1TITLE SHEET 2GENERAL NOTES 3COLE RD 4MULBERRY DR …

100'

60'

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PROJECT SITE

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CONTROL DISTRICT BOUNDARYFLOODLOS ANGELES COUNTY

DESCRIPTION

STREET IMPROVEMENT PLAN10625 COLE RD, WHITTIER, CA 90604

SHEET NO

INDEX TO PROJECT DRAWINGS

R.D. 446

BENCHMARK: Elev.

BM NO. 0Y8229 QUAD 2005

TITLE SHEET

BENCH MARKS226.867

L&BN IN W CB 13 FT N/O BCR @ NW COR LEFFINGWELL RD &STAMLY RD

1 TITLE SHEET2 GENERAL NOTES3 COLE RD

1 4

APN 8226-020-905

MULBERRY DR4

VICINITY MAPSCALE: 1"=1000'

EIMP 2021000146

KEY MAPSCALE: 1" = 200'

MULBERRY DR

CO

LE R

D

TYPICAL SECTION COLE RD.NOT TO SCALE

60'

30' 30'

20'10' 20' 5' 5'

EXISTING A.C. PAVEMENT

EXISTING CURB & GUTTER

L/A L/A



EXISTING SIDEWALK

TYPICAL SECTION MULBERRY DR.NOT TO SCALE

100'

50' 50'

40'10'



EXISTING A.C. PAVEMENTEXISTING CURB & GUTTER

EXISTING LEFFINGWELL CREEK

EXISTING SIDEWALK

6"

R/WR/W

R/W R/W

C/L

C/L

ENGINEER'S/SURVEYOR'S STATEMENT REGARDING THE PRESENCE OF MONUMENTS WITHIN PROJECTLIMITS

I HEREBY ATTEST THAT I HAVE LOCATED AND REFERENCED ON THESE PLANS THE MONUMENTSEXISTING PRIOR TO CONSTRUCTION TO ENSURE PERPETUATION OF THEIR LOCATION IN ACCORDANCEWITH SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. I FURTHER ATTEST THAT I HAVEPERFORMED A RECORD SEARCH AND FIELD INSPECTION TO IDENTIFY EXISTING MONUMENTS; SHALLSET SUFFICIENT CONTROLLING, WITNESS, AND PERMANENT MONUMENTS; AND SHALL FILE THEREQUISITE CORNER OF RECORD OR RECORD OF SURVEY OF THE REFERENCES WITH THE COUNTYSURVEYOR.

ENGINEER/SURVEYOR DATESEAL AND SIGNATURE

REMOVE EXISTING DRIVEWAY ANDCONSTRUCT 4" P.C.C. SIDEWALKON 6" CAB AND 5' GREEN STRIPPER SPPWC 112-2

R/W

REMOVE EXISTING DRIVEWAY AND CONSTRUCT P.C.C. CURB ANDGUTTER TYPE A2-8(250) ON 6" CAB PER SPPWC STD. PLAN 120-2

4" A.C. (C2-PG 64-10) ON8" TRENCH BACKFILL SLURRY

TYPICAL DRIVEWAY CLOSURE - COLE RD.

NOT TO SCALESTA: 00+98.24 TO STA: 01+78.10

REMOVE EXISTING LOADING ZONE ANDCONSTRUCT 8" CURB AND GUTTER WITH4" P.C.C. SIDEWALK ON 6" CAB PERSPPWC 112-2


6" A.C. (C2-PG 64-10) ON8" TRENCH SLURRY BACKFILL

TYPICAL LOADING ZONE CLOSURE - MULBERRY DR.


4.5' 5'GREEN STRIP

CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMJOIN AND MATCH EXISTING PCC CURB, GUTTER, AND/OR SIDEWALK WITH FLUSHTRANSITIONCONSTRUCT 4" PCC SIDEWALK WITH 6" CRUSHED AGGREGATE BASE PER SPPWCSTANDARD PLAN 112-2

CONSTRUCT CURB & GUTTER TYPE A2-8 (200) PER SPPWC STANDARD PLAN 120-2

CONSTRUCT MODIFIED TYPE C DRIVEWAY PER SPPWC STANDARD PLAN 110-2SAWCUT AND REMOVE EXISTING PCC CURB, GUTTER, AND/OR SURFACE ANDBASESAWCUT AND REMOVE EXISTING AC SURFACE AND BASESAWCUT AND REMOVE EXISTING PAVEMENT AND BASE. CONSTRUCT 6" AC (C2-PG64-10) OR EXISTING AC +1" WHICHEVER IS GREATER, ON 8" TRENCH BACKFILLSLURRY (270-E-500)

GRIND AND OVERLAY EXISTING ASPHALT SURFACE 1 1/2" MINIMUMCONSTRUCT 0"-8" PCC (520-C-2500) CURB TRANSITION PER DETAIL "A" ON SHEET 3

CONSTRUCT MODIFIED CASE D TYPE 1 CURB RAMP (NO GROOVE) PER SPPWCSTANDARD PLAN 111-5CONSTRUCT CURB TYPE A1-8 (200) PER SPPWC STANDARD PLAN 120-2

1

2

3

4

5

6

7

8

9

10

11

12

REG

I ST E

REDPROF E S S I ONAL

ENGI N

EER

S TAT E OF CA L I FORN I A

No. C 59118

C I V I L

TRO

Y D A VID MOL AUG

PROJECT ENGINEER DATE EIMP

SHEET OF


ROAD AND GRADING SECTION

BY

BY

DATE

DATE

ASSISTANT DIVISION ENGINEERBY

REVISIONS

DATE

NO. REVISED BY APPROVED BY DATE

RECOMMENDED LAND DEVELOPMENT DIVISION

PH

APPROVED MARK PESTRELLA, DIRECTOR OF PUBLIC WORKS

REVIEWED


TS-RD-DL - 04/2019

DATE: TIME:FILE:$DATE$ $TIME$ $FILEL$

2021000146

LAND SURVEYING PLANNING STORMWATER MANAGEMENT

101 E. REDLANDS BOULEVARDSUITE 146REDLANDS, CA 92373

TEL : 909.792.5969www.EpicRCE.com

CIVIL ENGINEERINGExp. 6-30-2021

SAW

CUT

LINE

REMOVE EXISTINGDRIVEWAY AND REPLACEWITH GREEN STRIP

R/W

EXISTING A.C.PAVEMENT

SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE.CONSTRUCT 6" AC (C2-PG 64-10) OR EXISTING AC +1"WHICHEVER IS GREATER, ON 8" TRENCH BACKFILL SLURRY



TYPICAL DRIVEWAY CLOSURE - COLE RD.


PROPOSEDGREEN STRIP

6" 5.5'4'10'

REMOVE EXISTING LOADING ZONEAND REPLACE WITH MODIFIED TYPE CDRIVEWAY PER SPPWC 110-2

1"

2.0%

TYPICAL DRIVEWAY SECTION A-A

NOT TO SCALEMULBERRY DR.

EXISTING P.C.C. CURB

6"

VARIES VARIES

VARIES VARIES

GRIND & OVERLAY EXISTINGASPHALT SURFACE 1 12" MINIMUM

R/W

SHEET 4

SHEE

T 3

2.0% MAX

2.0% MAX


9'

C/L20'

SAW

CUT

LINE



C/L36.5'


R/W

C/L20'

SAW

CUT

LINE






C/L36.5'


SAW

CUT

LINE

ORCHARD DALEELEMENTARY SCHOOL

10%

SITE


PLS No.

PR

OF E

S S I ON A L L A N D S URV EYOR

STEVE A LEJA

5933

STATE OF CA L I FORN IA

7/13/21

7/13/21

~.~~~~-

~' ~

7/22/2021

07/22/2021

07/22/2021

086401

James Chon

Text Box

ROAD STANDARD NOTES1. A ROAD CONSTRUCTION PERMIT SHALL BE OBTAINED AND FEES PAID FOR CONSTRUCTION INSPECTION TOTHE DEPARTMENT OF PUBLIC WORKS (DPW/THE COUNTY) AT THE LAND DEVELOPMENT DIVISION PERMITCOUNTER, 900 SOUTH FREMONT AVENUE, 3RD FLOOR, ALHAMBRA PRIOR TO STARTING WORK. ALLOWTHREE WEEKS FOLLOWING PERMIT APPLICATION SUBMITTAL TO ENSURE ADEQUATE PROCESSING TIMEFOR PERMIT ISSUANCE. FOR QUESTIONS CONTACT LAND DEVELOPMENT DIVISION, ENROACHMENTPERMITS AND INSPECTION SECTION 626 4-58-4920

2. WHEN WORK IS WITHIN A CONTRACT CITY, THE CONTRACTOR SHALL CONTACT THE CITY’S DIRECTOR OFPUBLIC WORKS TO DETERMINE THE LOCATION TO PAY THE INSPECTION FEES.

3. THE CONTRACTOR SHALL CONTACT THE PERMIT OFFICE LISTED ON THE PERMIT APPLICATION TOARRANGE FOR A PRE-CONSTRUCTION MEETING PRIOR TO CONSTRUCTION START.

4. A FLOOD PERMIT SHALL BE OBTAINED FROM DPW, LAND DEVELOPMENT DIVISION AT (626) 458-3129 FORALL STORM DRAIN CONNECTIONS.

5. FOR ALL WORK, SUBJECT TO APPROVAL AND INSPECTION BY CALTRANS OR CITIES, OBTAIN A PERMITFROM THOSE JURISDICTIONS 30 DAYS PRIOR TO CONSTRUCTION WITHIN THEIR RIGHT-OF-WAY.

6. ALL WORK SHALL CONFORM TO THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) ANDTHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SUPPLEMENTED WITH THE LOSANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PLANS 2000 EDITION. THE LATESTEDITIONS OF THESE MANUALS SHALL BE USED UNLESS OTHERWISE NOTED ON THE PLANS.

7. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY TOAVOID UNNECESSARY INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELINGPUBLIC. FAILURE TO COMPLY WITH THIS REQUIREMENT IS A VIOLATION OF SECTION 16.06.080 OF THECOUNTY HIGHWAY PERMIT ORDINANCE.

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENTPROPERTIES FROM ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OFDEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH ITS WORK.

9. THERE SHALL BE NO ABOVE-GROUND OBSTRUCTION IN ANY PORTION OF THE SIDEWALK EXCEPT WHERETHE WIDTH, EXCLUSIVE OF THE CURB WIDTH, IS 6 FEET OR GREATER.

10. AT THE EARLIEST OPPORTUNITY OR PRIOR TO FORMING SIDEWALKS, THE CONTRACTOR SHALL CONTACTTHE LOCAL POSTAL OFFICE FOR LOCATION APPROVAL AND TYPE OF MAILBOX RECEPTACLES TO BEINSTALLED. MAILBOX RECEPTACLES, WHEN LOCATED BEHIND THE CURB, SHALL NOT BE INSTALLEDWITHIN THE CURVE SECTIONS OF CUL-DE-SAC BULBS AND KNUCKLES.

11. CONSTRUCT WALK RETURNS AND TRANSITIONS PER DPW STANDARD PLAN 1130-1. WALK TRANSITIONSAROUND DRIVEWAYS AND UTILITIES SHALL CONFORM WITH DETAILS SHOWN HEREON.

12. CONSTRUCT RESIDENTIAL DRIVEWAYS (4” PCC ON 6” BASE) PER SPPWC STANDARD PLAN 110-2 UNLESSOTHERWISE SHOWN. PRIOR TO FORMING CURB AND GUTTER, THE CONTRACTOR SHALL CONFER WITHTHE COUNTY INSPECTOR TO SECURE APPROVAL FOR ALL DRIVEWAY LOCATIONS AND WIDTHS.

13. CONSTRUCT STREET NAME SIGNS PER LOCATIONS SHOWN ON PLAN IN ACCORDANCE WITH CURRENTCOUNTY SPECIFICATIONS AND STANDARD PLANS FOR STREET NAME SIGNS. INSTALLATIONS SHALLCONFORM TO “TYPE B” FOR STREETS CLASSIFIED AS RESIDENTIAL AND “TYPE A” FOR STREETS CLASSIFIEDAS ANY OTHER CLASSIFICATION ABOVE RESIDENTIAL. ALL STREET NAME SIGNS AT AN INTERSECTIONSHALL BE OF THE SAME TYPE AND SHALL HAVE ASTM TYPE IX RETRO-REFLECTIVE SHEETING WITH ANANTI-GRAFFITI OVERLAY FILM. CONTACT THE DPW SIGN SHOP AT (626)458-1700 FOR SPECIFICATIONS ANDSTANDARD PLANS. STREET NAME SIGNS SHALL BE POSTED PRIOR TO OCCUPANCY OF BUILDINGS.

14. PROVIDE A STREET LIGHTING SYSTEM APPROVED BY THE STREET LIGHTING SECTION, TRAFFIC ANDLIGHTING DIVISION; AND PROVIDE FOR THE TEMPORARY OPERATIONS OF THE STREET LIGHTING SYSTEM.CONTACT TRAFFIC AND LIGHTING DIVISION AT (626) 300-4726 FOR MORE INFORMATION.

15. THICKNESS OF BASE MATERIALS WILL BE DETERMINED BY CALIFORNIA BEARING RATIO (CBR) SOIL TESTAND ESTABLISHED BY THE DPW MATERIALS LABORATORY. THE APPLICANT’S ENGINEER SHALL REQUEST TESTBY DPW, MATERIALS LABORATORY AT (626) 458-7936 AFTER STREETS HAVE BEEN ROUGH GRADED.PLANS MUST BE REVISED TO SHOW ACTUAL BASE TO BE PLACED.

16. CRUSHED MISCELLANEOUS BASE (CMB) MAY BE USED UNDER CURB, GUTTER, WALKS, AND DRIVEWAYS INLIEU OF CRUSHED AGGREGATE BASE.

17. ANY DISTURBANCE OF LOOP DETECTORS OR SIGNAL EQUIPMENT WILL REQUIRE SIGNAL MODIFICATIONPLANS TO BE SUBMITTED TO TRAFFIC AND LIGHTING DIVISION. THE CONTRACTOR SHALL CONFORM WITHTHE APPROVED PLANS.

18. DRIVEWAYS SHALL NOT ENCROACH IN THE 5 (FIVE) FEET GUTTER PORTION OF LOCAL DEPRESSIONS.

19. PLANT STREET TREES PER SPPWC STANDARD PLAN 518-3 THROUGH 524-2 AS APPLICABLE, PRIOR TOOCCUPANCY OF BUILDINGS. SEE STREET TREE LIST HEREON. MINIMUM SIZE TREES SHALL BE 24’ BOXUNLESS OTHERWISE SPECIFIED HEREON.

20. ALL (NEW) UTILITY LINES SHALL BE UNDERGROUND PER SECTION 21.24.400 OF TITLE 21 OF THE LOSANGELES COUNTY CODE. CONTACT LAND DEVELOPMENT DIVISION ENCROACHMENT PERMITS ANDINSPECTIONS SECTION AT (626) 458-3129 FOR PERMITTING INFORMATION RELATED TO UTILITYINSTALLATIONS WITHIN THE PUBLIC RIGHT OF WAY. NO UTLITY STRUCTURE OR LINE SHALL BE PLACEDWITHIN THE PUBLIC RIGHT OF WAY WITHOUT HAVING VALID PERMITS. UNPERMITTED UTILITIES SHALL BEREMOVED AT CONTRACTOR’S/APPLICANT’S SOLE EXPENSE.

21. NO DRIVEWAYS SHOULD BE LOCATED WITHIN 25 FEET UPSTREAM OF A CATCH BASIN WHEN STREETGRADES IS 6% OR GREATER.

22. RIP RAP NOTES:

A. ROCKS FOR GROUTED RIP RAP SHALL BE GOOD QUALITY BROKEN CONCRETE AND/OR RIVER RUNROCK. THE SMALLEST DIMENSION SHALL NOT BE LESS THAN SIX (6) INCHES NOR GREATER THAN 18INCHES UNLESS OTHERWISE SPECIFIED. THE LARGEST DIMENSION SHALL NOT EXCEED FOUR (4)TIMES THE SMALLEST DIMENSION.

B. THERE SHALL BE A GROUT BED AT LEAST TWO (2) INCHES BENEATH THE FIRST LAYER OF ROCK. ALLTHE VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING BETWEENROCKS SHALL BE TWO (2) INCHES.

C. SURFACE ROCKS SHALL BE EMBEDDED FROM 1/2 TO 2/3 OF THEIR MAXIMUM DIMENSION.

23. PIPE BEDDING SHALL BE:

IN ACCORDANCE WITH LOS ANGELES COUNTY ENGINEER CASE A BEDDING PER DPW STANDARD PLAN3092-1 UNLESS OTHERWISE NOTED. THE BEDDING MATERIAL PLACED FROM THE BOTTOM OF THE PIPETO 1 FOOT OVER THE TOP OF THE PIPE SHALL BE SAND, CRUSHED AGGREGATE, OR NATIVEFREE-DRAINING GRANULAR MATERIAL AND SHALL HAVE A SAND EQUIVALENT OF 20 OR GREATER. ORACCORDING TO DPW STANDARD PLAN 3080-1, CASE 3, EXCEPT BELL AND SPIGOT PIPE WHICH SHALL BECASE 2 BEDDING, UNLESS OTHERWISE SHOWN. "W" VALUES SHALL BE AS SPECIFIED ON DPWSTANDARD PLAN 3080-1 FOR CASE 3 BEDDING, NOTES (A), (B), AND (C). IF THE "W" VALUE AT THE TIP OFTHE PIPE IS EXCEEDED, THE BEDDING SHALL BE MODIFIED, AND/OR PIPE OF ADDITIONAL STRENGTHSHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE DEPARTMENT.

24. ALL CONSTRUCTION JOINTS FOR P.C.C. CURBS, GUTTERS, DRIVEWAYS AND SIDEWALKS SHALL BE INACCORDANCE WITH SPPWC STANDARD PLAN NO. 112-2.

25. THE LATEST REVISED PLAN OR DRAWING SHALL BE USED UNLESS OTHERWISE SPECIFICALLY NOTED.

26. REPAIR ANY CURB, GUTTER, SIDEWALK, AND PAVEMENT BROKEN OR DAMAGED DURING CONSTRUCTION

27. A SIGNING AND STRIPING PLAN IS REQUIRED. THE APPLICANT SHALL SUBMIT SIGNING AND STRIPINGPLANS FOR APPROVAL TO TRAFFIC AND LIGHTING DIVISION (IF NOT ALREADY APPROVED) AND SHALLCONFORM WITH THE APPROVED SIGNING AND STRIPING PLAN PRIOR TO THE ACCEPTANCE OF THESTREETS FOR PUBLIC MAINTENANCE. AFTER OBTAINING THE CONSTRUCTION PERMIT, THE APPLICANTSHALL CONTACT OPERATIONAL SERVICES DIVISION AT (626) 458-1700 TO REQUEST THE FABRICATION ANDINSTALLATION OF REQUIRED SIGNAGE PER APPROVED PLANS. THE APPLICANT SHALL DEPOSITAPPROPRIATE FEES WITH LAND DEVELOPMENT DIVISION WHEN APPLYING FOR THE PERMIT TO ALLOWCOMPLETION OF THE NECESSARY WORK.

28. A TRAFFIC CONTROL PLAN MAY BE REQUIRED FOR WORK WITHIN PUBLIC RIGHT OF WAY. PRIOR TOSECURING A CONSTRUCTION OR EXCAVATION PERMIT, THE APPLICANT/CONTRACTOR SHOULD CONTACTLAND DEVELOPMENT DIVISION AT (626) 458-3129 AT THE EARLIEST POSSIBLE OPPORTUNITY TO DETERMINEIF SUCH A PLAN IS REQUIRED BASED ON THE PROPOSED SCOPE OF WORK. IF A TRAFFIC CONTROL PLAN ISDETERMINED TO BE NECESSARY, THE APPLICANT/CONTRACTOR SHALL SUBMIT PLANS TO LANDDEVELOPMENT DIVISION FOR APPROVAL.

29. ALL EXISTING SIGNS AND POSTS LOCATED WITHIN THE PUBLIC RIGHT OF WAY THAT INTERFERE WITHPROPOSED WORK SHALL BE REMOVED PRIOR TO WORK COMMENCING AND REPLACED IN KIND ONCEWORK HAS BEEN COMPLETED. PLEASE CALL OPERATIONAL SERVICES DIVISION AT (626) 458-1700 5 DAYSPRIOR TO COORDINAT

2 4

NOTES

1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT SITE AT ALL TIMES.

2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIASHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.

3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTEDFROM THE SITE BY THE FORCES OF WIND OR WATER.

4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TOCONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THEWEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHEDINTO THE DRAINAGE SYSTEM.

5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONSSHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENTCONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCEROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTALDEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WINDAND WATER.

B. THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE CALIFORNIA BMP HANDBOOK(CONSTRUCTION) OR CALTRANS STORMWATER QUALITY HANDBOOKS (CONSTRUCTION SITE BMP MANUAL), MAY APPLYDURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BYTHE PROJECT ENGINEER OR THE BUILDING OFFICAL):

EROSION CONTROL

EC1 SCHEDULINGEC2 PRESERVATION OF EXISTING VEGETATIONEC3 HYDRAULIC MULCHEC4 HYDROSEEDINGEC5 SOIL BINDERSEC6 STRAW MULCHEC7 GEOTEXTILES & MATSEC8 WOOD MULCHINGEC9 EARTH DIKES AND DRAINAGE SWALESEC10 VELOCITY DISSIPATION DEVICESEC11 SLOPE DRAINSEC12 STREAMBANK STABILIZATIONEC13 RESERVEDEC14 COMPOST BLANKETSEC15 SOIL PREPARATION\ROUGHENINGEC16 NON-VEGETATED STABILIZATION

TEMPORARY SEDIMENT CONTROL

SE1 SILT FENCESE2 SEDIMENT BASINSE3 SEDIMRNT TRAPSE4 CHECK DAMSE5 FIBER ROLLSSE6 GRAVEL BAG BERMSE7 STREET SWEEPING AND VACUUMINGSE8 SANDBAG BARRIERSE9 STRAW BALE BARRIERSE10 STORM DRAIN INLET PROTECTIONSE11 ACTIVE TREATMENT SYSTEMSSE12 TEMPORARY SILT DIKESE13 COMPOST SOCKS & BERMSSE14 BIOFILTER BAGS

WIND EROSION CONTROL

WE1 WIND EROSION CONTROL

EQUIPMENT TRACKING CONTROL

TC1 STABILIZED CONSTRUCTION ENTRANCE EXITTC2 STABILIZED CONSTRUCTION ROADWAYTC3 ENTRANCE/OUTLET TIRE WASH

NON-STORMWATER MANAGEMENT

NS1 WATER CONSERVATION PRACTICESNS2 DEWATERING OPERATIONSNS3 PAVING AND GRINDING OPERATIONSNS4 TEMPORARY STREAM CROSSINGNS5 CLEAR WATER DIVERSIONNS6 ILLICIT CONNECTION/DISCHARGENS7 POTABLE WATER/IRRIGATIONNS8 VEHICLE AND EQUIPMENT CLEANINGNS9 VEHICLE AND EQUIPMENT FUELINGNS10 VEHICLE AND EQUIPMENT MAINTENANCENS11 PILE DRIVING OPERATIONSNS12 CONCRETE CURINGNS13 CONCRETE FINISHINGNS14 MATERIAL AND EQUIPMENT USENS15 DEMOLITION ADJACENT TO WATERNS16 TEMPORARY BATCH PLANTS

WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL

WM1 MATERIAL DELIVERY AND STORAGEWM2 MATERIAL USEWM3 STOCKPILE MANAGEMENTWM4 SPILL PREVENTION AND CONTROLWM5 SOLID WASTE MANAGEMENTWM6 HAZARDOUS WASTE MANAGEMENTWM7 CONTAMINATION SOIL MANAGEMENTWM8 CONCRETE WASTE MANAGEMENTWM9 SANITARY/SEPTIC WASTE MANAGEMENTWM10 LIQUID WASTE MANAGEMENT

STORMWATER POLLUTION CONTROL REQUIREMENTS FORROAD CONSTRUCTION STORMWATER POLLUTION PLAN NOTES

1. CMB SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 200-2.4 OF THE “GREENBOOK”, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003EDITION OR LATEST EDITION.

2. PLACE A DEPOSIT WITH GEOTECHNICAL AND MATERIAL ENGINEERING DIVISION (GMED) TO INCLUDE THE CPST OF REVIEWING THE SUBMITTAL AND QUALITY ASSURANCETESTING. CONTACT GMED AT (626) 458-4928 EXTENSION 3687 FOR A COPY OF THE CURRENT COST ESTIMATE WORKSHEET.

3. SUBMIT THE FOLLOWING ITEMS TO GMED FOR REVIEW AND APPROVAL.* ALLOW A MINIMUM OF TWO (2) WORKING DAYS FOR REVIEW OF SUBMITTAL (S). CERTIFICATE OFCOMPLIANCE WILL NOT BE ACCEPTED AS A SUBSTITUTE FOR THESE TESTS.# SOURCE LOCATION OF CMB# CMB GRADATION (ASTM C 131 TEST GRADING)# R-VALUE (CT 301)# SAND EQUIVALENT (SE) (CT 217)# PERCENTAGE WEAR @ 100 AND @ 500 REVOLUTIONS (ASTM C 131)*NOTE: ANY ITEM NOT IN COMPLIANCE WITH SECTION 200-2.4 OF THE GREENBOOK MAY BE RESUBMITTED FOR REVIEW.

4. PRELIMINARY STAMPED APPROVAL FROM GMED WILL BE GIVEN WHEN ALL CMB ITEMS ARE IN COMPLIANCE WITH SECTION 200-2.4 OF THE GREENBOOK.5. SUBMIT A QUQLITY CONTROL (QC) PLAN TO GMED FOR REVIEW AND APPROVAL.

CRUSHED MISCELLANEOUS (CMB) NOTESPRIOR CONSTRUCTION

DURING CONSTRUCTION1. CONTACT GMED AT (626) 458-1707 TO SCHEDULE THE QUALITY ASSURANCE (QA) TESTING OF CMB. PROVIDE A MINIMUM OF 48 HOURS ADVANCE NOTICE.2. FOR EVERY 1,000 TONS OF CMB, A 100 LB SAMPLE SHALL BE OBTAINED AND THE FOLLOWING QUALITY TESTS PERFORMED BY GMED.

# SAND EQUIVALENT (CT 217) AND GRADATION PER SAMPLE# ONE (1) R-VALUE TESTS PER SAMPLE (CT 301)**# PERCENTAGE WEAR AT 100 AND AT 500 REVOLUTIONS (ASTM C131) PER SAMPLE.

3. FOR EVERY 2,500 SQUARE FEET OF CMB, AN IN-SITU DENSITY TEST SHALL BE PERFORMED BY GMED USING THE NUCLEAR GAUGE PER CT 231. PLEASENOTIFY GMED A MINIMUMOF 24 HOUR NOTICE TO SCHEDULE THIS TEST.

4. FINAL APPROVAL IS CONTINGENT UPON THE QA TEST RESULTS PROVIDED BY GMED.**THE R-VALUE REQUIREMENT MAY BE WAIVED PROVIDED THE MATERIAL HAS A SE OF 40 OR MORE.

AFTER CONSTRUCTIONSUBMIT THE RESULTS OF THE QUALITY CONTROL (QC) TEST TO GMED. A NOTIFICATION OF THE QC TEST RESULT APPROVAL SHALL BE PROVIDED TO THECOUNTY INSPECTOR.

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EXIT

ENTRY

EXIT


EXISTING CENTERLINE

EXISTING R/W

EXISTING R/W

SEE DETAIL "B" HEREONSEE DETAIL "A" HEREON

C/L STA MULBERRY DR: 14+10.88 W =C/L STA COLE RD: 00+00.05 N

1+00 2+00 3+00 4+00 5+00

60'

30'

30'

20'

10'

S00°04'06"W

FD SPK&W LA CO DPWPER PWFB 0828 1767 / 1768N:5149.3212' E:10234.4482'

0.5'

EXISTING ACSURFACE

EXISTING CURBAND GUTTER

1

14

EXISTING R/W

EXISTING CENTERLINE

STA:

04+

53.5

3BE

GIN

IMPR

OVEM

ENTS

(01.

58TC

)(0

1.13

GL)

(00.

95FL

)

STA:

05+

20.2

7EN

D IM

PROV

EMEN

TS(0

1.65

TC)

(01.

35GL

)(0

1.12

FL)

22

L4

1'20'

10'

30'

EXISTING WATERVALVE

1

2'

5+00

EXISTINGGUTTER

19

EXISTING PCCSURFACE

1

EXISTINGSIDEWALK

1

EXISTING STREET NAME SIGNCOLE RD & LINDHALL WAY

1

EXISTING ACSURFACE

7EXISTINGCURB

6 EXISTINGCURB

6

EXISTINGSIDEWALK

6REMOVE EXISTING DRIVEWAYAND REPLACE WITH 9.5' GREEN STRIP

EXISTINGCURB

1

8

ORCHARD DALE ELEMENTARY SCHOOL

EXISTINGCURB RAMP

6

COLE RD. EXISTING ACSURFACE

EXISTING CURBAND GUTTER

1

1

EXISTING PCCSIDEWALK

1

EXISTING R/W

4

EXISTING CENTERLINE

2 2

L3

1+00

6

EXISTINGGUTTER

1

20'

1'2'

5.5'

30'98

STA:

0+9

8.24

BEGI

N IM

PROV

EMEN

TS(0

1.29

TC),

(00.

50FL

)

STA:

01+

55.3

4 GU

TTER

EDG

EAN

GLE

PT01

.32T

C, 0

0.65

FL

STA:

01+

83.4

3EN

D IM

PROV

EMEN

TS(0

0.78

GL, 0

0.71

FL)

EXISTINGCURB

6 EXISTINGCURB

REMOVE EXISTING GRAVEL ANDREPLACE WITH GREEN STRIPWHEN CONSTRUCTING SIDEWALK.

EXISTINGMANHOLE

1

ORCHARD DALE ELEMENTARY SCHOOL

GB GB GB

8.33% MAX

STA:

01+

60.4

3 GU

TTER

EDG

EAN

GLE

PT01

.34T

C, 0

0.67

FL

01.5

6TC

/FS

0"CF

STA:

01+

67.4

3 BE

GIN

RAM

P01

.48

TC/F

S 0"

CF

STA:

01+

74.4

3 EN

D RA

MP

01.6

4 TC

, 00.

97FS

8" C

F

01.5

5TC

01.0

5FS

01.5

6TC

01.0

6FS

7'

4'

L7

L8 L9

C3

(01.

08)

FS

(00.

86)

FS

01.47FS

01.39FS

2.0%

2.0%

11

10

10

12

0" CF

3STA:

01+

08.2

401

.20T

C/GB

, 00.

53FL

10'

0.5'

LINE DATA TABLELINE

L1

L2

L3

L4

L5

L7

L8

L9

BEARING

N89° 57' 14.22"W

N89° 56' 23.00"W

S00° 10' 29.91"E

S00° 15' 03.52"W

S89° 56' 22.98"E

N00° 04' 06.26"E

N00° 04' 06.26"E

N00° 04' 06.26"E

DISTANCE

10.00'

84.88'

5.11'

66.61'

42.00'

7.00'

7.00'

3.40'

CURVE DATA TABLECURVE

C1

C2

C3

LENGTH

15.12'

15.12'

15.32'

RADIUS

10.00'

10.00'

20.75'

DELTA

86° 37' 40.38"

86° 37' 38.54"

42° 18' 45.42"

TANGENT

9.43'

9.43'

8.03'

C/L STA MULBERRY DR: 14+10.88 W=C/L STA COLE RD: 00+00.05 N


C/L STA MULBERRY DR: 14+10.88 W=C/L STA COLE RD: 00+00.05 N


COLE RD.

MU

LBER

RY

DR

DETAIL "B"SCALE: 1"=10'

0

SCALE: 1"=40'

40 80 120 160

3 4

COLE RD

AREA OF REMOVAL

AC SURFACE

PCC SURFACE

GRIND AND OVERLAY

DETAIL "A"SCALE: 1"=10'






1

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FROM 100' N/O MULBERRY DRIVE TO 500' N/O MULBERRY DRIVE

0

SCALE: 1"=10'

10 20 30 40

0

SCALE: 1"=10'

10 20 30 40

PER STANDARD PLANS FOR PUBLICWORKS CONSTRUCTION 120-2 TYPEA1-8 (200) 8"CF

CURB BUILT TO FULLHEIGHT ENTIRELENGTH OFTRANSITION

VARIABLE HEIGHTCURB FACE PERPLAN

DETAIL "A" 0"-8" CURB TRANSITION

NOT TO SCALE

0" CURBTC/FS PER PLAN

8" CURB UNLESS OTHERWISE NOTEDON PLANTC/FS PER PLAN

ADJACENT FINISHEDSURFACE, 7' TRANSITION.

PCC CURB PER STANDARD PLANSFOR PUBLIC WORKS CONSTRUCTION120-2 TYPE A1-8 (200) 8"CF

CURB BUILT TO FULLHEIGHT ENTIRELENGTH OFTRANSITION

TC/FS P

7/13/21

4 ft

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chnguyen

Highlight

GB GB 8.33% MAX STA: 01+60.43 GUTTER EDGE ANGLE PT 01.34TC, 00.67FL 01.56 TC/FS 0"CF STA: 01+67.43 BEGIN RAMP 01.48 TC/FS 0" CF STA: 01+74.43 END RAMP 01.64 TC, 00.97FS 8" CF 01.55TC 01.05FS 01.56TC 01.06FS 7' 4' L7 L8 L9 C3 (01.08) FS (00.86) FS 01.47 FS 01.39

chnguyen

Polygon

chnguyen

Polygon

chnguyen

Line

EXIT

EXISTING CENTERLINE

EXISTING R/W

EXISTING R/W

EXISTING R/W


50'SEE DETAIL "C" HEREON MULBERRY DR: 14+10.88 W =

COLE RD: 0+00.05 NMULBERRY DR: 16+65.42 W =STAMY RD: 0+00.00 S

50'

15+0016+0017+0018+0019+0020+0021+00

FD SPK&W LA CO DPWPER PWFB 0828-1767/1768N: 5149.3212' E: 10234.4482'

N89°56'30"W

EXIT

EXISTING R/W

EXISTING CURB& GUTTER


EXISTING CURB& GUTTER

1

1

1


EXISTING ACSURFACE

1

MULBERRY DR.

43

3

6

4

50'

9.5'

EXISTING CENTERLINE

2.0%

GB

L1

C1

C2

L2

17+0018+00

4'5.

5'2'

EXISTING LANDSCAPEAREA

1

EXISTING BUILDING

9

8

6

2

6

6

2

STA:

18+

64.2

4BE

GIN

IMPR

OVEM

ENTS

(99.

29 T

C, 9

9.67

FL)

STA:

18+

54.2

4 EC

R99

.40

TC, 9

8.73

FL

STA:

18+

44.2

6 BC

R(9

9.49

TC/F

S 0"

CF)

49.5

' RT

STA:

18+

45.0

799

.41T

C/FS

0" C

F45

.5' R

T

STA: 18+33.26C/L 22' DRIVEWAY

STA:

18+

22.2

6 EC

R(0

0.13

TC, 9

9.63

FS 6

" CF)

49.5

' RT

STA:

18+

21.4

399

.56T

C/FS

0" C

F45

.5' R

T

STA:

18+

12.1

7BC

R 10

' RT

99.6

7TC,

99.

00FL

40'

STA:

17+

27.4

0EN

D IM

PROV

EMEN

TS(0

0.15

TC, 9

9.52

FL)

C/L MULBERRY DR: 14+10.88 W =C/L STAMY RD: 0+00.05 N

1' 2'EXISTING BIKE ROUTEBEGIN SIGN

1

5

EXISTINGCURB

6EXISTING PCCSURFACE

FOR REMOVAL OF LOADING ZONE SEE DETAIL ON SHEET 1

GBGB

STA:

17+

32.4

000

.11T

C, 9

9.44

FL

5

GB

L5

N89°56'30"W

0.5'0.5'

AA

SEE TYPICAL DRIVEWAYSECTION A-A ON SHEET 1


1

GB

99.55FS

99.42FS

99.96TC98.88FS

00.00TC99.02FS

1"CF

R10'R10'

DEPR

ESS

BACK

OF W

ALK

2"

0-6" CURB TRANSITIONPER ON-SITE PLAN

LINE DATA TABLELINE

L1

L2

L3

L4

L5

L7

L8

L9

BEARING

N89° 57' 14.22"W

N89° 56' 23.00"W

S00° 10' 29.91"E

S00° 15' 03.52"W

S89° 56' 22.98"E

N00° 04' 06.26"E

N00° 04' 06.26"E

N00° 04' 06.26"E

DISTANCE

10.00'

84.88'

5.11'

66.61'

42.00'

7.00'

7.00'

3.40'

CURVE DATA TABLECURVE

C1

C2

C3

LENGTH

15.12'

15.12'

15.32'

RADIUS

10.00'

10.00'

20.75'

DELTA

86° 37' 40.38"

86° 37' 38.54"

42° 18' 45.42"

TANGENT

9.43'

9.43'

8.03'

FD N

OTHI

NGES

TB B

Y TI

ES P

ER P

WFB

082

8-67

8CN:

513

5.93

39' E

: 116

45.2

965'

N89°56'30"W

FD L&T PER PWFB0828-1542/1543N: 5139.3288' E: 8314.9582'

COLE RD.

MULBERRY DR

0

SCALE: 1"=40'

40 80 120 160

STAMY RD.

4 4

AREA OF REMOVAL

AC SURFACE

PCC SURFACE

GRIND AND OVERLAY






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SCO

TT A

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LIN

DH

ALL

WA

Y

DETAIL "C"SCALE: 1"=10'

0

SCALE: 1"=10'

10 20 30 40

STA

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.

CC

MODIFIED TYPE C DRIVEWAY DETAIL MULBERRY DRIVE

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Documents

1TITLE SHEET 2GENERAL NOTES 3COLE RD 4MULBERRY DR …