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Last O

pened: Jan 09, 2019 - 5:28pm

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APPR

ASSOC.

PLAN

APPR

CKR

DATE

RCE

APPRDATE

REV#

RECORD

REVISION DESCRIPTION

DATE

Phone: 661.284.7400

Santa Clarita California 91355-1096

25152 Springfield Court Suite 350

PREPARED UNDER THE SUPERVISION OF:

REVISION BLOCK

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OWNER / DEVELOPER:

HENGHOU GROUP

1378 WEST ZHONGSHAN

ROAD

NINGBO, CHINA

KARL MALLICK R.C.E. NO. 42529

BASED UPON INFORMATION SUPPLIED BY THE CITY

INSPECTOR AND CONTRACTOR (NOT) FIELD VERIFIED

ENGINEER: RCE DATE

CAPITAL PROGRAM MANAGER DATE

"AS-BUILTS"

TRACT 72565

STREET LIGHT PLANS

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE IMPROVEMENTS AS

SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS

AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE

IMPROVEMENTS. I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND

ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF LANCASTER IS A REVIEW

FOR THE LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY

STANDARDS/PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW

PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE

IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY RESPONSIBILITY.

SIGNATUREDATE

LICENSE NO.EXP.

XXXXX

XX/XX/2018

DECLARATION OF ENGINEER OF RECORD

BENCHMARK

THE EXISTENCE AND LOCATION OF ANY AND ALL CONDUITS, UTILITY PIPES, AND STRUCTURES

SHOWN ON HIS SET OF PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS AT

THE TIME OF DESIGN. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES

WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AT THE TIME OF DESIGN EXCEPT AS

SHOWN ON THIS SET OF PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT ANY AND ALL UTILITY LINES SHOWN ON THIS SET

OF PLANS. THE CONTRACTOR FURTHER ASSUMES ANY AND ALL LIABILITY AND

RESPONSIBILITY FOR THE CONDUITS, UTILITY PIPES, AND STRUCTURES SHOWN ON THIS SET

OF DRAWINGS.

THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY

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

THIS STIPULATION INCLUDES THE SAFETY OF ANY AND ALL PERSONS AND PROPERTY. THE

CONTRACTOR SHALL FURTHER DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER

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

PERFORMANCE OF WORK ON THIS PROJECT, WITH THE EXCEPTION OF LIABILITY ARISING

FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

NAME DATE

PRIVATE ENGINEER'S NOTICE TO CONTRACTOR

RCE #XXXXX

THE REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT THESE PLANS HAVE BEEN

PREPARED IN ACCORDANCE WITH THE CITY OF LANCASTER ENGINEERING DESIGN

GUIDELINES POLICIES & PROCEDURES.

ENGINEER'S CERTIFICATION

1. COVER SHEET

2. AVE J-12 TO AVE J-10 AT 65TH STREET WEST PROPOSED & EXITING LIGHT POLES

3. AVE J-8 TO AVE J-10 AT 65TH STREET WEST PROPOSED & EXITING LIGHT POLES

4. DETAILS

SHEET INDEX

THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NXX°XX'XX"W OF THE CENTER LINE OF

30TH STREET EAST AS SHOWN ON TRACT NO. 060133, FILED IN BOOK 1301, PAGES 84-92, IN THE

OFFICE OF THE COUNTY RECORDER OF LOS ANGELES COUNTY.

BASIS OF BEARING

BENCHMARK: BM NO. TL 3326

LOS ANGELES COUNTY SURVEYOR'S BENCH MARK NO. TL3326

A COUNTY SURVEYOR'S MONUMENT IN WELL 0.7' DOWN AT THE

CENTERLINE INTERSECTION OF AVENUE K & FUTURE 65TH ST W, MARKED

(1/4 COR 22, 27, T7N, R13W)

NAVD88 ELEVATION 2379.725 2012 ADJUSTMENT

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION AND ALL “STANDARD PLANS” AND “SPECIAL

PROVISIONS” REFERENCED.

2. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE PER THE CURRENT CITY OF

LANCASTER STANDARDS, POLICIES, CODES, AND PERMIT REQUIREMENTS, AND SHALL BE

DONE UNDER THE INSPECTION OF, AND TO THE SATISFACTION OF THE DEVELOPMENT

SERVICES DIRECTOR, OR HIS REPRESENTATIVE. APPLICATION FOR INSPECTION BY THE CITY

OF LANCASTER SHALL BE MADE BY THE CONTRACTOR AT LEAST TWENTY-FOUR (24) HOURS

BEFORE THE SERVICES THEREOF WILL BE REQUIRED. PHONE (661)723-6157.

3. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION

WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY

OWNERS AND TO THE TRAVELING PUBLIC. FAILURE TO COMPLY WITH THIS REQUIREMENT IS

A VIOLATION OF THE CITY OF LANCASTER HIGHWAY PERMIT ORDINANCE.

4. PERMITS, RIGHT-OF-ENTRY, DEDICATIONS, TRESPASSING AND EXTENSIONS:

A. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF LANCASTER

DEVELOPMENT SERVICES DEPARTMENT PRIOR TO START OF WORK.

B. A PRECONSTRUCTION MEETING WITH THE PUBLIC WORKS INSPECTOR IS

REQUIRED PRIOR TO START OF WORK.

C. RIGHT OF ENTRY FOR ANY WORK PERFORMED ON ADJACENT PROPERTIES IS

REQUIRED. PERMISSION FOR RIGHT OF ENTRY SHALL BE OBTAINED IN WRITING

AND THE LETTER SHALL COMPLY WITH CITY FORM DPW008. THE RIGHT OF

ENTRY LETTER MUST BE SIGNED BY THE ADJACENT PROPERTY OWNER(S) AND

MUST BE NOTARIZED. THIS IS REQUIRED EVEN IF THE OWNER OF THE IMPACTED

PROPERTY IS THE PERMITTEE OF THE SUBJECT PROJECT.

D. DEDICATIONS AND ROAD EASEMENTS ARE REQUIRED FOR IMPROVEMENTS TO BE

INSTALLED WITHIN CITY RIGHT-OF-WAY DEDICATION AND ROAD EASEMENT

DOCUMENTS SHALL COMPLY WITH CITY STANDARDS. PRIOR TO RECORDATION,

DEDICATION AND ROAD EASEMENT DOCUMENTS MUST BE SUBMITTED TO

THE CITY FOR REVIEW AND APPROVAL. THESE DOCUMENTS ARE REQUIRED

EVEN IF THE OWNER OF THE IMPACTED PROPERTY IS THE PERMITTEE OF THE

SUBJECT PROJECT.

E. APPROVAL OF PLANS OR PERMIT ISSUANCE DOES NOT RELIEVE THE PERMITTEE

OF THEIR RESPONSIBILITY TO MAINTAIN WORK WITHIN THE PROJECT PROPERTY

BOUNDARIES AND DEDICATED CITY RIGHT-OF-WAY. TRESPASSING ON PRIVATE

PROPERTY IS AGAINST THE LAW AND CAUSE FOR CANCELLATION OF PERMIT AND

ISSUANCE OF A STOP WORK NOTICE.

F. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO SUBMIT A REQUEST FOR

PERMIT EXTENSION TO THE DEVELOPMENT SERVICES DIRECTOR IN WRITING

PRIOR TO PERMIT EXPIRATION. EXTENSION AND EXPIRATION OF PERMITS SHALL

BE IN ACCORDANCE WITH THE CURRENT BUILDING CODE AND THE CITY OF

LANCASTER ENGINEERING DESIGN GUIDELINES POLICIES AND PROCEDURES.

5. STREET LIGHT LOCATIONS MAY BE ADJUSTED IN THE FIELD A MAXIMUM OF TEN (10)

FEET TO AVOID EXISTING OBSTRUCTIONS SUCH AS DRIVEWAYS, CATCH BASINS, FIRE

HYDRANTS, ETC. ANY DEVIATION EXCEEDING TEN (10) FEET SHALL BE APPROVED IN

WRITING BY THE CITY OF LANCASTER'S DEVELOPMENT SERVICES DEPARTMENT, CITY

ENGINEERING DIVISION.

6. STREET LIGHTS SHALL BE INSTALLED AT THE FOLLOWING DISTANCES, WITH LUMINAIRE

ARM ORIENTED OVER THE STREET AND PERPENDICULAR TO ITS CENTERLINE:

A. ARTERIAL STREETS (7.5 FOOT SIDEWALK): EIGHTEEN (18) INCHES, CURB FACE

TO OUTSIDE EDGE OF POLE

B. NON-ARTERIAL STREETS (5 FOOT SIDEWALK-ADJACENT TO CURB): SIX (6) INCHES

BEHIND BACK OF SIDEWALK

C. NON-ARTERIAL STREETS (SIDEWALK NOT ADJACENT TO CURB): EIGHTEEN (18)

INCHES, CURB FACE TO OUTSIDE EDGE OF POLE

D. RURAL STREETS (ROLLED CURB): CENTERLINE TWELVE (12) INCHES BEHIND

BACK OF ROLLED CURB

7. PULL BOXES:

· A PULL BOX SHALL BE INSTALLED AT THE BASE OF EACH STREETLIGHT STANDARD TO

FACILITATE MAINTENANCE OF THE INDIVIDUAL LUMINAIRE.

· PULL BOXES TO BE BROOKS TYPE NO. 3 ½ (10 ½” X17 ½” X12” D) OR APPROVED EQUAL

PER SPPWC 405-1 WITH CONCRETE BOLT DOWN COVER INSCRIBED “STREET LIGHT”. ALL

BOLTS SHALL BE STAINLESS STEEL OR BRASS. TYPE NO. 5 (13”X24”X15”) TO BE INSTALLED

WHEN THERE ARE FOUR OR MORE CONDUITS.

· PLACEMENT OF PULL BOXES:

a. ARTERIAL STREETS (7.5 FOOT SIDEWALK): PULL BOXES SHALL BE PLACED WITHIN FIVE

(5) FEET OF STREET LIGHT NEXT TO CURB LINE, IN LINE WITH POLE AND OUTSIDE PATH OF

TRAVEL. WHERE PRACTICAL, PULL BOXES SHALL NOT BE INSTALLED WITH THE LONG SIDE

PARALLEL TO THE CURB.

b. NON-ARTERIAL STREETS (5 FOOT SIDEWALK - ADJACENT TO CURB): PULL BOXES SHALL

BE PLACED BEHIND THE SIDEWALK AND WITHIN FIVE (5) FEET OF STREET LIGHT, IN LINE WITH

POLE.

c. NON-ARTERIAL STREETS (SIDEWALK NOT ADJACENT TO CURB): PULL BOXES SHALL BE

PLACED WITHIN FIVE (5) FEET OF STREET LIGHT NEXT TO CURB LINE, IN LINE WITH POLE AND

OUTSIDE PATH OF TRAVEL. WHERE PRACTICAL, PULL BOXES SHALL NOT BE INSTALLED WITH

THE LONG SIDE PARALLEL TO THE CURB.

d. RURAL AREA: A ONE (1) FOOT CONCRETE BAND AND FOUR (4) INCHES IN THICKNESS

SHALL BE PLACED ALL AROUND PULL BOXES AT GROUND LEVEL. A FIBERGLASS CARSONITE

MARKER SHALL BE INSTALLED IN THE DIRECTION OF TRAVEL, NO MORE THAN SIX (6) INCHES

FROM THE CONCRETE BAND.

8. PULL BOXES LOCATED ADJACENT TO DRIVEWAYS AND ALLEYS SHALL BE INSTALLED AT

A MINIMUM DISTANCE OF FIVE (5) FEET FROM THE TOP OF THE DRIVEWAY “X” OR FIVE (5)

FEET FROM THE TRAVEL WAY OF THE ALLEY.

9. PULL BOXES INSTALLED AT INTERSECTIONS OF LOCAL STREETS SHALL BE INSTALLED

NO CLOSER TO THE INTERSECTIONS THAN THE B.C.R. OF AN ASSUMED FUTURE 35 FOOT

RADIUS CURB RETURN.

10. SERVICE PEDESTAL SHALL BE INSTALLED WITH ACCESS DOOR FACING THE STREET

AND AS FOLLOWS:

· ARTERIAL STREETS (7.5 FOOT SIDEWALK): WITHIN SIDEWALK AND ALIGNED WITH BACK

OF SIDEWALK.

· NON-ARTERIAL STREETS (5 FOOT SIDEWALK): BEHIND THE SIDEWALK.

11. PROPOSED LS-3 RATE SCHEDULE STREET LIGHT FOUNDATIONS, PEDESTALS, PULL

BOXES AND OTHER ASSOCIATED LS-3 STREET LIGHT SYSTEM APPURTENANCES SHALL BE

INSTALLED WITHIN THE CITY RIGHT-OF-WAY.

CITY OF LANCASTER

VICINITY MAP

1

4

12. POLES FOR LS-3 RATE SCHEDULE STREET LIGHTS SHALL BE CONCRETE AMERON 1C1

OCTAGONAL POLES (ANCHOR BASE), OR APPROVED EQUAL, WITH AMERON CONTEMPORARY

ARM, OR APPROVED EQUAL.

13. PROPOSED LS-3 RATE SCHEDULE CONCRETE ELECTROLIER FOUNDATIONS SHALL BE IN

ACCORDANCE WITH CITY OF LANCASTER STANDARD DETAIL PW-19.

14. STREET LIGHTS SHALL BE ERECTED SO THAT THE BASE DOOR IS OPPOSITE TO

ONCOMING TRAFFIC.

15. THERE SHALL BE NO ABOVE-GROUND OBSTRUCTIONS IN ANY PORTION OF THE

SIDEWALK (WHERE THE WIDTH, EXCLUSIVE OF TOP OF CURB, IS SIX (6) FEET OR LESS).

WHERE POWER/TELEPHONE/CABLE POLES, STREET LIGHT STANDARDS, FIRE HYDRANTS,

AND CONTROL BOXES OCCUR IN THE FIVE (5) FOOT SIDEWALK, THE SIDEWALK SHALL BE

MODIFIED PER CITY OF LANCASTER STANDARD PLAN PW-1.

16. PROPOSED STREET LIGHT FOUNDATIONS AND PULL BOXES SHALL BE INSTALLED

OUTSIDE OF ACCESS RAMP AREAS. EXISTING FOUNDATIONS AND PULL BOXES SHALL BE

RECONSTRUCTED TO CLEAR ACCESS RAMPS BY A MINIMUM OF TWELVE (12) INCHES AND

SHALL BE LOWERED AS NECESSARY PER SECTION 307-2.5 OF THE STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

17. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE AND

SIX (6) FEET LONG UNLESS OTHERWISE SPECIFIED ON THE CITY OF LANCASTER APPROVED

PLAN.

18. ALL LIGHTS SHOWN ON THIS PLAN SHALL BE INSTALLED AND OPERATIONAL PRIOR TO

THE ACCEPTANCE OF THE SYSTEM BY THE CITY OF LANCASTER LIGHTING MAINTENANCE

DISTRICT.

19. ALL WIRES SHALL BE STRANDED COPPER NO. 10 AWG (THWN/THHN) MINIMUM. COPPER

WIRE SHALL CONFORM TO ASTM-B3 AND B8 STANDARDS. VOLTAGE CALCULATIONS MUST BE

INCLUDED ON PLAN. VOLTAGE DROP NOT TO EXCEED THREE (3) PERCENT WITHOUT

APPROVAL OF THE CITY ENGINEER.

20. ALL SPLICES BELOW GRADE SHALL BE WATERTIGHT, TAPED AND SCOTCHKOTED.

21. ALL CONDUITS TO BE A MINIMUM OF ONE AND A HALF (1 1/2) INCHES UL APPROVED PVC

SCHEDULE 40. CONDUIT SHALL BE LAID TO A DEPTH OF NOT LESS THAN THIRTY (30) INCHES

BELOW THE GUTTER FLOW LINE.

22. THE INLINE FUSES FOR THE LIGHT POLES SHALL BE INSTALLED IN THE BASE OF THE

LIGHT POLE BY THE POLE ACCESS COVER AND NOT IN THE PULL BOX.

23. STREET LIGHTS SHALL BE CONSTRUCTED PER THE CITY OF LANCASTER APPROVED

PLAN. LIGHTS NOT CONSTRUCTED ACCORDING TO THE APPROVED PLAN SHALL BE

REMOVED AND RELOCATED AT NO EXPENSE TO THE CITY OF LANCASTER.

24. ALL EQUIPMENT REQUIRED HEREON FOR FURNISHING ELECTRICAL SERVICE FOR EACH

CIRCUIT SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY OTHER CONSTRUCTION ON

THAT CIRCUIT.

25. THE CONTRACTOR SHALL GIVE WRITTEN NOTICE, 72 HOURS IN ADVANCE OF

REMOVAL OF A STREET LIGHT, TO ANY PUBLIC AGENCY MAINTAINING EQUIPMENT

SUPPORTED BY THE STREET LIGHT.

26. FOUNDATIONS AND PULL BOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE

RESULTING EXCAVATION SHALL BE FILLED WITH MATERIAL SIMILAR TO ADJACENT MATERIAL

AND SATISFACTORILY COMPACTED WITH A MECHANICAL COMPACTOR IN LAYERS NOT

EXCEEDING TWELVE (12) INCHES. THE SURFACE SHALL BE FINISHED TO MATCH THE

ADJACENT SURFACE.

27. WARNING: SAFETY CLEARANCE SHALL BE OBTAINED DAILY FROM THE AFFECTED

UTILITY COMPANY BEFORE DOING ANY WORK IN CLOSE PROXIMITY TO ANY OVERHEAD

ELECTRIC LINE.

28. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING THE CONDITION OF ALL

EXISTING EQUIPMENT TO BE REUSED, MODIFIED OR RETURNED TO THE CITY OF LANCASTER

UTILITY SERVICES.

29. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING DUCTWORK CLEAN AND FREE OF

DEBRIS DURING CONSTRUCTION. CONTRACTOR SHALL APPLY DUCT SEAL TO ALL OPEN

DUCT OPENINGS TO PREVENT DEBRIS CONTAMINATION.

30. EQUIPMENT INDICATED “DISPOSE” SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND BE DISPOSED OF BY THE CONTRACTOR.

31. CONTRACTOR SHALL REPAIR AT HIS COST; THE DAMAGE CAUSED TO EXISTING

IRRIGATION SYSTEMS DURING THE CONSTRUCTION OF THIS PROJECT. REPAIRS SHALL BE

MADE WITHIN FIVE (5) WORKING DAYS AFTER DAMAGE OCCURS.

32. CONTRACTOR SHALL LOCATE AND PROTECT SUBSTRUCTURE(S) SHOWN HERE-ON AND

SHALL PROVIDE FOR A MINIMUM TWELVE (12) INCH HORIZONTAL CLEARANCE BETWEEN

FOUNDATION AND SUBSTRUCTURES. IN THE EVENT THAT A TWELVE (12) INCH CLEARANCE

CANNOT BE ACHIEVED, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR RELOCATION

OF SUBSTRUCTURES AT NO COST TO THE CITY.

33. IN THE EVENT OF OVERHEAD LINE CONFLICT WITH STREET LIGHTS, THE CONTRACTOR

SHALL MAKE NECESSARY ARRANGEMENTS WITH SOUTHERN CALIFORNIA EDISON TO RAISE

THEIR OVERHEAD FACILITIES IN ORDER TO PROVIDE FOR THE FOLLOWING CLEARANCES

WITH EXISTING AND/OR PROPOSED STREET LIGHTS:

a. LOW VOLTAGE: MINIMUM THREE (3) FOOT CLEARANCE BETWEEN OVERHEAD LINES

AND STREET LIGHTS

b. HIGH VOLTAGE: MINIMUM SIX (6) FOOT CLEARANCE BETWEEN OVERHEAD LINES AND

STREET LIGHTS

34. IN THE EVENT OF OVERHEAD COMMUNICATION LINE CONFLICT WITH STREET LIGHTS,

CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS TO PROVIDE A MINIMUM TWELVE

(12) INCH CLEARANCE.

35. CONDUIT THAT IS TO BE ABANDONED SHALL HAVE WIRES REMOVED. THE CONDUIT

SHALL BE REMOVED TO A DEPTH OF AT LEAST TWELVE (12) INCHES BELOW THE SURFACE

AND HAVE BOTH ENDS CRIMPED.

36. AT LEAST TWO (2) WORKING DAYS PRIOR TO STARTING ANY EXCAVATION, THE

CONTRACTOR MUST OBTAIN AN INQUIRY ID NUMBER FROM UNDERGROUND SERVICE ALERT

(USA) BY CALLING (800) 422-4133.

37. ELECTRICAL SYSTEMS FOR LS-3 RATE SCHEDULE STREET LIGHTS SHALL COMPLY WITH

SECTION 700 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND

THE LATEST CALIFORNIA ELECTRICAL CODE NATIONAL ELECTRICAL CODE.

38. A REVISED STREET LIGHTING PLAN SHALL BE REQUIRED FOR ANY CHANGES MADE TO

THE SUBDIVISION MAPS OR DESIGN PLANS WHICH AFFECT STREET ALIGNMENTS, LOT SIZES,

PARCEL SIZES, BOUNDARIES, ETC.

39. ALL REVISIONS TO IMPROVEMENT PLANS, OR MATERIAL SUBSTITUTION REQUESTS,

PROPOSED DURING CONSTRUCTION SHALL BE SUBMITTED IN WRITING TO THE

DEVELOPMENT ENGINEERING DIVISION AND SHALL FOLLOW THE PROCEDURES FOR

APPROVAL OUTLINED IN THE MOST CURRENT CITY OF LANCASTER ENGINEERING DESIGN

GUIDELINES.

40. IN ORDER FOR THE CITY OF LANCASTER LIGHTING MAINTENANCE DISTRICT TO ASSUME

THE OPERATIONS AND MAINTENANCE OF A LIGHTING SYSTEM ON ANY PUBLIC OR PRIVATE

STREET, THE STREET SHALL BE OPEN TO THE GENERAL PUBLIC.

41. AS-BUILT PLANS AND ASSET/ATTRIBUTE DATA SHALL BE SUBMITTED TO THE CITY

PRIOR TO ACCEPTANCE OF IMPROVEMENTS.

42. CONSTRUCTION OF IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL

COMPLY WITH ALL REQUIREMENTS OF THE TRAFFIC CONTROL PLANS DATED _________ BY

__________________ RCE, ENTITLED ______________________.

43. WHEN IMPROVEMENT PLANS HAVE BEEN SUBMITTED TO THE CITY FOR CHECKING AND

THE CHECKING PROCESS HAS BEEN INTERRUPTED FOR A PERIOD OF ONE YEAR OR MORE,

THE PLANS SHALL BE DEEMED ABANDONED. APPROVED IMPROVEMENT PLANS FOR ALL

SUBDIVISIONS SHALL BE DEEMED ABANDONED IF CONSTRUCTION HAS NOT COMMENCED

WITHIN TWO YEARS OF THE LATEST APPROVAL DATE (ONE YEAR FOR NON-SUBDIVISIONS). IF

CONSTRUCTION IS INTERRUPTED FOR A PERIOD OF ONE YEAR OR MORE, THE PLANS SHALL

BE DEEMED ABANDONED. ABANDONED PLANS

SHALL BE RE-SUBMITTED FOR REVIEW AND ALL FEES SHALL BE PAID IN ACCORDANCE WITH

THE CITY'S ABANDONED PLANS POLICY PRIOR TO ANY PERMITS BEING ISSUED.

44. ALL WORK SHALL COMPLY WITH THE CITY OF LANCASTER HOLIDAY MORATORIUM

POLICY. NO EXCAVATION OR WORK SHALL OCCUR WITHIN THE PUBLIC RIGHT-OF-WAY ON

PRIMARY ARTERIALS, SECONDARY ARTERIALS, AND COLLECTOR STREETS BETWEEN

NOVEMBER 15TH TO JANUARY 2ND, EXCEPT WORK PERTAINING TO PUBLIC SAFETY OR WITH

THE WRITTEN PERMISSION OF THE CITY MANAGER. WORK COMMENCED PRIOR TO THE

RESTRICTION PERIOD MUST BE IN SUCH A CONDITION THAT IT WILL BE RESURFACED PRIOR

TO NOVEMBER 15TH.

LEGEND

14 EACH PROPOSED BYD LED LIGHTING

EL-27C9050-100W ON CONCRETE POLES FOR

SECONDARY ARTERIAL STREET.

13 EACH PROPOSED BYD LED LIGHTING

EL-27C9050-150W ON CONCRETE POLES FOR

PRIMARY ARTERIAL STREET.

10 EACH EXISTING STREET LIGHT.TYPE OF POLE, SIZE

OF LAMP AND POLE NUMBER AS INDICATED.

4 EACH EXISTING STREET LIGHT TO BE RELOCATED.

27 EACH STREET LIGHT PULL BOX. SEE GENERAL

NOTES 10, 11 & 12 AND SPECIFICATION NOTE 11.

3870 LF UNDERGROUND CONDUIT AND WIRES FOR

STREET LIGHTING SYSTEM.

SL

NOTES

PULL BOX AT EACH LIGHT PER STD. PW-19. SEE DETAIL 'B' ON SHEET 4.

PROVIDE 1

1

2

" C-4#8,

1

8

GND, BURY 30" BELOW FLOWLINE. SEE DETAIL "A" ON SHEET 4.

NEW LIGHT PER LEGEND ON SHEET 1.

NEW LIGHT PER LEGEND ON SHEET 1.

1. ALL 90 DEGREE ELBOWS TO BE FACTORY MADE BENDS.

2. STREET LIGHT SYSTEM TO BE JOINT TRENCH WITH SCE WHERE APPLICABLE. CONTRACTOR TO

MAINTAIN PROPER SEPARATION AS REQUIRED BY THE UTILITY COMPANIES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMITS, FEES AND INSPECTIONS.

4. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION TO FACILITIES.

5. ALL WORK TO CONFORM WITH THE NATIONAL ELECTRIC CODES, CITY OF LANCASTER GUIDELINES,

STREET LIGHT DESIGN POLICY MANUAL FOR NEW STREET LIGHT INSTALLATIONS AS PRESCRIBED BY

THE CITY OF LANCASTER DEPARTMENT OF PUBLIC WORKS.

6. ALL CONDUIT SHALL BE BURIED AT A MINIMUM OF 30" BELOW FLOWLINE PER PW-19.

7. ALL GROUND CONDUCTORS SHALL BE SPLICED TOGETHER AT PULL BOXES AND CONNECTED TO

GROUND LUG INSIDE POLE.

8. SEE STREET IMPROVEMENT PLAN FOR ROADWAY, SEWER AND WATER IMPROVEMENTS AND FACILITY

LOCATIONS.

9. ALL CONDUIT SHALL BE 1

1

2

" MINIMUM SCHEDULE 40 PVC. ALL WIRING TO BE STRANDED COPPER

CONDUCTOR WITH MINIMUM #10 THW INSULATION RATED AT 600 VOLTS.

10. ALL SPLICES BELOW GRADE SHALL BE WATERTIGHT, TAPED AND SCOTCHKOTED.

11. ALL PULL BOXES TO BE TYPE 3-1/2 PB OR EQUAL (PER SPPWC 2009 405-1), WITH CONCRETE

BOLT-DOWN COVER MARKED "STREET LIGHTS". SEE C.O.L. D.P.W STD. PLAN PW-20.

12.FUSE HOLDERS TO BE WATERPROOF BUSSMAN TYPE HEB-XX. CONNECTION TO BE TAPED AND

SCOTCHKOTED.

13.LIGHTS FOR PRIMARY ARTERIALS TO BE "BYD LED LIGHTING-EL-27CC050-120W", OR APPROVED

EQUAL, ON 28' TALL POLE WITH PULL BOX. POLE TO BE AMERON INTERNATIONAL CAT# 1C-128 PER

DETAIL 'B' ON SHEET 'SL3' (VERIFY SPECIFICATIONS WITH CITY).

14.LIGHTS FOR ARTERIALS TO BE "BYD LED LIGHTING-EL-27C9050-90W", OR APPROVED EQUAL, ON 28'

TALL POLE WITH PULL BOX. POLE TO BE AMERON INTERNATIONAL CAT# 1C-128 PER DETAIL 'B' ON

SHEET 'SL3' (VERIFY SPECIFICATIONS WITH CITY).

15.PRIOR TO THE INSTALLATION OF PROPOSED L.E.D. LIGHTS, SUBMIT SPECIFICATIONS AND

STANDARDS TO THE CITY OF LANCASTER FOR APPROVAL.

16. ALL EXISTING OVERHEAD UTILITIES TO BE UNDERGROUND.

17.EACH LIGHT TO BE EQUIPPED WITH TWIST LOCK PHOTOCELL.

GENERAL SPECIFICATION NOTES

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CITY OF LANCASTER

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Last O

pened: Jan 09, 2019 - 5:28pm

by M

km

APPR

ASSOC.

PLAN

APPR

CKR

DATE

RCE

APPRDATE

REV#

RECORD

REVISION DESCRIPTION

DATE

Phone: 661.284.7400

Santa Clarita California 91355-1096

25152 Springfield Court Suite 350

PREPARED UNDER THE SUPERVISION OF:

REVISION BLOCK

SHEET

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

OWNER / DEVELOPER:

HENGHOU GROUP

1378 WEST ZHONGSHAN

ROAD

NINGBO, CHINA

KARL MALLICK R.C.E. NO. 42529

BASED UPON INFORMATION SUPPLIED BY THE CITY

INSPECTOR AND CONTRACTOR (NOT) FIELD VERIFIED

ENGINEER: RCE DATE

CAPITAL PROGRAM MANAGER DATE

"AS-BUILTS"

TRACT 72565

STREET LIGHT PLANS

2

4

LEGEND

14 EACH PROPOSED BYD LED LIGHTING EL-27C9050-100W ON

CONCRETE POLES FOR SECONDARY ARTERIAL

STREET.

13 EACH PROPOSED BYD LED LIGHTING EL-27C9050-150W ON

CONCRETE POLES FOR PRIMARY ARTERIAL STREET.

10 EACH EXISTING STREET LIGHT.TYPE OF POLE, SIZE OF

LAMP AND POLE NUMBER AS INDICATED.

3 EACH EXISTING STREET LIGHT TO BE RELOCATED.

27 EACH STREET LIGHT PULL BOX. SEE GENERAL NOTES 10,

11 & 12 AND SPECIFICATION NOTE 11.

3870 LF UNDERGROUND CONDUIT AND WIRES FOR STREET

LIGHTING SYSTEM.

SL

NOTES

PULL BOX AT EACH LIGHT PER STD. PW-19. SEE DETAIL 'B' ON SHEET 4.

PROVIDE 1

1

2

" C-4#8,

1

8

GND, BURY 30" BELOW FLOWLINE. SEE DETAIL "A" ON SHEET 4.

NEW LIGHT PER LEGEND ON SHEET 1.

NEW LIGHT PER LEGEND ON SHEET 1.

150'

133'119'

110'

170'

188'

54'

91'

170'

127'120'

14

0'

AV

E J-10

AV

E J-11

65TH STREET WEST

AV

E J-1

2

LUKE

DRIVE

ST

A:10+

65.75

EX

. S

T LT

200 W

AT

TS

ST

A:11+

84.87

EX

. S

T LT

200 W

AT

TS

ST

A:13+

04.58

EX

. S

T LT

200 W

AT

TS

ST

A:14+

24.89

EX

. S

T LT

200 W

AT

TS

ST

A:15+

69.63

EX

. S

T LT

200 W

AT

TS

STA:12+46.28

EX. ST LT

200 WATTS

ST

A:17+

13.40

EX

. S

T LT

200 W

AT

TS

ST

A:11+

25.31

150 W

AT

TS

ST

A:12+

44.73

150 W

AT

TS

ST

A:13+

64.74

150 W

AT

TS

ST

A:14+

97.26

150 W

AT

TS

STA:16+24.68

150 WATTS

ST

A:17+

74.70

150 W

AT

TS

STA:12+77.82

100 WATTS

STA:11+37.82

100 WATTS

STA:10+27.82

100 WATTS

STA:11+34.00

100 WATTS

STA:10+43.00

100 WATTS

ST

A:10+

55.00

100 W

AT

TS

ST

A:12+

78.97

100 W

AT

TS

STA:10+53.41

100 WATTS

ST

A:14+

48.97

100 W

AT

TS

ST

A:11+

08.97

100 W

AT

TS

19

23

22

21

20

17

18

16 15 14 13 12 11

24 25 26 27 28 29 30 31

10

2

1

R/WR/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

SCALE:

CITY OF LANCASTER

OF

SHTS

Draw

ing N

am

e: P

:\H

\H

EN

G00000001\0400C

AD

\E

C\S

HE

ET

S\S

TR

EE

T LIG

HT

\03_H

EN

G0001_S

L.dw

g

Last O

pened: Jan 09, 2019 - 5:28pm

by M

km

APPR

ASSOC.

PLAN

APPR

CKR

DATE

RCE

APPRDATE

REV#

RECORD

REVISION DESCRIPTION

DATE

Phone: 661.284.7400

Santa Clarita California 91355-1096

25152 Springfield Court Suite 350

PREPARED UNDER THE SUPERVISION OF:

REVISION BLOCK

SHEET

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

OWNER / DEVELOPER:

HENGHOU GROUP

1378 WEST ZHONGSHAN

ROAD

NINGBO, CHINA

KARL MALLICK R.C.E. NO. 42529

BASED UPON INFORMATION SUPPLIED BY THE CITY

INSPECTOR AND CONTRACTOR (NOT) FIELD VERIFIED

ENGINEER: RCE DATE

CAPITAL PROGRAM MANAGER DATE

"AS-BUILTS"

TRACT 72565

STREET LIGHT PLANS

3

4

NOTES

LEGEND

14 EACH PROPOSED BYD LED LIGHTING EL-27C9050-100W ON

CONCRETE POLES FOR SECONDARY ARTERIAL

STREET.

13 EACH PROPOSED BYD LED LIGHTING EL-27C9050-150W ON

CONCRETE POLES FOR PRIMARY ARTERIAL STREET.

10 EACH EXISTING STREET LIGHT.TYPE OF POLE, SIZE OF

LAMP AND POLE NUMBER AS INDICATED.

4 EACH EXISTING STREET LIGHT TO BE RELOCATED.

27 EACH STREET LIGHT PULL BOX. SEE GENERAL NOTES 10,

11 & 12 AND SPECIFICATION NOTE 11.

3870 LF UNDERGROUND CONDUIT AND WIRES FOR STREET

LIGHTING SYSTEM.

SL

PULL BOX AT EACH LIGHT PER STD. PW-19. SEE DETAIL 'B' ON SHEET 4.

PROVIDE 1

1

2

" C-4#8,

1

8

GND, BURY 30" BELOW FLOWLINE. SEE DETAIL "A" ON SHEET 4.

NEW LIGHT PER LEGEND ON SHEET 1.

NEW LIGHT PER LEGEND ON SHEET 1.

150'

121'

164'

119' 120'

188'

88'

91'

170'

62'

127'

134'

AV

E J-10

ST

AR

VIE

W D

R

AV

E

LUKE

DRIVE

ST

A:1

5+

69

.6

3

EX

. S

T LT

20

0 W

AT

TS

STA:12+46.28

EX. ST LT

200 WATTS

ST

A:1

7+

13

.4

0

EX

. S

T LT

200 W

AT

TS

ST

A:1

8+

35

.9

9

EX

. S

T L

T

20

0 W

AT

TS

ST

A:1

9+

55

.3

0

EX

. S

T L

T

200

W

AT

TS

ST

A:20

+7

4.89

EX

. S

T L

T

20

0 W

AT

TS

ST

A:2

1+

94

.3

6

EX

. S

T L

T T

O

BE

R

EL

OC

AT

ED

200

W

AT

TS

ST

A:2

2+

56

.7

5

EX

. S

T L

T T

O

BE

R

EL

OC

AT

ED

200

W

AT

TS

ST

A:2

3+

95

.3

0

EX

. S

T L

T T

O

BE

R

EL

OC

AT

ED

20

0 W

AT

TS

STA:14+04.54

EX. ST LT TO

BE RELOCATED

248479E

200 WATTS

STA:16+24.68

150 WATTS

ST

A:1

7+

74

.7

0

150

W

AT

TS

ST

A:18

+9

5.6

4

150

W

AT

TS

ST

A:20

+15

.1

0

15

0 W

AT

TS

ST

A:2

1+

34

.6

3

15

0 W

AT

TS

STA:11+34.00

100 WATTS

STA:10+43.00

100 WATTS

10

0 W

AT

TS

ST

A:1

6+

37

.7

0

10

0 W

AT

TS

STA:10+27.50

100 WATTS

ST

A:1

8+

00

.9

2

10

0 W

AT

TS

ST

A:1

4+

48

.9

7

10

0 W

AT

TS

ST

A:2

1+

99

.6

6

20

0 W

AT

TS

STA:14+31.04

200 WATTS

STA:10+88.74

100 WATTS

11

28 29 30 31 32 33 34 35 36

10 9 8 7 6

5

4

3

2

1

65TH STREET WEST

ST

A:2

2+

22

.7

8

15

0 W

AT

TS

STA:12+14.07

150 WATTS

S

T

A

:

2

2

+

8

4

.

7

6

1

5

0

W

A

T

T

S

1

2

STA:10+79.94

150 WATTS

ST

A:24+

32.18

200 W

AT

TS

STA:14+50.90

200 WATTS

J-8

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

SCALE:

CITY OF LANCASTER

OF

SHTS

Draw

ing N

am

e: P

:\H

\H

EN

G00000001\0400C

AD

\E

C\S

HE

ET

S\S

TR

EE

T LIG

HT

\04_H

EN

G0001_S

L-D

etails.dw

g

Last O

pened: Jan 09, 2019 - 5:28pm

by M

km

APPR

ASSOC.

PLAN

APPR

CKR

DATE

RCE

APPRDATE

REV#

RECORD

REVISION DESCRIPTION

DATE

Phone: 661.284.7400

Santa Clarita California 91355-1096

25152 Springfield Court Suite 350

PREPARED UNDER THE SUPERVISION OF:

REVISION BLOCK

SHEET

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

Know what'sbelow.

Callbefore you dig.

OWNER / DEVELOPER:

HENGHOU GROUP

1378 WEST ZHONGSHAN

ROAD

NINGBO, CHINA

KARL MALLICK R.C.E. NO. 42529

BASED UPON INFORMATION SUPPLIED BY THE CITY

INSPECTOR AND CONTRACTOR (NOT) FIELD VERIFIED

ENGINEER: RCE DATE

CAPITAL PROGRAM MANAGER DATE

"AS-BUILTS"

TRACT 72565

STREET LIGHT PLANS

4

4