JOIN EXISTING

5.0'

2.0%

4.4'

4.0'

5.0'

FROM

TO

7.

5'

5.

0'

STA 31+73.34

0" CF, 130.72 FL

STA 17+81.73, MEY

0" CF, 130.84 FL

131.50

FS

132.51 TC

132.01 FL

134.32 FS

6.0'

2.

0%

131.48 FS

130.93 TC

130.43 FL

3.5%

10.0'

16.7%

13.4% 8.6'

11.3%

A PB

.0

0.7%

CURVE/LINE LENGTHDELTA TANGENT

A

B

C

D

E

F

G

H

I

J

CURVE AND LINE DATA TABLE

RADIUS

10.00' 39°38'26" 6.92' 3.60'

10.00' 38°06'21" 6.65' 3.45'

19.00' 49°45'39" 16.50' 8.81'

10.00' 51°47'03" 9.04' 4.85'

10.00' 40°48'54" 7.12' 3.72'

10.00' 45°32'42" 7.95' 4.20'

10.00' 33°05'10" 5.77' 2.97'

18.00' 131°06'48" 41.19' 39.60'

10.00' 45°58'17" 8.02' 4.24'

10.00' 44°59'34" 7.85' 4.14'

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

R

IP

LE

Y

M

EY

ER

.d w g La st O pe ne d:

M ar

9,

- 1 0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

RIPLEY AVE & MEYER LN

SOUTHWEST CURB RAMP

CASE A, TYPE 1

SCALE: 1"=5'

RIPLEY AVE & MEYER LN

SOUTHEAST CURB RAMP

CASE A, TYPE 1

SCALE: 1"=5'

1"=5'

RIPLEY AVENUE AND MEYER LANE

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

BLCR

ELCR

BLCR

ELCR

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT

VERIFIED BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES SHOWN

ON PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

CURVE/LINE LENGTHDELTA TANGENT

A

B

C

D

E

F

CURVE AND LINE DATA TABLE

RADIUS

6.80' 149°43'11" 17.77' 25.13'

25.00' 28°21'27" 12.37' 6.32'

15.00' 36°41'08" 9.60' 4.97'

25.00' 30°43'07" 13.40' 6.87'

25.00' 30°41'00" 13.39' 6.86'

25.00' 28°21'27" 12.37' 6.32'OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

WV

WV

WM

39+36.26, -15.20 LT

C/L RAMP CASE A TYPE 1

EC 39+63.79, -22.20 LT

(149.91) TC, (149.42) FL

JOIN EXISTING

N:1773238.28 E:6449998.30

33 45

AWATER METER

AWATER VAVLE

E

F

PRC 39+51.03, -1

8.70 LT

150.98 TC, 149.48 FL/HP

BC 39+38.26, -1

5.20 LT

149.41 TC/FL

(149.98)

FS

149.37 TC/FL

0" CF

2.0'

1.2'

150.02 TC

149.52 FL

1.0%

1.0%

8.0% 10%

R/W

(149.28) FL

0.

5%

0.

5% x x x x x x

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

P

WM

S

WM

39+00

RIPLEY AVE

PULLMAN LN

38+57.31, -27.22 LT

C/L RAMP CASE A TYPE 1

38+97.68, -10.53 LT

C/L RAMP CASE A TYPE 1

P POWER POLE

0" CF

144.66 TC / FL /HP

0" CF

144.58 TC / FL

39+00

STA 38+37.77, 11.64 RT

(142.88) TC, (142.38) FL

JOIN EXISTING

N:1773191.30 E:6449891.35

STA 38+40.67, -2

2.46 LT

(144.79) TC, (1

44.27) FL

JOIN EXISTING

N:1773173.59

E:6449896.15

ECR 38+47.77, 11.62 RT

144.00 TC, 143.50 FL

BCR 38+50.67, -2

2.31 LT

145.13 TC, 144.63 FL

BC 38+77.30, -16.32 LT

(146.45) TC, (145.95) FL

JOIN EXISTING

N:1773219.19 E:6449930.93

2.0'

1.2'

33 45

PPOWER POLE APULL BOX

AWATER METER

P SIGN

WATER VAVLE

P SIGN

A

B

C

D

PRC 38+89.17, -13.30 LT

147.46 TC, 146.96 FL

EC 39+01.05, -10.30 LT

147.98 TC/FL

0" CF

BC 39+17.59, -10.30 LT

149.61 TC , 149.11 FL

(146.51)

FS

147.63 TC/FL

0" CF 149.37 TC/FL

0" CF

148.89 TC

148.39 FL

3.4' 4.0'

5.5'

4.0'

149.92

FS

(150.00)

FS

(150.04)

FS

149.96

FS

35 5

5.

7'

148.68

FS

10.2'

4.0'

(144.77) FS

145.09 FS

144.90 FS

144.14 FS

(143.03) FS

145.03 TC

144.53 FL

4.5'

6.

9'

6.8'

144.03 TC

143.00 FL

5.0'

144.98

FS

145.06 FS

7.2%2.0%2.0%

2.0%

2.0%

7.

5%

22%

22%

5.0'

2.0%

8.5%

15.8%

148.80 FS

148.91 FS

6.8%

2.

0%2.

0%

2.

0%

1.0%

8.0%

2.0%

(148.91)

FS

148.85 FS

6.0'

2.8% 11.5%

149.68 TC

149.18 FL

5.4%

RIRRIGATION FROM

TO

10.8%

5.2%

9.7%

SIGN TO BE SALVAGED

PER CITY DIRECTION

(149.47)

FS

(149.46)

FS

PL

R/W

PGUYWIRE

ANCHOR

PULLMAN LN

R/W

1.

2'

2.

0'

1.0'

2.1' 1.2' 2.0'

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

PULLMAN LN

RIPLEY AVE & PULLMAN LN

CASE PER PLAN SCALE: 1"=5'

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

R

IP

LE

Y

PU

LL

M

AN

.d w g

La st

O pe ne d:

M ar

9,

- 1

0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

1"=5'

RIPLEY AVENUE AND PULLMAN LANE

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

ELCR=

BLCR

BLCR=

ELCR= BLCR

ELCR

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW

NOT VERIFIED BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES

SHOWN ON PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

2.50' 124°00'38" 5.41' 4.70'

2.50' 90°00'00" 3.93' 2.50'

2.50' 145°59'22" 6.37' 8.17'

10.00' 90°07'30" 15.73' 10.02'

10.00' 53°23'16" 9.32' 5.03'

5.90' 90°07'30" 9.28' 5.91'

CURVE/LINE LENGTHDELTA TANGENT

A

B

C

D

E

F

CURVE AND LINE DATA TABLE

RADIUS

OP

OP

OP

OP

OP

x x x x x x x x x x

WV

W M

125000 0.00

PP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

40+00

RIPLEY AVE

H

IG

H L

N

P POWER POLE

PFIRE

HYDRYANT

SIGN

P SIGN

P

WATER

VALVE

WATER

VALVE

P

R

A

4.4'

3.4'

5.0'

2.9'

STA 39+71.49, 18.70 RT

(150.39) TC, (149.89) FL / HP

JOIN EXISTING

N:1773216.71 E:6450052.85

STA 40+14.44, 16.76 RT

(149.71) TC, (149.21) FL

JOIN EXISTING

N:1773237.15 E:6450062.21

149.72 TC/FL

0" CF

4.0'4.0'

BCR 39+80.07, 18.70 RT

149.80 TC/FL

ECR 39+88.10, 22.73 RT

149.93 TC, 149.43 FL

7.0'

4.9

6.5'

FROM

TO

39+81.50, 18.79 RT

C/L RAMP CASE B TYPE 2

(150.42)

FS

39+92.11 RIP

39+92.11 HIG

8.

0%

1.5%

1.0%

0.

8%

4.0%

149.81 TC

0" CF

150.21 TC

149.86 FS

1.

6'

4.

5'

4.0'

150.47 TC

0" CF

1.0%

150.39 TC

149.93 FS

149.87

FS

150.43

FS

(150.43)

FS

8.

3%

1.

8%

149.98 TC

0" CF

(149.83)

FS

4.

1%2.0%

4.3

3.4%

R/W

1.2'2.0'

7 2.0' 1.2' x x x x x x x x x x x

OP

OP

OP

39+36.26, 15.72 RT

C/L RAMP

H

IG

H L

N

+0

39+48.32, -21.22 LT

C/L RAMP

39+34.45, -26.49 LT

C/L RAMP

39+14.14, -25.50 LT

C/L RAMP CASE B TYPE 2

40 45

RSIGN

BCR 39+06.02, -21.33 LT

149.92 TC, 149.42 FL

0" CF

144.60 TC / FL/HP

0" CF

149.39 TC / FL

ECR 39+16.01, -31.35 LT

149.60 TC, 149.34 FL

STA 39+16.00, -38.75 LT

(149.67) TC, (149.16) FL

JOIN EXISTING

N:1773161.25 E:6449995.48

STA 39+02.74, -21.33 LT

(149.82) TC, (149.38) FL

JOIN EXISTING

N:1773147.97 E:6450012.90

B

C

D

E

F

4.0'

4.0'

4.0'

4.1'

35 5

4.

5'

3.2'

150.50 TC

150.00 FS

150.50 TC

150.00 FS

149.98 TC

149.48 FS

150.06 TC

149.56 FS

150.25 TC

149.75 FS

150.33 TC

149.83 FS

149.53 TC

149.03 FS

149.58 TC

149.08 FS

150.47 TC

149.97 FS

150.39 TC

149.89 FS

2.0%

150.12 TC

149.62 FS

2.9%

150.39 TC

149.89 FS

0.

6%

150.28 TC

149.78 FS

149.98 TC

149.48 FS

39+34.18 PUL

39+34.18 RIP

R6"

R6"

R6"

R6"

R6"R6"

R6"

R6"

R6"

R6"

39+25.14, 18.52 RT

N:1773182.27 E:6449989.64

CENTER

39+48.55, 18.83 RT

N:1773196.24 E:6450010.55

CENTER

39+36.94, -23.76 LT

N:1773182.18 E:6450010.49

CENTER

149.79 TC

0" CF

(149.55)

FS

150.00 TC

149.47 FS

1.1'

1.0'

2.

9%

6.2%

149.74 TC

149.24 FS

8.2%1.

0% 2.

0%

7.2'

150.08 TC

149.68 FS

(149.95) FS

149.96 TC

0" CF

8.0%

1.0%

2.6%

2.0%

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

PULLMAN LN

FR

O

MTO

R/W

2.0'

2.0'

2.0'

2.0'

2.0'

1.1'

3.

3'

RIPLEY AVE & HIGH LN

CASE PER PLAN SCALE: 1"=5'

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

R

IP

LE

Y

PU

LL

M

AN

.d w g

La st

O pe ne d:

M ar

9,

- 1

0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

1"=5'

RIPLEY AVENUE AND HIGH LANE

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT OR AS SHOWN IN THE CURB AND GUTTER

PLACEMENT DETAIL AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

RIPLEY AVE & HIGH LN

CASE PER PLAN SCALE: 1"=5'

ELCR

BLCR

BLCR

ELCR=

SUPERSEDED, SEE NEXT SHEET

FOR REVISED DESIGN

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT

VERIFIED BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES

SHOWN ON PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

Δ1

CURVE AND LINE DATA TABLE

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

x x x x x

W M

S

125000 0.00

PP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

RIPLEY AVE

H

IG

H L

N

PULLMAN LN

40+00

39+36.51, 15.75 RT

C/L RAMP CASE A TYPE 1

+0

39+47.86, -21.22 LT

C/L RAMP CASE A TYPE 1

39+34.45, -26.99 LT

C/L RAMP CASE A TYPE 1

39+34.18 PUL

39+34.18 RIP

39+25.14, 18.52 RT

CENTER

39+48.55, 18.83 RT

CENTER

39+36.94, -23.76 LT

CENTER

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

39+34.18 PUL

39+34.18 RIP

39+92.11 RIP

39+92.11 HIG

150.00 TC

150.00 FS

149.52 TC

149.02 FS

149.55 TC

149.05 FS

150.24 TC

149.91 FS

4" END

150.31 TC

149.98 FS

4" BEGIN/END

149.45 TC

149.45 FS

149.53 TC

149.53 FS

149.60TC

149.60 FS

150.04 TC

149.71 FS

149.92 TC

149.42 FS

149.75 FS

149.78 FS

149.78 TC

149.28 FS

149.86 FS

150.16 TC

149.83 FS

149.92 FS

149.91 FS

150.03TC

149.70 FS

4" BEGIN

4.0%

8.3% M

AX

1.7%

1.0% 8.3%

M

AX

1.2%

2.0% MAX

10% MAX

8.3%

8.0%

6.4%

33 45

B

C

D

4.0'

150.18 TC

149.85 FS

150.18 TC

149.85 FS

5.0'

4.5'

R6"

R6"

R6"

7.0'

6.6'

4.0'

9.6'

6.7'

7.

0'

4.4'

7.1'

RIPLEY AVE & HIGH LN

CASE PER PLAN

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELT CE

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

1"=5'

RIPLEY AVENUE AND HIGH LANE

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT PCC CURB PER APWA PLAN NO. 120-3, TYPE A1 (6"). CURB

HEIGHT PER PLAN.

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT OR AS SHOWN IN THE CURB AND GUTTER

PLACEMENT DETAIL AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PER CURB

AND GUTTER PLACEMENT DETAIL

REMOVAL NOTES:

ELCR

BLCR

ELCR

BLCR

ELCR

BLCR

CURVE/LINE LENGTHDELTA TANGENTRADIUS

B

C

D

2.50' 124°00'38" 5.41' 4.70'

2.50' 90°00'00" 3.93' 2.50'

2.50' 145°59'22" 6.37' 8.17'

CITY OF REDONDO BEACH NOTES:

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT VERIFIED

BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES SHOWN ON

PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

A

110062 0.00

FH

WV

110066 0.00

SNT

HADLEY LN

110065 0.00

SNT

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

100145 0.00

SNT

0.00

SNT

STA 0+56.77

0" CF

119.32 FL

RIPLEY AVE

STA 42+69.26

0" CF

118.93 FL

33 5

4.5'

5.5'

SIGN R

SIGNR

FIRE

HYDRANT

P

WATER

VALVE

A

R/W

TO

FR

O

M

TO

FR

O

M

STA 42+94.78, 16.77 RT

(115.17)TC, (114.67) FL

JOIN EXISTING

N:1773403.88 E:6450287.19

7.9'

6.7'

1.2'

2.0'

1.2'

2.0'

(117.77) BW

JOIN EXISTING

(115.25) BW

JOIN EXISTING

C/L RAMP

42+68.70, 18.68 RT BC 0+81.31, -16.30 LT

(117.75) TC, (117.25) FL

JOIN EXISTING

N:1773385.18 E:6450293.35

PRC 0+74.69, -13.80 LT

118.56 TC, 118.07 FL

EC 0+68.09, -11.30 LT

119.28 TC, 118.78 FL

BC 0+65.09, -11.30 LT

119.54 TC, 119.04 FL

EC 42+78.21, 11.84 RT

117.66 TC, 117.16 FL

BC 42+81.21, 11.85 RT

117.19 TC, 116.69 FL

PRC 42+87.81, 14.36 RT

116.35 TC, 115.85 FL

F

GH

I

J

K L

4.0'

2.0%

2.

0%

5.5'

2.0%

2.0%

11.4%

119.82 TC

119.32 FL

118.03 FS

118.07 FS

117.95 FS

118.11

FS

118.03 FS

13.4%

13.8%

4.0'

118.55 TC

118.05 FL

6.

0'

6.0'

118.16

FS 2.7%

21.0%

.0

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

110060 0.00

GA

110059 0.00

PL

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

OP

42+00

0+00

STA 0+18.76

0" CF

125.30 FL

16.3%

STA 0+22.21

0" CF

125.17 FL

HADLEY LN

4.0'

4.

0'

4.5'

POWER

POLE

P

R/W

PL

EX. CMU WALL

EX. CMU WALL

BC 41+94.49, 16.70 RT

(131.10) TC, (130.61) FL

JOIN EXISTING

N:1773344.36 E:6450206.86

EC 0+27.06, 11.60 RT

(125.51) TC, (125.12) FL

JOIN EXISTING

N:1773357.33 E:6450239.07

(125.67) BW

JOIN EXISTING

(131.21) BW

JOIN EXISTING

7.6'

4.0'

A

B

PRC 42+01.25, 14.07 RT

129.90 TC, 129.40 FL

EC 42+07.72, 11.70 RT

128.75 TC, 128.25 FL

BC 42+14.49, 11.70 RT

127.64 TC, 127.14 FL

PRC 42+24.24, 19.58 RT

C/L RAMP

2.0'

1.1'

2.0'

C

D

E

2.0%

128.68 BW

(126.32) BW

2.0%

(126.23) BW

127.57 FS

127.49 FS

17.1%

16.3%

17.4%

28.8%

126.93 TC

126.43 FL

7.0'

5.1'

1.1'

CURVE/LINE LENGTHDELTA TANGENT

A

B

C

D

E

F

G

H

I

J

K

L

CURVE AND LINE DATA TABLE

RADIUS

10.00' 42°30'19" 7.42' 3.89'

10.00' 40°18'25" 7.03' 3.67'

N53°28'32"E 6.80- -

10.00' 77°36'34" 13.55' 8.04'

10.00' 41°03'10" 7.16' 3.74'

10.00' 41°24'35" 7.23' 3.78'

10.00' 41°21'21" 7.22' 3.77'

N89°56'46"W 3.00- -

10.00' 143°24'19" 25.03' 30.24'

N53°27'33"E 3.00- -

10.00' 41°24'35" 7.23' 3.78'

10.00' 41°24'35" 7.23' 3.78'

RIPLEY AVE & HADLEY LN

SOUTHWEST CURB RAMP

CASE A, TYPE 1

SCALE: 1"=5'

RIPLEY AVE & HADLEY LN

SOUTHEAST CURB RAMP

CASE A, TYPE 1

SCALE: 1"=5'

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

R

IP

LE

Y

H

AD

LE

Y.

dw g La st O pe ne d:

M ar

9,

- 1 0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

1"=5'

RIPLEY AVENUE AND HADLEY LANE

HADLEY LN

RIPLEY AVE

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

BLCR

ELCR= BLCR

ELCR

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT

VERIFIED BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES SHOWN

ON PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

OP OP OP OP OP OP OP OP OP OP OP

S 62+00

8+

STA 61+74.76

0" CF

107.77 FL

STA 8+21.63

0" CF - HP

107.88 FL

1.5%

6.

9%

5.0

3.6'

3.5'

4.8'

7.

1'

3.5'

6.3

PE

R

KI

N

S

LN

P

P

EX. SIGN

EX. SIGN

35 5

STA 8+30.84, -16.13 LT

(108.36) TC, (107.86) FL

JOIN EXISTING

N:1775310.36 E:6451704.57

STA 61+67.86, -16.50 LT

(107.96) TC, (107.47) FL

JOIN EXISTING

N:1775295.86 E:6451692.25

R/W (108.03) TC

0" CF

108.27 TC

107.82 FS

4.4%

108.46 TC

107.92 FS

(108.41) TC

0" CF

A

STA 61+70.83

108.09 TC/BCR

107.59 FL

STA 8+25.82

108.37 TC/ECR

107.87 FL

STA 7+99.79 PER =

STA 61+96.30 ROC

1.0'

2.0'

4.0'

31 7

CURVE/LINE LENGTHDELTA TANGENT

A

CURVE AND LINE DATA TABLE

RADIUS

9.50' 88°36'06" 14.69' 9.27'

ROCKEFELLER LN & PERKINS LN

NORTHWEST CURB RAMP

CASE B, TYPE 2

SCALE: 1"=5'

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

R O

C

KE

FE

LL

ER

P

ER

KI

N

S.

dw g La st O pe ne d:

M ar

9,

- 1 0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

1"=5'

ROCKEFELLER LANE AND PERKINS LANE

ROCKEFELLER LN CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

BLCR

ELCR

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON PLAN ARE FOR REFERENCE ONLY. ROW NOT

VERIFIED BY SURVEY, COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION.

2. END LIMITS OF CURB RAMP (ELCR) AND BEGIN LIMITS OF CURB RAMP (BLCR) NOTES

SHOWN ON PLAN FOR QUANTITIES AND BIDDING PURPOSES ONLY.

x x x x x x x x x x x x

W

OP

OP

OP

OP

OP

OP

1 0 S

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

8+95

5+

STA 8+50.72

92.14 TC

91.45 FS

STA 4+71.17

91.66 FS

STA 8+50.45

91.68 FS

9.0'

8.

0'

3.

0'

3.9'

PSIGN

A WATER METER

P PARKWAY

A

40 4

R/W

STA 4+72.48, -25.04 LT

(91.99) TC, (91.39) FS

JOIN EXISTING

N:1776013.47 E:6453082.91

STA 4+63.19, -34.00 LT

(92.13) FS

JOIN EXISTING

STA 8+41.23, 13.75 RT

(92.27) TC, (91.63) FL

JOIN EXISTING

N:1776024.82 E:6453061.73

PCC PARKWAY

(92.40) FS

JOIN EXISTING

8.0%

92.17 TC

91.63 FS

STA 8+48.09

92.15 TC/BCR

91.46 FS

16.7'

(92.11) FS

0" CF

7.5

1.5

91.56 FS

91.58 FS

5.

6%

STA 4+75.31

91.67 FS

PEX. CONCRETE WALL

B

C

91.37 FL

CONDON AVENUE

FI

R

M O

N A

AV

EN

U E

(92.32) TC

0" CF

2.

7%

STA 4+77.55 FIR =

STA 8+95.00 CON

2.

0'

1.

1'

6.0'2.0' 2.0'

CURVE/LINE LENGTHDELTA TANGENT

A

B

C

D

E

CURVE AND LINE DATA TABLE

RADIUS

14.33' 79°13'21" 19.81' 11.86'

3.00' 90°27'12" 4.74' 3.02'

4.00' 64°59'15" 4.54' 2.55'

6.50' 73°30'22" 8.34' 4.85'

14.00' 74°53'42" 18.30' 10.72'

O P

O P

O P x x x x x x x xxxxxx

O P

O P

O P

O P

O P

O P

5+

STA 8+55.98

0" CF

91.69 FS

STA 8+54.16

92.44 TC

91.76 FS

6.6%

1.5%

STA 5+22.42

(92.19) TC, (91.62) FS

JOIN EXISTING

N:1776063.26 E:6453083.12

STA 5+25.77

92.45 TC

91.77 FS

7.

6%

12.0'

8.

0'

3.7'

5.

4'

3.6'

P EX. TREE

35 5

P EX. UTILITY

POLE

R/W

STA 8+42.12, -14.17 LT

(92.44) TC, (91.74) FL

JOIN EXISTING

N:1776052.75 E:6453062.59

STA 5+33.77, -29.99 LT

92.38 TC, 0" CF

JOIN EXISTING

(92.40) TC

0" CF

92.55 TC

0" CF

92.55 TC

91.82 FS

.8'

STA 8+49.35

92.05 TC

91.63 FL

2.

0%

PEX. CMU

WALL

P EX. CURB

P EX. CURB

D

E

91.55 FL

5.0'

(92.69) TC

0" CF

(92.52) TC

0" CF

3.

5%

FI

R

M O

N A

AV

EN

U E

(92.44) TC

(91.94) FS

(92.13) TC

(91.62) FS

R1' R1'

1.

2'

2.

0'

1.6'

PEX. CMU

WALL

6.0'2.0' 2.0'

CONDON AVE & FIRMONA AVE

SOUTHWEST CURB RAMP

CASE B, TYPE 2 MODIFIED

SCALE: 1"=5'

CONDON AVE & FIRMONA AVE

NORTHWEST CURB RAMP

CASE B, TYPE 2 MODIFIED

SCALE: 1"=5'

D ra w in g N am e:

P :\C

\C R

D B0

3\

C

AD

\E C

\S H

EE

TS

\E C

-R D

-0

-C R

D B0

3-

C O

N D

O N

F

IR

M

O N

A.

dw g La st O pe ne d:

M ar

9,

- 1 0:

am b y:

la ph

CITY OF REDONDO BEACH

CALIFORNIA

DEPARTMENT OF PUBLIC WORKS

2024 CURB RAMP DESIGN PROJECT

REVISIONS

DATE DESCRIPTION

DRAWN CHECKED SCALELP GR

APPROVED BY

CITY ENGINEER - RCE # 70061

DATE 07/08/2026

PROJECT NO.

40399

SHEET NO. OF

SHEETS12

DRAWING NO.

PREPARED UNDER THE SUPERVISION OF:

DATEGABRIEL N. RODRIGUEZ R.C.E. NO. 73460

02/25/2026

RE

G I

STE

RED PROFESS IONAL ENGINEERGA

BR

IEL N. RODR IGUEZ

STATE OF CAL I FORN I AC I V I L

No. 69948

Exp. 09/30/26

Phone: 213.337.3680 Los Angeles California 90012

201 S. Figueroa Street, Suite 240

1"=5'

CONDON AVENUE AND FIRMONA AVENUE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE

CONSTRUCTION NOTES:

BRING EXISTING MANHOLES / VALVES BOXES / METER BOXES / PULL BOXES /

VALVES / HYDRANTS / COVERS TO THE FINISHED GRADE LEVEL AFTER

CONSTRUCTION

PROTECT IN PLACE (ITEM AS NOTED)

RELOCATE (ITEM AS NOTED)

SAWCUT EXISTING AC/PCC PAVEMENT AND CONSTRUCT 6" FULL DEPTH AC

PAVEMENT (C2-PG-64-10) WIDTH INDICATED PER PLAN

CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2

CONSTRUCT CURB RAMP CASE A TYPE 1 PER APWA STD 111-5

CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3

CONSTRUCT PCC COMBINED CURB AND GUTTER PER APWA PLAN NO. 120-3,

TYPE A2 (6") OR A2 (8"), W=PER PLAN ON 6" CMB OR CAB AS DIRECTED BY THE

ENGINEER

CONSTRUCT 6" PCC CURB TYPE A1-6 PER APWA STD. 120-3

CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5

CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5

CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SAWCUT AT THE NEAREST JOINT AND JOIN EXISTING SIDEWALK

INSTALL TRUNCATED DOMES PER APWA STD PLAN NO. 111-5

REMOVE EXISTING PAINT (THERMOPLASTIC) 12" WIDE STOP BAR PER APWA

STD. 172-0

REMOVE EXISTING THERMOPLASTIC "STOP" PAVEMENT MARKING PER APWA

STD. 171-0

CONSTRUCT TRANSITION PANEL PER DIMENSIONS SHOWN ON PLAN

P

A

FROM

TO R

2 REMOVE PCC SIDEWALK

3 REMOVE PCC CURB

4 REMOVE PCC CROSS GUTTER

5 REMOVE PCC CURB AND GUTTER

6 REMOVE EXISTING PCC CURB RAMP

7 REMOVE EXISTING ASPHALT CONCRETE TO THE DEPTH OF 6"

8 REMOVE AC PAVEMENT

REMOVAL NOTES:

BLCR

ELCR

SUPERSEDED, SEE

NEXT SHEET FOR

REVISED DESIGN

SUPERSEDED, SEE

NEXT SHEET FOR

REVISED DESIGN

CITY OF REDONDO BEACH NOTES

1. RIGHT OF WAY (ROW) LINES SHOWN ON…