N CRESCENT DR. N CANON - Beverly Hills, California · 2.decomposed granite path. per separate...

SET XN=1849379.7236

E=6439843.8012

EL=267.23

SET XN=1849183.4670

E=6439603.2532

EL=270.44

SET XN=1849024.2288

E=6439729.757

EL=266.55

BENCH

gate

stora

ge

tolie

t room

s

18

2

3434

2

2

2

14

6

11

35

1

11

1

1

1

1

1

1

1

1

1

6

6

6

6

6

6

25

25

25

25

2525

25

25

25

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

34343333

1

1

1

3434

18

17

1717 1717

CONSTRUCTION NOTES:

-PROTECT IN PLACEEXISTING TO REMAIN

EXISTING TO REMOVE

CONSTRUCT REMOVE & RELOCATE

ADJUST TO GRADE

1. MOW STRIP.

2. DECOMPOSED GRANITE PATH.

PER SEPARATE CONTRACT

6. PCC PAVEMENT.

14. STREET LIGHT PULL BOX.

17. BENCH.

18. ARTWORK.

25. CONCRETE CURB.

33. UTILITY MANHOLE.

34. UTILITY VAULT

35. WATER REGULATOR.

11. SIGN.

LEGEND:LIMITS OF WORK

1. ALL HARDSCAPE WITHIN THE PROJECT LIMITS SHALL BE REMOVED, EXCEPT

AS NOTED HEREON TO PROTECT IN PLACE. ALL SOFTSCAPE DEMOLITION,

DESIGN, AND CONSTRUCTION, INCLUDING LANDSCAPING, PLANTING, AND

IRRIGATION, SHALL BE PER THE LANDSCAPE PLANS.

2. REFER TO ELECTRICAL PLANS FOR DEMOLITION, DISPOSITION, AND

CONSTRUCTION OF ELECTRICAL SYSTEMS, CONDUITS, AND HVP LIGHTING.

THIS INCLUDES EXISTING TREE-MOUNTED LIGHTING.

GENERAL NOTES:

SCALE: 1" =

0'

GRAPHIC SCALE

20' 10'

20'

40'20'

C1.01

EXISTING CONDITIONAND DEMOLITION PLAN

N C

AN

ON

N C

RE

SC

EN

T D

R.

N SANTA MONICA BLVD

Sheet Number:

Date:

File Name:

Sheet Title:

Submittals:

Project No:

12.22.16

BEV2016

Project Title:

Beverly Gardens Park

BLOCK # 13:

City of Beverly Hills

HUNTER AND HOUNDS GARDEN

landscape architecture | urban design | planning

185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com

MIA LEHRER + ASSOCIATES

Civil EngineerPSOMAS INC.Ryan Lynch, PE, LEED AP555 S. Flower St., #4300Los Angeles, CA [email protected]: 213.223.1529

Electrical EngineerP2S ENGINEERING, INC.Wes McKean, Group Manager5000 E. Spring St., 8th FloorLong Beach, CA [email protected]: 562.497.2999

Lighting DesignerHORTON LEES BROGDENLIGHTING DESIGNHT Tina Aghasslan, LC x 319Adam Levine, Designer x 3038580 Washington BlvdCulver City, CA [email protected]

[email protected]: 310.837.0929

100% CD /BID SET 12.22.16

SurveyorBLC SURVEYING, INC.Terry Dunkel, P.L.S.5552 Cerritos Ave., Suite GCypress, CA. [email protected]: 714.995.4305

ADDENDUM I 04.13.2017

NOT A PARTREFER TO SEPERATE BEVERLY

GARDENS RESTROOM PLANS

1

1

1

1

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THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE LANDSCAPE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE LANDSCAPE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE LANDSCAPE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE LANDSCAPE ARCHITECT. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE LANDSCAPE ARCHITECT IS TO BE INFORMED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. EXISTING CONDITIONS AND LOCATIONS OF UTILITIES HAVE NOT BEEN VERIFIED INDEPENDENTLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BEFORE BEGINNING WORK TO DETERMINE THE EXACT LOCATION OF ALL EASEMENTS AND EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS AND ENGINEERING REQUIRED NOT INCLUDED IN THESE DRAWINGS. CIVIL, STRUCTURAL AND MECHANICAL ENGINEERING BY OTHERS. GRADING AND DRAINAGE BY OTHERS. SHOP DRAWINGS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.

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DIAL BEFORE YOU DIG

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SERVING NINE SOUTHERN CALIFORNIA COUNTIES

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DIAL BEFORE

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YOU DIG!

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PLAY IT SAFE.

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AT LEAST TWO

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WORKING DAYS

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PRIOR TO

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EXCAVATING

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1-800-422-4133

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No. C71441

AutoCAD SHX Text

Exp. 12/31/17

SET XN=1849379.7236

E=6439843.8012

EL=267.23

SET XN=1849183.4670

E=6439603.2532

EL=270.44

SET XN=1849024.2288

E=6439729.757

EL=266.55

BENCH

gate

stora

ge

tolie

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s

N:1848964.05E:6439731.38

C/L INTERSECTION

N:1849260.59E:6439814.23

N:1849225.10E:6439851.25

N:1849211.82E:6439838.10N:1849161.10

E:6439776.42

N:1849256.31E:6439811.31

N:1849247.11E:6439814.77

N:1849204.36E:6439752.86

N:1849249.57E:6439806.62

N:1849197.62E:6439738.46

N:1849195.39E:6439733.65

N:1849191.49E:6439746.06

N:1849238.20E:6439811.10

N:1849192.80E:6439756.80

L1

L2

L3

L4

L5

L6

C1

C2

C3

C4

C5 C6

C8

C7

C9

C10

C17

C11C12

C13

C21

C20

C19

C15

C16

C22

C26C25

C24C23

N:1849087.82E:6439734.44

N:1849075.61E:6439731.81

N:1849125.35E:6439741.98

N:1849173.54E:6439702.55

L7

L8

CURVE TABLE

CURVE

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C15

C16

C17

C19

C20

C21

C22

LENGTH

12.19'

22.07'

3.94'

18.94'

12.52'

38.37'

20.88'

18.35'

21.89'

12.30'

24.09'

27.82'

23.78'

36.92'

104.65'

36.32'

25.37'

39.30'

24.90'

117.16'

RADIUS

26.78'

13.61'

114.70'

30.37'

187.88'

45.01'

177.69'

29.10'

13.60'

26.76'

31.64'

45.97'

31.74'

34.87'

64.51'

34.85'

48.38'

58.78'

48.49'

69.18'

DELTA

26°04'47"

92°55'00"

1°58'03"

35°44'11"

3°49'04"

48°50'51"

6°43'59"

36°07'00"

92°14'40"

26°20'10"

43°37'34"

34°40'49"

42°55'22"

60°39'41"

92°56'12"

59°42'42"

30°02'41"

38°18'13"

29°24'55"

97°02'05"

TANGENT

6.20'

14.32'

1.97'

9.79'

6.26'

20.44'

10.45'

9.49'

14.14'

6.26'

12.66'

14.35'

12.48'

20.40'

67.91'

20.00'

12.98'

20.41'

12.73'

78.24'

CURVE TABLE

CURVE

C23

C24

C25

C26

LENGTH

13.04'

32.62'

13.80'

33.56'

RADIUS

6.99'

27.20'

7.08'

26.77'

DELTA

106°57'31"

68°43'28"

111°42'19"

71°49'46"

TANGENT

9.43'

18.59'

10.44'

19.39'

LINE TABLE

LINE #

L1

L2

L3

L4

L5

L6

L7

L8

LENGTH

181.42'

25.47'

5.05'

17.11'

62.27'

12.49'

22.89'

14.66'

BEARING

N7° 57' 23"E

N30° 27' 55"E

N5° 21' 47"E

N70° 39' 57"E

N39° 17' 24"W

N12° 10' 03"E

N30° 27' 55"E

N70° 39' 57"E

SCALE: 1" =

0'

GRAPHIC SCALE

20' 10'

20'

40'20'

HORIZONTAL CONTROL

C2.01

LEGEND:LEGEND:

DECOMPOSED GRANITE

LIMITS OF WORK

VERTICAL CONTROL:

VERTICAL VALUES SHOWN HEREON ARE BASED UPON NATIONALGEODETIC VERTICAL DATUM OF 1929 (NGVD29) UTILIZING CITY OFBEVERLY HILLS BENCHMARKS LISTED BELOW.

BENCHMARK NO: 344:

SANTA MONICA SOUTH @ RODEO (SE CORNER) BRASS PLUG (STAMPED344N) IN SANTA MONICA CURB, CENTER 8.0 CATCH BASIN.ELEV = 263.14 FEET (ADJUSTED IN 2012)

BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OFNORTH SANTA MONICA BOULEVARD, SHOWN AS N 50°42'38" E.

UNIT PAVERS

N C

AN

ON

N C

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SC

EN

T D

R.

N SANTA MONICA BLVD

Sheet Number:

Date:

File Name:

Sheet Title:

Submittals:

Project No:

12.22.16

BEV2016

Project Title:


BLOCK # 13:










100% CD /BID SET 12.22.16





PLAN

1

1

1

1

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DIAL BEFORE YOU DIG

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DIAL BEFORE

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YOU DIG!

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PLAY IT SAFE.

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AT LEAST TWO

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WORKING DAYS

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PRIOR TO

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EXCAVATING

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1-800-422-4133

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No. C71441

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Exp. 12/31/17

RD OD

RD

OD

SET XN=1849379.7236

E=6439843.8012

EL=267.23

SET XN=1849183.4670

E=6439603.2532

EL=270.44

SET XN=1849024.2288

E=6439729.757

EL=266.55

BENCH

2

2

2

2

16

1

1

1

3737

3737

1

1

1

1 1

17

17 17

17

20

1

1

2

2

2

2

GB

GB

GB

GB GB

GB

GB

GB

20

1

11

1

1

1

1

3.3%

0.6%1.3%

0.9%

1.0%

1.6%

1.0%

1.0%

2.3%

2.4%

2.5%

4.4%

1.2%

1.1%

1.2

%

270

269

269

269

268

268

267

266

265

268

271

268.48FS

269.43FS

268.80FS

(267.88) TC(267.13) FS

(267.69) TC(266.94) FS

(270.66) TC(270.51) FS

(270.82) TC(270.64) FS

(271.73) TC(271.23) FS

(272.01) TC(271.30) FS

(268.28) TC(267.68) FS

(268.06) TC(267.62) FS

(265.73) TC264.76 FS

(265.60) TC(264.76) FS

1

(268.78) TC268.40 FS

(268.61) TC268.36 FS

(269.03) TC268.74 FS

(268.99) TC268.48 FS

(269.22) TC269.09 FS

(269.23) TC269.11 FS

(269.45) TC269.21 FS

(269.24) TC269.20 FS

(269.75) TC269.58 FS

(270.07) TC269.75 FS

(270.49) TC270.35 FS

(270.66) TC270.40 FS (270.29) TC

269.96 FS

(270.22) TC=TW269.92 FS

272.00 TW269.00 FS

272.33 TW269.33 FS

272.32 TW269.32 FS

272.16 TW269.16 FS

269.74 TC269.53 FS

(270.44) TC270.21 FS

(270.81) TC270.40 FS

(270.00) TC269.81 FS

(269.25) TC=TW269.01 FS

(268.71) TC(268.54) FS

(268.81) TC(268.61) FS

(269.18) TC268.92 FS

272.00 TW270.35 FS

269.53 TC269.36 FS

(269.32) TC269.08 FS

(269.17) TC268.99 FS

(268.57) TC268.18 FS

(268.35) TC268.20 FS

(268.56) TC268.53 FS

(268.22) TC267.84 FS

(269.21) TC268.95 FS

(269.28) TC269.11 FS

(269.38) TC268.97 FS

(269.03) TC268.51 FS

(266.34) TC265.91 FS

(266.20) TC265.82 FS

(268.29) TC268.06 FS

(268.15) TC267.71 FS

(268.45) TC268.45 FS

(270.78) TC270.78 FS

(269.56) TC269.55 FS

(271.98) TC271.98 FS

272.00 TW270.00 FS

272.00 TW269.61 FS

271

270

271

39

SS SS SS SS SS SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

UG

CO

MU

G C

OM

UG

CO

MU

G C

OM

UG

CO

MU

G C

OM

T T T T T T T T T T T T

FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA

GG

GG

GG

GG

G G G G G G G G G G G G

OLC OLC OLCOLC

OLC OLC OLC OLCOLC

OLCOLC OLC

T

SS

SS

SS

SS

SD

SD

SS

SS

SS

T

IC

IC

ICSS

CONSTRUCTION NOTES:


EXISTING TO REMOVE


ADJUST TO GRADE

1. CONCRETE CURB, REFER TO SHEET L2.20, DETAIL 2.

2. DECOMPOSED GRANITE PATH, REFER SHEET L2.20, DETAIL 1.


CONSTRUCTION NOTES:


EXISTING TO REMOVE


ADJUST TO GRADE

1. CONCRETE CURB, REFER TO SHEET L2.20, DETAIL 2.

2. DECOMPOSED GRANITE PATH, REFER SHEET L2.20, DETAIL 1.


37. CONCRETE BAND, REFER TO SHEET L2.20, DETAIL 5.37. CONCRETE BAND, REFER TO SHEET L2.20, DETAIL 5.

16. CONCRETE PAVERS. REFER TO LANDSCAPE PLANS FOR SECTION DETAIL,

SIZE, COLOR, AND COMPOSITION.

17. BENCH.

18. CURB.

16. CONCRETE PAVERS. REFER TO LANDSCAPE PLANS FOR SECTION DETAIL,

SIZE, COLOR, AND COMPOSITION.

17. BENCH.

18. CURB.20. GARDEN WALL. REFER TO LANDSCAPE PLANS FOR DETAIL. INSTALL 4" PVC

PERFORATED PIPE BEHIND WALL AS SHOWN ON LANDSCAPE PLANS. PIPE

SHALL BE WRAPPED WITH FILTER FABRIC AND BACKFILLED WITH GRAVEL.

PIPE SHALL BE PLACED FLAT. PIPE SHALL CONNECT TO STORM DRAIN IN SIX

LOCATIONS WHERE PIPE CROSSES STORM DRAIN, USING SPPWC STANDARD

PLAN 335-2 CASE 2 FOR CONNECTION.

20. GARDEN WALL. REFER TO LANDSCAPE PLANS FOR DETAIL. INSTALL 4" PVC

PERFORATED PIPE BEHIND WALL AS SHOWN ON LANDSCAPE PLANS. PIPE

SHALL BE WRAPPED WITH FILTER FABRIC AND BACKFILLED WITH GRAVEL.

PIPE SHALL BE PLACED FLAT. PIPE SHALL CONNECT TO STORM DRAIN IN SIX

LOCATIONS WHERE PIPE CROSSES STORM DRAIN, USING SPPWC STANDARD

PLAN 335-2 CASE 2 FOR CONNECTION.

LEGEND:

PLANTED PER LANDSCAPE PLANS

Decomposed Granite

1. ALL HARDSCAPE WITHIN THE PROJECT LIMITS SHALL BE REMOVED, EXCEPT

AS NOTED HEREON TO PROTECT IN PLACE. ALL SOFTSCAPE DEMOLITION,

DESIGN, AND CONSTRUCTION, INCLUDING LANDSCAPING, PLANTING, AND

IRRIGATION, SHALL BE PER THE LANDSCAPE PLANS.

2. REFER TO ELECTRICAL PLANS FOR DEMOLITION, DISPOSITION, AND

CONSTRUCTION OF ELECTRICAL SYSTEMS, CONDUIT, AND HVP LIGHTING.

THIS INCLUDES EXISTING TREE-MOUNTED LIGHTING.

3. GRADING OPERATION WITHIN TREE ROOT ZONES AND/OR TREE DRIP LINES

SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS PROVIDED BY

THE LANDSCAPE ARCHITECT.

GENERAL NOTES:

UNIT PAVER WALKWAY PERLANDSCAPE PLAN DETAIL

235

LIMITS OF WORK

PROPOSED CONTOUR LINE

EXISTING PATRICIAN WALL

PROPOSED RIDGE LINE

PROPOSED GRADE BREAK

R

GB

EXISTING ELEVATION

PROPOSED ELEVATION

(235.00)

235.00

SCALE: 1" =

0'

GRAPHIC SCALE

20' 10'

20'

40'20'

GRADING PLAN

C3.01

N C

AN

ON

N C

RE

SC

EN

T D

R.

N SANTA MONICA BLVD

Sheet Number:

Date:

File Name:

Sheet Title:

Submittals:

Project No:

12.22.16

BEV2016

Project Title:


BLOCK # 13:










100% CD /BID SET 12.22.16



2.

1.

5.



1

1

11

AutoCAD SHX Text


AutoCAD SHX Text

DIAL BEFORE YOU DIG

AutoCAD SHX Text


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DIAL BEFORE

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YOU DIG!

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PLAY IT SAFE.

AutoCAD SHX Text

AT LEAST TWO

AutoCAD SHX Text

WORKING DAYS

AutoCAD SHX Text

PRIOR TO

AutoCAD SHX Text

EXCAVATING

AutoCAD SHX Text

1-800-422-4133

AutoCAD SHX Text

No. C71441

AutoCAD SHX Text

Exp. 12/31/17

SET XN=1849379.7236

E=6439843.8012

EL=267.23

SET XN=1849183.4670

E=6439603.2532

EL=270.44

SET XN=1849024.2288

E=6439729.757

EL=266.55

BENCH

gate

stora

ge

tolie

t room

s

RD OD

RD

OD

1

2

3

3

1

1

1

1

CONSTRUCTION NOTES:


EXISTING TO REMOVE


ADJUST TO GRADE

1. INSTALL GRAVEL BAG BERM PER SE-6, TWO BAGS HIGH.

2. CONSTRUCTION ENTRANCE PER TC-1.

3. STORM DRAIN INLET PROTECTION PER SE-10.


1. PREPARATION OF SWPPP SHALL BE DEFERRED TO THE CONTRACTOR. CONTRACTOR IS

RESPONSIBLE FOR SUBMITTAL AND APPROVAL OF SWPPP.

2. IN CASE OF EMERGENCY, CALL ______________________________ AT

_______________________.

3. TOTAL DISTURBED AREA ____________________ WDID #______________________________

3.1. RISK LEVEL 1 2 3 (CIRCLE ONE AS DETERMINED BY STATE GENERAL PERMIT FOR SITESGREATER THAN 1 ACRE).

4. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING

CONSTRUCTION. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT

CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES

WHEN RAIN IS IMMINENT.

5. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY

THE BUILDING OFFICIALS IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT

WHERE THEY ARE NO LONGER REQUIRED.

6. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN

AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE

SOILS AND DEBRIS THAT MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL

BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS.

7. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH

RAINSTORM AND BE DISPOSED OF PROPERLY.

8. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE

EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS

AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES

MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS.

9. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN

POLLUTANTS WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER.

ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER

POLLUTANTS ON SITE.

10. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND

APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIALS.

11. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS

NEEDED, AS THE PROJECT PROGRESSES, THE DESIGN AND PLACEMENT OF ADDITIONAL

DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES

MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL.

12. EVERY EFFORT SHOULD BE MADE TO ELIMINATED THE DISCHARGE OF NON-STORM WATER

FROM THE PROJECT SITES AT ALL TIMES.

13. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE

TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE

COURSES, OR WIND.

14. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE

PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR

WATER.

15. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE

WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATER. ALL

APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS

MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY

NOT BE WASHED INTO THE DRAINAGE SYSTEM.

16. EXCESS OF WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER

DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE

UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

17. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL

DEVICES AND BMPs ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 50% OR

GREATER PROBABILITY OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A

CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED

AT THE PROJECT SITE AT ALL TIME AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL

(COPIES OF THE SELF-INSPECTION CHECK LIST AND INSPECTION LOGS ARE AVAILABLE UPON

REQUEST).

18. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED

RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

19. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FORM THE SITE BY VEHICLE

TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT

SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST

BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

20. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO

AS TO INHIBIT EROSION BY WIND AND WATER.

21. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL

DEVICES AND BMPs ARE INSTALLED AND FUNCTIONING PROPERLY AS REQUIRED BY THE

STATE CONSTRUCTION GENERAL PERMIT. A CONSTRUCTION SITE INSPECTION CHECKLIST

AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND

AVAILABLE FOR REVIEW BY THE BUILDING OFFICIALS.

22. SEE LIST OF BMPs FROM "CASQA CONSTRUCTION BMP ONLINE HANDBOOK" HEREON WHICH

MUST BE IMPLEMENTED FOR ALL CONSTRUCTION ACTIVITIES AS APPLICABLE. AS AN

ALTERNATIVE, DETAILS FROM "CALTRANS STORMWATER QUALITY HANDBOOKS,

CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL" MAY BE USED.

ADDITIONAL MEASURES MAY BE REQUESTED IF DEEMED APPROPRIATE BY THE BUILDING

OFFICIAL.

GENERAL NOTES:

LEGEND:

000000000

GRAVEL BAG BERM

LIMIT OF WORK

00 0 0

0000

INLET PROTECTION

CONSTRUCTION ENTRANCE

SCALE: 1" =

0'

GRAPHIC SCALE

20' 10'

20'

40'20'

C4.01

EROSION CONTROLPLAN

N C

AN

ON

N C

RE

SC

EN

T D

R.

N SANTA MONICA BLVD

Sheet Number:

Date:

File Name:

Sheet Title:

Submittals:

Project No:

12.22.16

BEV2016

Project Title:


BLOCK # 13:










100% CD /BID SET 12.22.16





1

1

1

1

AutoCAD SHX Text

hand rail

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hand rail

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hand rail

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hand rail

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DIAL BEFORE YOU DIG

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DIAL BEFORE

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YOU DIG!

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PLAY IT SAFE.

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AT LEAST TWO

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WORKING DAYS

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PRIOR TO

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EXCAVATING

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1-800-422-4133

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No. C71441

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Exp. 12/31/17

RDOD

RD

OD

BE

NC

H

SS SS SS SS SS SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

UG

C

OM

UG

C

OM

UG

C

OM

UG

C

OM

UG

C

OM

UG

C

OM

T T T T T T T T T T T T

FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA FOCA

FOCA

FOCA

FOCA

G

G

G

G

G

G

G

G

10" SS VCP

G G G G G G G G G G G G

OLC OLC

OLC

O

L

C

OLC OLC OLC

OLC

OLC

OLC

OLCOLC

T

SS

SS

SS

SS

S

D

S

D

SS

SS

SS

T

IC

IC

IC

SS

2''W

2''W

7

4"-26LF

S=0.034

1

2"-96LF

2

3

5

10

10

8

6

265.97

INV.

266.86

INV.

CONSTRUCTION NOTES:

-PROTECT IN PLACE

EXISTING TO REMAIN

EXISTING TO REMOVE


ADJUST TO GRADE

1. WATER PVC, SCH. 80 WITH PVC FITTINGS, PIPE BEDDING PER CITY OF BEVERLY HILLS

STD. PLAN BH11, CASE 1 BEDDING, UNLESS OTHERWISE NOTED

2. CONNECT TO EXISTING WATER LINE. CONTRACTOR SHALL VERIFY LOCATION AND

DEPTH OF EXISTING PRIOR TO CONSTRUCTION

3. DOMESTIC WATER METER

4. NOT USED

5. DOMESTIC WATER BACKFLOW PREVENTER. SIZE PER ADJOINING PIPE. AMES MODEL

LFM300 DOUBLE CHECK ASSEMBLY (OR APPROVED EQUIVALENT)

6. CONNECT TO EXISTING SEWER LINE. CONTRACTOR SHALL VERIFY LOCATION AND

DEPTH OF EXISTING PRIOR TO CONSTRUCTION

7. PVC SEWER PIPE (SDR 35), SIZE AND LENGTH PER PLAN. PIPE BEDDING PER CITY OF

BEVERLY HILLS STD. PLAN BH11, CASE 1 BEDDING, UNLESS OTHERWISE NOTED

8. EXISTING SANITARY SEWER LINE

9. NOT USED

10. STUB OUT FOR BUILDING CONNECTION, REFER TO PLUMBING PLANS

FOR SIZE


W

E

SS

SD

LEGEND:

LIMIT OF WORK

EXISTING RETAINING WALL

EXISTING BUILDING

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING IRRIGATION LINE

EXISTING ELECTRICAL LINE

PROPOSED STORM DRAIN LINE

PROPOSED SANITARY SEWER LINE

PROPOSED WATER LINE

SS

EXISTING FIRE HYDRANT

EXISTING FIRE DEPARTMENT CONNECTION

EXISTING CLEAN OUT

DOMESTIC WATER BACKFLOW PREVENTER

EXISTING LIGHT POLE AND FIXTURE

EXISTING SIGN

W

IRR

1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF

EXISTING PIPE PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH CITY PRIOR

TO CONNECTION.

SD

GENERAL NOTES:

SCALE: 1" =

0'

GRAPHIC SCALE

20' 10'

20'

40'20'

C5.01

CIVIL UTILITY

PLAN

N C

AN

ON

N C

RE

SC

EN

T D

R.

N SANTA MONICA BLVD

Sheet Number:

Date:

File Name:

Sheet Title:

Submittals:

Project No:

12.22.16

BEV2016

Project Title:


BLOCK # 13:






Civil Engineer

PSOMAS INC.

Ryan Lynch, PE, LEED AP

555 S. Flower St., #4300

Los Angeles, CA 90071

[email protected]

tel: 213.223.1529

Electrical Engineer

P2S ENGINEERING, INC.

Wes McKean, Group Manager

5000 E. Spring St., 8th Floor

Long Beach, CA 90815

[email protected]

tel: 562.497.2999

Lighting Designer

HORTON LEES BROGDEN

LIGHTING DESIGN

HT Tina Aghasslan, LC x 319

Adam Levine, Designer x 303

8580 Washington Blvd

Culver City, CA 90232

[email protected]

[email protected]

tel: 310.837.0929

100% CD /

BID SET 12.22.16

Surveyor

BLC SURVEYING, INC.

Terry Dunkel, P.L.S.

5552 Cerritos Ave., Suite G

Cypress, CA. 90630

[email protected]

tel: 714.995.4305


1

1

1

1

AutoCAD SHX Text

CO

AutoCAD SHX Text

FDC

AutoCAD SHX Text


AutoCAD SHX Text

DIAL BEFORE YOU DIG

AutoCAD SHX Text


AutoCAD SHX Text

DIAL BEFORE

AutoCAD SHX Text

YOU DIG!

AutoCAD SHX Text

PLAY IT SAFE.

AutoCAD SHX Text

AT LEAST TWO

AutoCAD SHX Text

WORKING DAYS

AutoCAD SHX Text

PRIOR TO

AutoCAD SHX Text

EXCAVATING

AutoCAD SHX Text

1-800-422-4133

AutoCAD SHX Text

No. C71441

AutoCAD SHX Text

Exp. 12/31/17

N CRESCENT DR. N CANON - Beverly Hills, California · 2.decomposed granite path. per separate...

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