HomeMy WebLinkAbout3.1-121CITY OO F BA ; I VEJLA.
LIST OF DRA WINGS
SHEE T 1 Tl TL E SHEET
SHEET 2 DETAILS
SHEET 3 EL SERANO%EL RANCHO DRIVE TO BELLE TERRACE
SHEE T 4 BELLE TERRACE TO 500' NORTH
CITY STANDARDS
ST -12, ST -23, ST -24, ST -25, ST -26
STATE STANDARDS
RSP A 88A
CONVENTIONAL SYMBOLS
STREET LIGHT IMPROVEMENTS
S. CHESTER AVENUE
FROM EL SERANOIEL RANCHO DR/VE TO
EA SEMEN T — — — — — — — EXIST CURB & GU T TER
-- RIGHT-OF-WAY --------------- EXIST A. C. FL0WLINE
CEN TERL INE EXIST EDGE OF PA VEMEN T
RAILROAD TRACKS GUARD RAIL
X CHAIN LINK FENCE IMPROVEMENTS
Fo-1 MANHOLE
P.P.
-0- POWER POLE
0 EXI S TING MONUMENT
❑Q
UTILITY
SYMBOLS
Q)
W
EXIST WA TER LINE
S
EXIST SEWER LINE
G
EXIST GAS LINE
SD
EXIST STORM DRAIN
OH
EXIST AERIAL
E
EXIST UNDERGROUND
DQ
LINES
POWER LINE
TV
EXIST UNDERGROUND
T
EXIST UNDERGROUND
TV CABLES
PHONE LINE
0
EXIST OIL LINE
FO
EXIST FIBER OPTIC LINE
Fo-1 MANHOLE
P.P.
-0- POWER POLE
0 EXI S TING MONUMENT
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FUTURE MONUMENT
S.L.
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STREET LIGHT
W.V.
STREET LIGHT W/MAST ARM
C.O.
CLEAN OUT
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FIRE H YDRAN T
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❑ --
WATER METER
W.V.
N
WATER VALVE
G.M.
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GA S ME TER
G.V.
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DQ
GAS VALVE
BENCHMARK
00- A U TO SCOPE
500' NORTH OF BELLE TERRACE
LOCATION MAP
NOT TO SCALE
ME
STATE OF CALIFORNIA
NO TE:
THE CON TRA C TOR MUST POSSESS THE FOLLOWING
VALID LICENSES:
CLASS AOR C-10
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NOTE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO �
EXCA VA TION. i
PROJECT LENGTH
0.5 MILES
qg0 f ESS/ON
�t� S 1 N Gy
C 80507
* Exp. 3-31-17
CIV 1
OF CAL\
APPl40VEAD BY=
NICOLAS FO—LER, R.C.E. 61069, EXPIRES 12-31-16
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
CIVIL ENGINEER IV — DESIGN ENGINEERING
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CITY RECORD No. TRAFFIC ENGINEERING DATE
STREET LIGHT IMPROVEMENTS NO
1
Job No.: P5K204 I OF
File_ Path: S:\PROJECTS\2014-2015\P5K204 Street Light Improvement Chester Avenue\AutoCAD Drawings S CHESTER AVENUE FROM EL SERANO/EL RANCHO DR/VE TO 500'N OF BELLE TERRACE 4
File Name: Street Light Improv Chester Ave.dwg SHEETS
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CITY RECORD No. TRAFFIC ENGINEERING DATE
STREET LIGHT IMPROVEMENTS NO
1
Job No.: P5K204 I OF
File_ Path: S:\PROJECTS\2014-2015\P5K204 Street Light Improvement Chester Avenue\AutoCAD Drawings S CHESTER AVENUE FROM EL SERANO/EL RANCHO DR/VE TO 500'N OF BELLE TERRACE 4
File Name: Street Light Improv Chester Ave.dwg SHEETS
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APRON AR(
FRONTAGE
PAVING SI
2" THICK MORTAR
BED TO SEAL
BOX BOTTOM
3/4" CRUSHED ROC
UNDER BOX 8" THTC
18" MIN. RADIUS
CONDUITS EXTENE
TO PULL BO
1/2"X8'
CLAD GROUND ROD
6' 8'
I ILLV V/ -1J 1 VL/"lJJ Lj
CONCRETE PLACED
AGAINST UNDISTURBED SOIL
POLE AND BOX DETAIL, PULL BOX IN FRONTAGE RD.
NOT TO SCALE
6"X6" CONCRETE
APRON AROUND BOX
GRADE
2" THICK MORTAR
BED TO SEAL—
BOX BOTTOM
3/4" CRUSHED ROCK
UNDER BOX 8" THICK
18" MIN. RADIUS FOR
CONDUITS EXTENDING
TO PULL BOXES
1/2"X8' COPPER
CLAD GROUND ROD
FUSE
HOLDER
3/4" PVC
DRAIN TO
GRAVEL
CHRISTY
B1017 BOX
(SEE NOTES)
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NMI'
POLE AND BOX DETAIL, PULL BOX IN ISLAND
6"X6" CONCRETE
APRON AR(
2" THICK MORTAR
BED TO SEAL
BOX BOTTOM
3/4" CRUSHED ROc
UNDER BOX 8" THI(
3/4" PVC
DRAIN TO
GRAVEL
CHRISTY
B1017 BOX
(SEE NOTES)
18" MIN. RADIUS FOR CONDUITS
EXTENDING TO PULL BOXES
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RE ISTERED CIVIL ENGINEER
QRpFESS/0A1
F� SINGy q�
C80507
* Exp. 3-31-17
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF CI V j\'
BAKERSFIELD, CA 93301 CN_
REVISIONS _
No. DA TE DESCRIP TION I
171 //
371 / /
471 / /
C INTERMEDIATE PULL BOX DETAIL
z NOT TO SCALE r3. c�
[CITY RECORD No.
File Nome: Street Light Improv Chester Ave Drown: K BOLAND STREET LIGHT IMPROVEMENTS
CITY OF BA KERSF/EL D, CA L I FORN/A PUBLIC WORKS DEPARTMENT Job No.: P5K204 En gin eer: L SUN
Dote: Apr. 7, 15 Checked By: S. CHESTER AVENUE FROM EL SERANO/EL RANCHO DRIVE TO 500'N. OF BELLE TERRACE - DETAILS
SHEE r NO.
2OF4
0 1 2 3
GENERAL NOTES
1. POLE: TYPE 15-26' TALL, ROUND TAPERED, GALVANIZED POLE WITH 6' ELLIPTICAL MAST ARM FACING FRONTAGE ROAD AND A 8' ELLIPTICAL MAST ARM HAVING 24 -
4"ELEVA
EL E VATION FACING S. CHESTER A VE., FOR A 28' LUMINAIRE MOUNTING HEIGHT.
4 "X 6-1/2" HAND—HOLE COVER WITH 1/4" X 1-1/2" REINFORCEMENT RING WELDED TO OUTSIDE OF POLE. STEEL HAND—HOLE COVER TO HAVE TWO 1/4-20
STAINLESS STEEL TAMPERPROOF HEX REJECT SCREWS
INSTALL HOT DIPPED GALVANIZED NUTS AND LEVELING WASHERS ON TOP AND BOTTOM OF FLANGE BASE. INSTALL GROUT UNDER BASE AFTER LEVELING.
BOL T CIRCLE 11; BOL IS ASTM A—J07 1 "XJ6"X4" WIN HEX NUT, LEVELING NUT AND TWO WASHERS PER BOLT.
CHESTER AVE.
2. PULL BOX: OLDCASTLE B1017 OR APPROVED EQUAL WITH GALVANIZED STEEL SKID RESISTANT BOLT DOWN LOCKING LID MARKED "STREET LIGHTS".
*)W ATB 0
L OCA TE PULL BOXES AS INDICA TED ON PLANS
R3 NIL
INSTALL 8" MINIMUM THICKNESS OF 3/4" CRUSHED ROCK UNDER BOX FOR DRAINAGE. ,
INSTALL 2" MORTAR BED ON GRAVEL TO SEAL BOTTOM OF BOX.
INSTALL 3/4 " PVC DRAIN PIPE TO ALLEVIA TE STANDING WATER /N PULL BOX.
1/2" X 8' COPPER CLAD GROUND RODS ARE REQUIRED IN BOXES FEEDING POLES ONLY—NOT IN INTERMEDIATE PULL BOXES.
J. CONDUI IS.- CONDUITS TO BE GRAY PVC SCHEDULE 40— 1-1127
INSTALL CONDUITS SO THAT THEY ARE NEATLY ARRANGED IN CENTER PORTION OF BOX, ENTERING BOX PLUMB.
INSTALL END BELLS ON ALL CONDUITS
SEAL CONDUITS WITH DUCT SEAL, COMPLETELY SEALING AROUND CONDUCTORS AND AT LEAST 1" THICK.
USE 18" RADIUS MINIMUM SWEEPS ON ALL BENDS—EXCEPTION STANDARD SWEEPS ARE OK ON SHORT RUNS BETWEEN PULL BOX AND POLE.
RUNS SHALL HAVE NO MORE THAN A TOTAL OF 270 DEGREES OF BENDS BETWEEN PULLING POINTS
MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE.
4. WIRING: MINIMUM CONDUCTOR SIZE IS 110 THW STRANDED COPPER IN NEW CONDUITS AND POLES, REPULL WIRE IN TRAFFIC SIGNAL CONDUITS AND UP POLE TO
LUMINARES—USE BLACK FOR PHASE 'A' AND RED FOR PHASE Y.
SPLICES IN PULL BOXES SHALL BE MADE WITH STANDARD TIN PLATED UNINSULA TED COMPRESSION SPLICES OR COPPER COMPRESSION PARALLEL SPLICE,
INSULATE SPLICES WITH HEAVY WALL ADHESIVE BASED HEAT SHRINK TUBING (3M 0400, 0800, 1100 OR APPROVED EQUAL), INSTALL 1.5" OF HEAT SHRINK
PAST EACH END OF SPLICE, WHEN PARALLEL SPLICES ARE MADE—INSTALL J" OF HEAT ' SHRINK PAST EACH END OF SPLICE AND CRIMP THE SPLICE WITH
NEEDLE NOSE PLIERS UNTIL THE ADHESIVE HAS COOLED CREATING A WATER TIGHT SEAL AROUND EACH INDIVIDUAL CONDUCTOR. USE PROPER TOOLS TO
MAKE CRIMPS PER MANUFACTURES INSTRUCTIONS.
GROUND WIRE FROM POLE BASE TO GROUND ROD SHALL BE #8 MINIMUM.
THE CIRCUIT SHALL BE FUSED IN THE PULL BOX ADJACENT TO THE POLE. FUSE HOLDERS SHALL BE FERRAZ SHA WMUT FEX-11-11 600V 30A. INSTALL 3M
0400 HEA T SHRINK (OR APPROVED EQUAL) OVER TERMINA TIONS WITH A T LEAST 1 " OF HEA T SHRINK PAST CONNECTION OVER CONDUCTOR INSULA TION.
FUSES SHALL BE 6A RA TED — BUSSMAN KTK6—NO EXCEPTIONS.
5. LUMINAIRES. • LUMINAIRES SHALL BE LED TYPE ONLY — REFER TO PLAN AND DETAILS FOR FIXTURE TYPES. INSTALL SHORTING CAP ON PHOTOCELL SOCKET.
6. INS TALLA TION.- ALL WORK TO BE PERFORMED BY A LICENSED C10 ELECTRICAL CONTRACTOR UNDER JOURNEYMAN LEVEL SUPERVISION.
POLE AND BOX DETAIL, PULL BOX IN FRONTAGE RD.
NOT TO SCALE
6"X6" CONCRETE
APRON AROUND BOX
GRADE
2" THICK MORTAR
BED TO SEAL—
BOX BOTTOM
3/4" CRUSHED ROCK
UNDER BOX 8" THICK
18" MIN. RADIUS FOR
CONDUITS EXTENDING
TO PULL BOXES
1/2"X8' COPPER
CLAD GROUND ROD
FUSE
HOLDER
3/4" PVC
DRAIN TO
GRAVEL
CHRISTY
B1017 BOX
(SEE NOTES)
k-!..ejmjml
NMI'
POLE AND BOX DETAIL, PULL BOX IN ISLAND
6"X6" CONCRETE
APRON AR(
2" THICK MORTAR
BED TO SEAL
BOX BOTTOM
3/4" CRUSHED ROc
UNDER BOX 8" THI(
3/4" PVC
DRAIN TO
GRAVEL
CHRISTY
B1017 BOX
(SEE NOTES)
18" MIN. RADIUS FOR CONDUITS
EXTENDING TO PULL BOXES
- z" :0 J! f- ! I
RE ISTERED CIVIL ENGINEER
QRpFESS/0A1
F� SINGy q�
C80507
* Exp. 3-31-17
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF CI V j\'
BAKERSFIELD, CA 93301 CN_
REVISIONS _
No. DA TE DESCRIP TION I
171 //
371 / /
471 / /
C INTERMEDIATE PULL BOX DETAIL
z NOT TO SCALE r3. c�
[CITY RECORD No.
File Nome: Street Light Improv Chester Ave Drown: K BOLAND STREET LIGHT IMPROVEMENTS
CITY OF BA KERSF/EL D, CA L I FORN/A PUBLIC WORKS DEPARTMENT Job No.: P5K204 En gin eer: L SUN
Dote: Apr. 7, 15 Checked By: S. CHESTER AVENUE FROM EL SERANO/EL RANCHO DRIVE TO 500'N. OF BELLE TERRACE - DETAILS
SHEE r NO.
2OF4
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* Exp. 3-31-17
CITY OF BAKERSFIELD C/vi\-1501 TRUXTU
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REVISIONS
No. DA TE DESCRIP TION
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1 1/2"
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1 112"
1 112"
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CONDUCTOR S CHED UL E
CONDUITSIZE
1 112"
1 112"
1 112"
1 1/2"
1 112"
1 112"
1 112"
1 112"
1 112"
1 112"
1 112"
1 112"
1 112"
1 112"
1 112"
1 1/2"
1 112"
(E) = EX/ST/NG (N) = NEW
N
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CONDUCTOR RUN
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GENERAL NOTES:
CONSTRUCT/ON NOTES
1❑ INSTALL NEW TYPE 15 POLE DOUBLE ARM LIGHTING STANDARD WITH 35W LED AND 75W LUMINAIRES.
®2 INSTALL B1017 TRAFFIC RATED PULL BOX AT LOCA TION AS SHOWN ON PLANS
®3 REPLACE EXISTING STREET LIGHTS WfTH NEIN A 73 303LEDE10 MVOL T R3 NL P7 PCL L.
® CONTRACTOR SHALL REMOVE do SALVAGE EXISTING STREET LIGHT.
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OPEN TRENCH OR DIRECTIONAL BORING IS ACCEPTABLE.
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CONSTRUCT/ON NOTES
1❑ INSTALL NEW TYPE 15 POLE DOUBLE ARM LIGHTING STANDARD WITH 35W LED AND 75W LUMINAIRES.
®2 INSTALL B1017 TRAFFIC RATED PULL BOX AT LOCA TION AS SHOWN ON PLANS
®3 REPLACE EXISTING STREET LIGHTS WfTH NEIN A 73 303LEDE10 MVOL T R3 NL P7 PCL L.
® CONTRACTOR SHALL REMOVE do SALVAGE EXISTING STREET LIGHT.
0 1 2
3
1.
IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING CONSTRUCTION OPERATIONS, THE RAMP SHALL
BE REPLACED WITH A NEW RAMP OF EQUAL TYPE WHICH MEETS CURRENT ADA SPECIFICATIONS
2.
REPLACE EXISTING STREET LIGHT WnRE AND FUSES IN UNDERGROUND CONDUITS AND POLES AT TRAFFIC SIGNAL.
3.
CONNECT GROUND TO EXISTING 16 CU BARE AT SIGNAL PULL BOX.
CONDUCTOR NOTES:
4.
OPEN TRENCH OR DIRECTIONAL BORING IS ACCEPTABLE.
XX REFER TO CAL TRANS STANDARD PLAN 2010 ES— lA.
5.
ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS PROVIDED AS BEST
POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S.
DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS.
CONDUITS DESIGNATED (N)EW or (E)XISTING REFER TO CONDUIT ONL Y.
I
CITY RECORD No.
File Nome: Street Li ht Improv Chester Ave
Drawn: K BOL AND
STREET LIGHT IMPROVEMENTS
SHEET NO.
CITY OF BAKERSF/ELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Job No.: P5K204
Engineer: L SUN
Date: Apr. 23, 15
Checked By.•
S. CHESTER AVENUE FROM EL SERANO/EL RANCHO DRIVE TO BELLE TERRACE
3 OF 4
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CABINET DETAIL
(THIS SHEET)
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WW CORNER
(NOT TO SCALE)
NEW TORK 2007A
T. W. PHOTOCELL
INSTALL INSIDE OF
METER PEDESTAL
WITH LEXAN LENS
ON NORTH SIDE
OF CABINET
CONDUCTOR SCHEDULE
CONDUIT SIZE
1 112"
2"
3"
2"
2-4"
2-4"
2"
2"
3"
2"
2"
1 1/2"
1 112"
1 1/2"
1 112"
(E)=EXISTING (N)=NEW
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CONDUCTOR RUN 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
#10 THW CU GROUND
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NE
EXISTING 2 POLE 30A
UN -METERED BREAKER
NEW MAG. HELD
LIGHTING CONTACTOR
TO NEW AND TS. STREET -LIGHTS
CONTROL DIAGRAM
NOT TO SCALE
SCALE: 1"= 40'
0
QRpFESS/ON,
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REGISTERED CI V/ L EN GI NEER z�
� C 80507 �
*
Exp. 3-31-17
Cl TY OF BAKERSFIELD`req CIViL
BAKERSFIELD 15 07 TRUX TUNCAVENUE 93301 TF OF CAS-�F
REVISIONS
No. DA TE DESCR/P TION
�u�
CONSTRUCT/ON NOTES
1� INSTALL NEW TYPE 15 POLE DOUBLE ARM LIGHTING STANDARD WITH 35W LED AND 75W LUMINAIRES.
®2 INSTALL 81017 TRAFFIC RATED PULL BOX AT LOCATION AS SHOWN ON PLANS.
®3 REPLACE EXISTING STREET LIGHTS WITH NEW A TBO JOBLEDE10 MVOL T R3 NL P7 PCLL.
® CONTRACTOR SHALL REMOVE do SALVAGE EXISTING STREET LIGHT.
GENERAL NOTES
1. IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING CONSTRUCTION OPERATIONS, THE RAMP SHALL
BE REPLACED WITH A NEW RAMP OF EQUAL TYPE WHICH MEETS CURRENT ADA SPECIFICATIONS
2. REPLACE EXISTING STREET LIGHT WIRE AND FUSES /N UNDERGROUND CONDUITS AND POLES AT TRAFFIC SIGNAL.
3. CONNECT GROUND TO EXISTING f5 CU BARE AT SIGNAL PULL BOX.
4. OPEN TRENCH OR DIRECTIONAL BORING IS ACCEPTABLE.
5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS /S PROVIDED AS BEST
POSSIBLE. FINAL RESPONSIBILITY OF VERIFICATION AND ACCURACY /S THE CONTRACTOR'S.
CONDUCTOR NOTES
XX REFER TO CAL TRANS STANDARD PLAN MAY 2005 ES -1A.
DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS.
CONDUITS DES/GNA TED (N)EW or (E)XISTING REFER TO CONDUIT ONL Y.
CITY RECORD No.
File Nome: Street Li ht Improv Chester Ave Drawn: K BOL AAID STREET LIGHT IMPROVEMENTS SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P5K204 Engineer: L SUN
Date: Apr. 23, 15 Checked By. S. CHESTER AVENUE FROM EL SERANO/EL RANCHO DRIVE TO BELLE TERRACE 4 OF 4
0 1 2 3