HomeMy WebLinkAbout1.1-7322 Ph 1 & 2REVIEWED BY:
TRAFFIC ENGINEER DATE
REVIEWED BY:
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ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE:
STUART J. PATTESON RCE 44898
REVIEWED BY:
PUBLIC WORKS DIRECTM, CITY OF BAKERSFIELD
NICOLAS FIDLER RCE 61069
BENCHMARK USED
DATE:
TOP OF BRASS CAP AT THE CENTERLINE INTERSECTION OF WHISENAULT AND CATES
STREET ELEVATION = 354.51' (U.S.G.S DATUM - NAVD88)
BENCHMARK SET
TOP OF BRASS CAP AT THE CENTERLINE INTERSECTION OF BERKSHIRE ROAD AND MAYA
STREET ELEVATION - 355.41'
BASIS OF BEARINGS
THE BEARING N89' 30' 34"W ALONG THE CENTERLINE OF BERKSHIRE ROAD AS SHOWN
ON TRACT 6064 PHASE 3 RECORDED IN BK. 49 OF MAPS AT PG. 187 IN THE OFFICE
OF THE KERN COUNTY RECORDER, WAS TAKEN AS THE BASIS OF BEARING SHOWN
UPON THIS MAP.
VICINITY MAP
NO SCALE
PHASES 1 AND 2
BAKERSFIELD, CALIFORNIA
ABBREVIATIONS
EX
EXISTING
BVC
BEGIN VERTICAL CURB
FUT
FUTURE
EVC
END VERTICAL CURB
PANAMA LN.
FINISHED GROUND
PRC
POINT OF REVERSE CURB
FS
FINISHED SURFACE
PANAMA LN
POINT OF COMPOUND CURB
FP
FINISHED PAD
EA.
ON THIS SHEET
FF
FINISHED FLOOR
MAX
z
NG or OG
NATURAL/ORIGINAL GROUND
MIN
MINIMUM
EP
EDGE OF ASPHALT CONCRETE PAVEMENT
TYP.
TYPICAL
AC
TOP OF ASPHALT CONCRETE PAVEMENT
EL or ELEV.
ELEVATOR
AB
AGGREGATE BASE
BORY
BOUNDARY
ASB
AGGREGATE SUB -BASE
R
RADIUS
CL
CENTERLINE
L
LENGHT
z�
sa
AF
ACRE FEET
s
�
FLOWLINE
SF
SQUARE FEET
GB
r
LF
LINEAR FEET
TOG
TOP OF GRATE/CATCH BASIN INLET
EA
EACH
TOC
TOP OF CONCRETE
=
CUBIC YARDS
GONG
CONCRETE
ESMT
EASMENT
BW
BACK OF SIDEWALK
RW
ARVIN EDISON CANAL
TO
TOP OF CURB
N
�
BCR
BEGIN CURB RETURN
CB
CATCH BASIN
N
END CURB RETURN
SWR
SANITARY SEWER
PI
POINT OF INTERSECTION
KERN ISLAND CANAL
MANHOLE
EC
V10
WATER
BC
BEGIN CURB
G
GAS
PIVC
VERTICAL CURB POINT OF INTERSECTION
REQ'D
REQUIRED
VC
VERTICAL CURB
BERKSHIRE RD.
CITY OF BAKERSFIELD
v
II
BERKSHIRE RD.
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0
11
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PHASE 2
ST -8
PHASE 1
z
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BEAGLE CREEK STREET—
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VICINITY MAP
NO SCALE
PHASES 1 AND 2
BAKERSFIELD, CALIFORNIA
ABBREVIATIONS
EX
EXISTING
BVC
BEGIN VERTICAL CURB
FUT
FUTURE
EVC
END VERTICAL CURB
FG
FINISHED GROUND
PRC
POINT OF REVERSE CURB
FS
FINISHED SURFACE
PCC
POINT OF COMPOUND CURB
FP
FINISHED PAD
EA.
ON THIS SHEET
FF
FINISHED FLOOR
MAX
MAXIMUM
NG or OG
NATURAL/ORIGINAL GROUND
MIN
MINIMUM
EP
EDGE OF ASPHALT CONCRETE PAVEMENT
TYP.
TYPICAL
AC
TOP OF ASPHALT CONCRETE PAVEMENT
EL or ELEV.
ELEVATOR
AB
AGGREGATE BASE
BORY
BOUNDARY
ASB
AGGREGATE SUB -BASE
R
RADIUS
CL
CENTERLINE
L
LENGHT
DWY or D/A
DRIVEWAY OR DRIVE APPROACH
AF
ACRE FEET
FL
FLOWLINE
SF
SQUARE FEET
GB
GRADE BREAK
LF
LINEAR FEET
TOG
TOP OF GRATE/CATCH BASIN INLET
EA
EACH
TOC
TOP OF CONCRETE
CY
CUBIC YARDS
GONG
CONCRETE
ESMT
EASMENT
BW
BACK OF SIDEWALK
RW
RIGHT OF WAY
TO
TOP OF CURB
SD
STORM DRAIN
BCR
BEGIN CURB RETURN
CB
CATCH BASIN
ECR
END CURB RETURN
SWR
SANITARY SEWER
PI
POINT OF INTERSECTION
MH
MANHOLE
EC
END CURB
WTR
WATER
BC
BEGIN CURB
G
GAS
PIVC
VERTICAL CURB POINT OF INTERSECTION
REQ'D
REQUIRED
VC
VERTICAL CURB
C.O.B.
CITY OF BAKERSFIELD
MATERIALS LIST (ESTIMATED QUANTITIES)
STREETS
ITEMS
BERKSHIRE ROAD: T.L=6.0 R=47
0.30' AC / 0.42' CLASS 2 AG. BASE
1.00 COMPACTED SUB -GRADE
COLLECTOR STREET
LOCAL STREETS: T.I.=4.5 R=47
0.21' AC / 0.40' CLASS 2 AG. BASE
1.00 COMPACTED SUB -GRADE
LOCAL STREET
PHASE 1
19648.3 SF
19648.3 SF
614 LF
68329.6 SF
68329.6 SF
1976 LF
PHASE 2 TOTAL
0 SF 19468.3 SF
0 SF 19648.3 SF
0 LF 614 LF
61114.7 SF 129444.3 SF
61114.7 SF 129444.3 SF
1712 LF 3688 LF
SURVEY MONUMENTS
6
EA.
5
EA.
11
EA.
SURVEY MONUMENT ENCASEMENT
6
EA.
5
EA.
11
EA.
5800 - LUMEN STREET LIGHT
5
EA.
5
EA.
10
EA.
SAWCUTTING
860
LF
0
LF
860
LF
TYPE "B" CURB AND GUTTER
3663.6
LF
2878.9
LF
6542.5
LF
SIDEWALK (4" THICK)
17019.2
SF
13314.0
SF
30333.2
SF
RESIDENTIAL DRIVEWAY APPROACH
4538.9
SF
4297.5
SF
8836.4
SF
ADA RAMPS
10
EA.
6
EA.
16
EA.
12' CROSS GUTTER
759.7
SF
2279.2
SF
3038.9
SF
SIGNAGE
Q
F-
un
w
m
STREET NAME SIGNS - STANDARD
9
EA.
8
EA.
17
EA.
TRAFFIC CONTROL SIGNS
U
Q
71 72 A ]a 75
11
28
REGULATORY OR WARNING (TYP).
2
EA.
0
EA.
2
EA.
SHEET INDEX
ENGINEER'S STATEMENT
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE, AND BELIEF, COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD
AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY
NOTE
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON
AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH
THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
STORM WATER POLLUTION PREVENTION PLAN (SWEEP) BE PREPARED, CONTINUOUSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL
CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51715C385694
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT -
(ST -1) TITLE SHEET, SHEET INDEX
ST -2 GENERAL NOTES AND DETAILS
ST -3 BERKSHIRE ROAD - PLAN AND PROFILE
ST -4 CANYON CREEK DRIVE - PLAN AND PROFILE
ST -5 MATSON HILL STREET - PLAN AND PROFILE
ST -6 NARROWS STREET & PYRITE PLACE - PLAN AND PROFILE
ST -7 ALDER GLEN STREET & FOUR PEAKS STREET - PLAN AND PROFILE
ST -8 EAGLE CREEK STREET - PLAN AND PROFILE
ST -9 BERKSHIRE ROAD - STRIPING PLAN
LEGEND
ST -X SHEET INDEX NUMBER
• PROPOSED CONCRETE MONUMENT
O EXISTING CONCRETE MONUMENT
a 5800 LUMEN STREET LIGHT w/ NUMBER
KNXXX
+ PROPOSED STREET NAME SIGN
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DIAL TOLL FREE 1800-227-2600
AT LEAST TWO DAYS BEFORE YOU DIG
ERRORS, OMISSIONS OR
VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN
- eWppESSIQa
CRITERIA ENCOUNTERED
DURING
CONSTRUCTION SHALL BE CORRECTED DURING
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CONSTRUCTION AND ALL
SUCH
CORRECTIONS SHALL BE REFLECTED ON REVISED OR
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AS -BUILT PLANS TO BE
SUBMITTED
TO THE CITY ENGINEER.
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53952 DATE:
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EXP.
12/31/2019
NOTE
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON
AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH
THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
STORM WATER POLLUTION PREVENTION PLAN (SWEEP) BE PREPARED, CONTINUOUSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL
CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51715C385694
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT -
(ST -1) TITLE SHEET, SHEET INDEX
ST -2 GENERAL NOTES AND DETAILS
ST -3 BERKSHIRE ROAD - PLAN AND PROFILE
ST -4 CANYON CREEK DRIVE - PLAN AND PROFILE
ST -5 MATSON HILL STREET - PLAN AND PROFILE
ST -6 NARROWS STREET & PYRITE PLACE - PLAN AND PROFILE
ST -7 ALDER GLEN STREET & FOUR PEAKS STREET - PLAN AND PROFILE
ST -8 EAGLE CREEK STREET - PLAN AND PROFILE
ST -9 BERKSHIRE ROAD - STRIPING PLAN
LEGEND
ST -X SHEET INDEX NUMBER
• PROPOSED CONCRETE MONUMENT
O EXISTING CONCRETE MONUMENT
a 5800 LUMEN STREET LIGHT w/ NUMBER
KNXXX
+ PROPOSED STREET NAME SIGN
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DIAL TOLL FREE 1800-227-2600
AT LEAST TWO DAYS BEFORE YOU DIG
KEY MAP
SCALE: i" = 200'
1_�_-13a� P�,t'Y
COB RECORDS No.
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GENERAL NOTES
1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD STANDARDS, AND THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE CITY ENGINEER.
2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE; (661) 326-3049.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF
BAKERSFIELD.
4. THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN TO THE BEST OF
THEIR KNOWLEDGE. THERE MAY BE OTHER LINES IN THE GROUND. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AND THE CITY OF
BAKERSFIELD DEPARTMENT OF PUBLIC WORKS FOR UTILITY LOCATION 48 HOURS PRIOR TO
ANY EXCAVATION OR TRENCHING:
USA (800) 642-2444
CITY OF BAKERSFIELD: (661) 326-3000
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE OWNER OR THE ENGINEER.
6. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET
RIGHT OF WAY AS DIRECTED BY THE ENGINEER.
7. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AT THE CONTRACTORS EXPENSE.
8. ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE CITY STANDARDS.
9. COMPACTION TESTS SHALL BE PROVIDED BY THE CONTRACTOR AT LOCATIONS TO BE
DETERMINED BY THE CITY ENGINEER.
10. PALMETTO ENGINEERING AND LAND SURVEYING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE
FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE
PLANS MUST BE APPROVED IN WRITING BY PALMETTO ENGINEERING AND LAND SURVEYING, INC.
11. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR
SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A
CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT.
12. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF
WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS
REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
CITY OF BAKERSFIELD - STREET IMPROVEMENTS
1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF
BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILL AND
COMPACTED PER CITY STANDARD DETAIL ST -12.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITH THE STREET
RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS
REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD
FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS
SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY
ENGINEER.
5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH
(T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY
THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER
TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE
OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE
WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER).
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK
AND CURB AND GUTTER TO A DEPTH OF 6", THE LOCATION OF THE TESTS SHALL BE
DETERMINED BY THE CITY.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF
.RETESTING DUE TO FAILED COMPACTION WILL BE BACKCHARGED TO THE CONTRACTOR.
B. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF
CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50.
9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN
ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF
THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION,
AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS
CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER.
10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS
DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT.
11.. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY
DEVICES (NOT SHOWN OF THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC
DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE.
14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL
PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL
T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK.
15. CONTRACTOR SHALL INSTALL BLUE MARKERS AT CENTER LINE OF STREET AT THE FIRE
HYDRANTS LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS.
16. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS
THAT ARE PART OF THIS PROJECT.
17. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS
REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL
(ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT
CITY OF BAKERSFIELD STREET LIGHTING SPECIFICATIONS.
19. ANY ITEM IN PUBLIC RIGHT-OF-WAY THAT IS DAMAGED OR DOES NOT MEET CURRENT
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER
CITY ENGINEER.
20. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS
SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE
THEY ARE SHOWN HEREIN.
21. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE
SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND SIDEWALK WHERE THE MAXIMUM
SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE
SIDEWALK.
CITY OF BAKERSFIELD - ASPHALT CONCRETE
1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR
STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE
PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND
THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE
'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR
-5 INCH MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10
PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.
ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10
PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY. THE ASPHALT
BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING
ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATESHALL
BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367
USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT
BINDER SHALL BE APPROVED BY THE CITY ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE
FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK
CONFORM TO THE REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER
TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST
367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED
WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN
MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE
REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS
AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS
ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY
BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES,
THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR
PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE
(1) FOOT FROM THE EXISTING EDGE OF PAVEMENT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO
THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION
39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET.
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC
TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING
PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS
UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY
ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND
PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND
SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED
CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR
LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF
EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN
ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE
FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL
BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS
BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED
BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF
THE CONFORMS WHEN PAVING OPERATION RESUME.
12, WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15
FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF
ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE
THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE
DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES
SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE HAND
RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED
TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED
UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
OPERATION RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM
THEORETICAL DENSITY AS DETERMINED BY ATSN D-2041. IN-PLACE DENSITY SHALL BE
DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT
OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR
WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND
THAT THE MATERIALS OR PROCEDURES, OF BOTH, IF NEEDED, ARE TO BE ADJUSTED.
ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR
HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO
MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES
NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL
BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY
REQUIREMENTS.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE
COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL
THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT
THE CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD OR
B. ASTM D118 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TEST. ZINC STEARATE
MAY BE SUBSTITUTED WITH PARAFIN.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED 31. FULL COMPENSATION FOR FURNISHING ALL LABOR AND TOOLS AND FOR DOING ALL WORK
SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: NECESSARY TO PLACE HOT MIX ASPHALT, INCLUDING ASPHALT EMULSION TACK COAT, SHALL
BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER TON FOR HOT MIX ASPHALT
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR.
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. A. EXCEPTION: UNLESS SPECIFIED OTHERWISE, ANY WORK OR MATERIALS DETERMINED BY
THE ENGINEER TO BE NECESSARY FOR PRODUCING AN UNYIELDING SUBGRADE CONDITION
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE SHALL BE PAID FOR PER CONTRACT CHANGE ORDER, TIME AND MATERIALS, OR OTHER
TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE METHOD THAT COMPLIES WITH THE CONTRACT REQUIREMENTS.
GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT
OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE
TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND
AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST
FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION', OF THE STANDARD
SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES
AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING
AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE
(CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK'. BASE MATERIAL FOR LOCAL
STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB)
CONFORMING TO SECTION 200-2.4 OF THE "GREEN BOOK"... WHICH ALLOWS UP TO 50% OF
THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN
CONCRETE BASE, CEMENT BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM
DRY DENSITY.
20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED
CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING
PLANE SHALL CONFORM TO THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE
GRADING PLANE. THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04
FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO
BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT
VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE
ENGINEER.
21, ALL LONGITUDINAL VERTICAL EDGES GREATER THAN 2" SHALL BE TAPERED AT A MINIMUM 4:1
SLOPE USING AGGREGATE BASE OR ASPHALT GRINDINGS, AT THE END OF EACH WORKING
DAY, ALL COLD TRANSVERSE JOINTS SHALL BE TRIMMED TO A NEAT VERTICAL EDGE PRIOR
TO THE NEXT DAY PAVING OPERATIONS.
22. THE EDGE OF EACH LIFT OF HOT MIX ASPHALT SHALL BE STAGGERED AS TO NOT LINE UP
WITH THE UNDERLYING EDGE OF LIFT.
23. EACH LIFT OF HOT MIX ASPHALT SHALL NOT BE PLACED UNTIL THE EXISTING LIFT IS FREE OF
DUST, VEGETATION, AND OTHER DEBRIS, AND IS APPROVED BY THE ENGINEER.
24, THE FINISH SURFACE WHEN COMPACTED SHALL BE SMOOTH, DENSE, WELL BONDED AND OF
UNIFORM TEXTURE AND APPEARANCE.
25. SHOULD THE METHODS AND EQUIPMENT FURNISHED BY THE CONTRACTOR FAIL TO PRODUCE A
LAYER OF HOT MIX ASPHALT CONFORMING TO THE PROVISIONS INCLUDING STRAIGHTEDGE
TOLERANCE, OF BECTON 39-2.01, "PAVEMENT SMOOTHNESS," OF THE STANDARD
SPECIFICATIONS, THE PAVING OPERATIONS SHALL BE DISCONTINUED AND THE CONTRACTOR
SHALL MODIFY THE EQUIPMENT OR METHODS, OR FURNISH SUBSTITUTE EQUIPMENT.
26, COMPACTING EQUIPMENT SHALL CONFORM TO THE PROVISIONS OF SECTION 39-2.01C,
"METHOD COMPACTION EQUIPMENT," OF THE STANDARD SPECIFICATIONS.
27. THE CONTRACTOR SHALL FURNISH A SUFFICIENT NUMBER OF ROLLERS TO OBTAIN THE
SPECIFIED COMPACTION AND SURFACE REQUIRED BY THESE SPECIAL PROVISIONS. THE
.CONTRACTOR SHALL SIZE THE ROLLERS TO ACHIEVE THE REQUIRED RESULTS.
28. VIBRATORY ROLLERS SHALL BE DOUBLE STEEL DRUM, HAVING ADJUSTABLE FREQUENCY AND
AMPLITUDE SETTINGS DIRECTLY AVAILABLE TO THE OPERATOR DURING OPERATION.
29. 29. ROLLING SHALL BE PERFORMED IN SUCH A MANNER THAT CRACKING, SHOVING OR
DISPLACEMENT WILL BE AVOIDED. EQUIPMENT WHICH DOES NOT PERFORM SATISFACTORY IN
THE OPINION OF THE ENGINEER SHALL BE DISALLOWED AND REMOVED FROM THE SITE OF
WORK.
30. IF THE FINISHED SURFACE OF THE HOT MIX ASPHALT DOES NOT MEET THE SPECIFIED
SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY THE CONTRACTOR AT
THE CONTRACTOR'S EXPENSE. THE METHOD WILL BE SELECTED BY THE CONTRACTOR AND
APPROVED BY THE ENGINEER PRIOR TO CORRECTIVE WORK. CORRECTIVE WORK SHALL BE ON
THE OF THE FOLLOWING:
A. ABRASIVE GRINDING WITH FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND.
B. REMOVAL AND REPLACEMENT, OR )
C. PLACING AN OVERLAY OF HOT MIX ASPHALT.
D. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO EXTEND
THE AREA GROUND IN EACH LATERAL DIRECTION SO THAT THE LATERAL LIMITS OF
GRINDING ARE AT A CONSTANT OFFSET FROM AND PARALLEL TO THE NEAREST LANE
Adjust R/W or oetan AD'
a Avwt to accommodate
b0, NO,
krN M of L n -
acp aApma� 5Xm . 7.1tCmax LD°!es
1:
��"j
SEC77ON OA -A"
W7E5'
E A9 va*woshp and motadds s W coafarm to d EKdamsiam. p*t Or material shW corshl of pWamed sb* of
the wphrm* mffms of the spaceft&Vs o ntraed &We, reafient cawwM Mat CO&M to bee regakenents of Me
Vale a1 cop'hmio, Dwaro?wt of Trm4wieti b Standard .SlawftMen
StdD&6 sgxffiwtw hwmft 9' know as 9 Section of .rist»g eI wpvoch bwng rmmmi for reploc"t
%Ymdbr* spe &v4kns, awreet aty operowd espb'm. ,shW be =mut at fee. Rmis of removal as elr=W by the City
2 A amort Sbeetpamit issued by Me 6'tyof Hrginewc Rrw secNas rarmwd ac a mnemsm of 5D' n
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A Sobgmds shut be carstrwcted Ove to grade and cidstiv impmwrwwts wdess othewdw deealed by Me city Enpneen:
oras snmaar mwd eaarpacfed to gat of madmmm. dry 10 sect ws bmg replaced maybe pawed agansd w alew pavement
oW aw dstamkred by 45.7M 0-1557 to a dept of if Ar good cmd'ldan and with the prior gWord of the aly
b' blow top of a 00se Engineer. 0#wwk the mdstng pare t AuN be eavo( a mnkwwm
A Cmarie for diww Wprawh shad emfmm tothe of 20' bum Me &*of rn wfe or as diwied powmert potd±
r040vmarts of Me stmdad 4"w*atams far mna &Womfam+ to the reryriawmaNs of stmdad Detail sT-11.
coraete (mhz causal cmtmt 60 Alco )d). 1L Eipb dad putt aid bddy of approach 00 be ported
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4'+7rovd k abtanwd kern the CRy.Errgiaw
1 W emsbvctian elrW be permitted in :abewi a
5. Th&w fame Md be .wwfeced m Uv -*?a placed ONy mot reform.
next to Me canawta. and OW rw be fess &M L5`
thkk after beimg swfaced fans and swb Tmk drW FJ &p of ase 4Wrpah aW be a mea of 2.5' Ham adjacent tot !nil
be wetted hoodiataty pdir to placemen of comaets 14 Erie" cwb,. R n. good wrrot'tkn may be 5wwmot and rammed
G Caw.rete shW be troweled smog ty edged and Mao (`ad cwt) to am mmod?te crostmcbm of mew rsodda€ql ac'w
9?w o tight hmm fnik favveciot er after TsrW14 wrawk or mda* of es`stng womb
dt "wed swidw dw receive a mi@rm wp&vh ver
of wbiM pip wited affhW cwrpaond cadaromg to
Me star%drd spw0eatioes. The svrfoce of the VA
c4mrwM shag be kept mast ant& the rxakg camPoardis
% Ewpms/m pklta dtW be croshvcled of EO±dhw�,
sod be P&W at rwiver of wpvoo 00 at 10,
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\DMM1P 13
\
STANDARD DRAW A N R
ST �,ffw
SINGLE FAMILY RESIDENTIAL * s w s
DRIVE APPROACH -TYPE "A" a
H.T.S
APwA0�4D 9wEr w0.
CITY Or- BAKERSFELD
ST -7
CAUFORNA
urcawaawa W1wilC waRKw veli
LINE OR PAVEMENT EDGE, AND IN EACH LONGITUDINAL DIRECTION SO THAT GRINDING
BEGINS AND ENDS AT LINES NORMAL TO THE PAVEMENT CENTERLINE WITHIN ANY
GROUND AREA. GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN SECTION
42-3.03, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
CITY
STD. NO.
DESCRIPTION
CITY
STD.
NO.
DESCRIPTION
®
ST -1
CURBS & GUTTER TYPES "A", "B", & "C"
®
D-9
DRAINAGE BASIN
-i
❑
ST -2
MEDIAN CURBS TYPE "M", "M-1", & "M-2"
®
D-10
N
DRAINAGE BASIN OUTLET STRUCTURE
N
❑
ST -3
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A"
❑
D-12
W Q
CHAIN-LINK FENCE
®
ST -7
SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A"
®
D-14
CATCH BASIN TYPE "A"
LLJ
®
❑
❑
ST -9
ST -10
ST -11
RESIDENTIAL CROSS GUTTER (12.0')
CURB RAMP DETAILS
PAVEMENT PATCHES
®
- ❑
El
D-17
D-20
SW-3MANHOLE
W
OW
GUTTER DEPRESSIONS
SIDEWALK UNDERDRAIN
TYPE "A" INSIDE AND OUTSIDE
DROP
'
®
ST -12
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
®
SW
-6
FRAMES AND COVERS FOR MANHOLES &
CLEANOUTS
❑
ST -13
STRUCTURAL PAVEMENT SECTION
®
T-1
J
w
STREET SIGN POST TYPE
W
❑
ST -14
LOCAL STREETS CROSS SECTIONS
®
T-2
QQ
MISCELLANEOUS SIGN DETAIL
�LLI
❑
ST -20
SYMMETRICAL AND OFFSET CUL-DE-SACS
❑
T-7
(n
COLLECTOR TRANSITION
M
®
ST -21
STREET KNUCKLE
®
T-20
MINIMUM ACCESS DESIGN
®
ST -22
SURVEY MONUMENT
®
T-27
TYPICAL STRIPING PLAN
®
ST -23
STREET LIGHT MAST ARM TYPE
®
T-34
TRAFFIC SIGNAL INTERCONNECT WIRING &
PULL BOXES
THE
FOLLOWING CALTRANS STANDARD DRAWINGS SHALL
BE CONSIDERED
A PART OF THESE PLANS.
(CONTRACTOR TO
OBTAIN LATEST EDITION THEREOF)
STD.
NO.
DESCRIPTION
®
RSP A88A & B
CURB RAMP DETAILS
11-- 1'd P I,0 t -
COB RECORDS No.
Land
w
SHEET
ST -20F 9 SIFTS.
Q
z
Z
O
H-
O
0
Ld
-i
J
F-
Q
U
N
U
N
z
Z
Z n
Q J
Z
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LLJ
W Q
r
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zo
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W
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Q
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W
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W
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z
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W
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J
w
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W
Ww
U
W Z
QQ
W
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W
U
�.
Q
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M
LLO
r
U
SHEET
ST -20F 9 SIFTS.
z
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F-
(n
LLI
H
�
U
w
F-
W
O
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2
S
d
(n
SHEET
ST -20F 9 SIFTS.
CONSTRUCTION NOTES
Ot CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 w/5.5' WIDE
COMBINATION TYPE SIDEWALK PER STD. DWG. ST -7 (UNLESS
OTHERWISE NOTED)
O CONSTRUCT A.D.A. RAMP PER CALTRANS STD RSP A88A - CASE "A"
O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD ST -9.
(CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A
MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1')
O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH - TYPA "A"
PER C.O.B. STD ST -7.
CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD, DWG.
ST -22.
O EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
o- INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER
KNXXX C.O.B. STD. DWG ST -23 w/ NUMBER.
-I- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG T-1
INSTALL R1 STOP SIGN WITH STOP BAR BEHIND SIDEWALK PER C.O.B.
STD. T-27
---- PROPOSED RIGHT-OF-WAY.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
89°55'2"
30.00
47.08
29.96
C2
90°4'58"
30.00
47.17
30.04
NOTES:
1. EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL
DRIVEWAY WIDTHS SHALL BE 22_0'. NOTED WIDTH
INCLUDES 3' RAMPS ON EACH SIDE. DRIVEWAYS
SHALL BE CONSTRUCTED PER C.O.B. STD. DWG ST -7.
2. ADJUST ALL EXISTING MANHOLES, VALVE COVERS,
ETC TO FINISHED PER CITY STANDARDS.
3. ALL STATION IS BASED ON CENTERLINE DATA
UNLESS OTHERWISE NOTED.
RAW CL
Q)
wl
20.00' �� 11.00 34.00' 34.00'
0 6" TYPE 'B' CURB
Q I 6.13' EP iEMO TO EXISTING
I SAWCUT EXISTING PAVEMENT AT
dl & GUTTER w/5.5' REMOVE EXISTING--I�f1/ CENTERLINE TO A NEAT VERTICAL
GB WIDE SIDE WALK PAVEMENT
Wp� 2 00' FACE OR AS DIRECTED BY THE
G13 CITY ENGINEER.
8.00' 24.00' EXISTING AC PAVEMENT
g VARIES: 1.01% - 1.05% -y 37_57
2% MAX. 1,57-3.4%
I EXISTING CURB & GUTTER
4:1 MAX COMPACT UNDER CURB
& GUTTER AND SIDEWALK 0.30' A.C. PAVING OVER 0.42'
(TYP.) 6" MIN. TO 90% AGG. BASE OVER 1.00' NAT.
MAX. DENSITY. GROUND COMPACTED TO 95%
MAX DENSITY.
A 90' RIGHT-OF-WAY
BERKSHIRE ROAD TYPICAL SECTION
T.I.=6.0 R-VALUE=47
-"PAVEMENT TRANSITION SECTION" MO
CONSTRUCT 0.30" A.C. PAVING OVER METRO SIZE STREET /
20.00 20.00
0.40' AGG. BASE OVER 0.80' NAT. NAME SIGN -
GROUND COMPACTED TO 95% MAX. �� 7.08'N 0 \
DENSITY. nzN fo 7.11' \
I -I- WrN N<o NOl oYn mO ��� c<L6 C. on oro / �20.00' 20.00'
rn �9 \.
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W 5F70 Wa +zn +n NN }m }0)^ }M }M �mN}� Otn }OJ y`.� +ZM NUII +N +M +M x6� h� 5h SR9 �Jk.
+ } +M 3M �Md 2l� ?�N + M �cO +U ?�c0 ?mow 2�oJ a0
>wZN QJ ro�_IJI rn� O II o� p�> din aN NW II oleo '� II ol_M or oa N011 4w - ----
eode°°
Q J Q d U m W U N 0_ O W H r O N J N N d. m N m J J J J SR "�'°g8eg88°°° -. -° - 7.9% ____ T.
___
0_U�Z Z MN �N) �� M� U NI+ NI+v NI+ NI+ ��' N+ = N+ NI+ NI+ U w ti L� .J C-.sog88e:° h ---------
_ opo mm O o m CANYON CREEK w
o N Q - - - - Bw �_ 8g
T f_
N Z Q W of Y N O N O I- N N N 0' N N J N r7 N N N a U !- '�_- f
M
W +Z +Z Z Z W li N NJ IN I< N N N to F 1.97 1.97 1.5% 1.5%
a Q Q Q X G
ZU' W + + + R' J N J J N J J J J J F N W W W W .3% k k L� N�'SS }L2 -y 3S9 E7
Q fn N N N BW
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HEADER C� --- --10 a ri to h w
DRIVE
_ -
10.75' 11.25'
_ 11' KN301 -
11
Cl C2
45' 34' 1 14 2 L2 qc -EXIST. EDGE OF PAVEMENT 1 - 45' - - SAWCUT V INTO
16+00 1 + 18+00 19+00 M�5563 Xl ! _3s6 aFk� ri 21+00 0 -2'2+0 - -- - - ^ 34 EXIST. PAVEMENT
lL sj 589 3 34'E I_ 24+00 �25+00 26+00
L----- - -L - � 90' 3 EY.i P P�' hPG 3,qs Fk�
18+52.83 1 19 20+0
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11.29'
? 34 24+66.87
WITHIN TRACT BOUNDARY= __ - _ + _ _ __ rr BERKSHIRE ROAD Nol
SEE wrERSECTION _ I
LLJ
Q w �� INTERSECTION DETAIL
Q w DETAIL, THIS SHEET -EXIJ, C&G AND SIDEWALK II ,� BERKSHIRE ROAD -CANYON CREEK DRIVE scacE:1- 107
r w 11 TRACT NO. 6064 PH. 1 wl�
Q METRO SIZE STREET
l cf) NAME IGN M. BK. 48, PG. 114
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ST -30F 9 sHTs.
COB RECORDS No.
CONSTRUCTION NOTES
CURVE
DELTA
RADIUS
Oi
CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 w/4.5' WIDE
•
CONSTRUCT SURVEY MONUMENT
ENCASEMENT PER C.O.B. STD. DWG. �--�--
47.08
COMBINATION TYPE SIDEWALK PER STD. DWG. ST -7 (UNLESS
C2
ST -22.
30.00
47.17
OTHERWISE NOTED)
O
EXISTING SURVEY MONUMENT -
PROTECT IN PLACE.
O
CONSTRUCT A.D.A. RAMP PER CALTRANS RSP A88A - CASE "A"
o.
INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER 50 0 50 100
O
CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD ST -9.
20.03
C.O.B. STD. DWG ST -23.
19'55'11"
35.00
(CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A
+
INSTALL STREET NAME SIGN PER
C.O.B. STD. DWGS T-1
35.00
MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1')
34.95
C7
129'45'9"
O----
4
"A"
174.86
PROPOSED RIGHT-OF-WAY.
HORIZONTAL SCALE: 1 IN = 50 FT
20. 20'
CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH - TYPE
D-
a
1
_
1 C/)
PER C.O.B. STD ST -7.
Q
VERTICAL SCALE, 1 IN = 5 FT
NOTE:
EAGLE
SEE SHEET ST -3
F
F
m SEE SHEET ST -6
1. EXCEPT
AS OTHERWISE SHOWN ON
WEST FLOWLINE
z
Z
PLANS
ALL DRIVEWAYS WIDTHS SHALL
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89'55'2"
30.00
47.08
29.96
C2
90°4'58"
30.00
47.17
30.04
C3
89°55'2"
20.00
31.39
19.97
C4
90'4'58"
20.00
31.44
20.03
C5
19'55'11"
35.00
12.17
6.15
C6
89'55'2"
35.00
54.93
34.95
C7
129'45'9"
82.00
185.70
174.86
BE 220'. NOTED WIDTH INCLUDES 3' PHASE 1 PHASE 2
RAMPS ON EACH SIDE. DRIVEWAYS PARCEL B - LLA 16-0461
SHALL BE CONSTRUCTED PER C.O.B.
STD. DWG ST -7 4 4 4 4 4 4 4 T�4' Y44� y
2. ADJUST ALL EXISTING MANHOLES VALVE Q QCOVERS, ETC TO FINISHED GRADE PER3 3 } a 3 a 3 a J ' - CITY STANDARDS. o0 3 } o �'¢- rn °'. ma_ OJ Od- O� mmo Or O.+ 0.- MO O Nmo
3. ALL STATIONING IS BASED ON o \" to � IN IN I'O + "' I� I^ I^ �' + N + N + N _
CENTERLINE DATA UNLESS OTHERWISE N + N + N + N + N = N + N + N + NI+ �n co co = NI+ Ni+
N� NN NN �U� NM NM Nd• Nd- �N �� .-U� N[O Ncp
NOTED.J`- J� J� a -1 J`- J'-
V¢o Va Ua Ua U c�¢ oa Ua c�¢ U Ua Va
J N N F H J J H F-
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220' I I
___ __
SEE INTERSECTION 12+99'98 15+79.98 2
DETAIL, SHEET ST -3
2
30' ce Mh Ss 90 5e C4 C3
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-60' -40'
1 , 2 C4� 20• 1 P 2 dsg 1155.98'
10+00.00 2 C2 30' _ ItC3 2 75k C4
to' --- C3
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III
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I
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20' 120'
FOUR
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10 ao' 10•
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NARROWS ST.
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m SEE SHEET ST -6
co
CREEK ST.
WEST FLOWLINE
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I IN 10
i
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I I
INSTALL W-31 SIGN WITH RED TYPE
N MARKER AT PHASE BOUNDARY OF
TRACT IF ADJACENT PHASE IS NOT
CONSTRUCTED AT SAME TIME REMOVE
AND SALVAGE SIGN WITH
CONSTRUCTION OF ADJACENT PHASE.
oN J
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6" TYPE 'B' CURBw z
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& GUTTER w/4.5' GROUND COMPACTED TO 95% MAX. DENSITY. E3 O -o
WIDE SIDEWALK MAX DENSITY. J o Xo
(TYP.) o a "
Q V p r
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3 60' RIGHT-OF-WAY
TYPICAL LOCAL STREET SECTION SALE. 1"= 10'
Q K cp N
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I
12+00
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3
18+00
19+00
10 40'10'
21+00
FL 22+71.24
20' 120'
FOUR
53852
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SEE SHEET ST -7
355
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30.00' 30.00' '
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r I 2' r
2% MAX 1 57 3.47 r 1.5%-3.4% 2% MAX.
r �
4:1 MAX I I m
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0.21' A.C. PAVING OVER 0.40' & GUTTER AND SIDEWALK ¢
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AGG. BASE OVER 1.00' NAT. (TYP.) 6" MIN. TO 90%
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(TYP.) o a "
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3 60' RIGHT-OF-WAY
TYPICAL LOCAL STREET SECTION SALE. 1"= 10'
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CANYON CREEK DRIVE
T.I.=4.5 R-VALUE:47 �}�
m � M
�Or m� <FW OWN Oda ON mN MO QOM NO MO OC' d'oJ
MN �� OiM MM NN Mto °'�n Md- ^� N(Lr; rN NN NF
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II o II +M II u� II M +M m;. c O II
-K w Jm NU NU NM
M W V m W m w �U Q NW J tJi W rJia Jw
EXISTING GROUND
�® CENTERLINE
I
12+00
13+00
14+00
15+00
FL PRC
17+00
18+00
19+00
ll C5
21+00
FL 22+71.24
H
53852
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355
% 0.20%
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0.50,
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PROPOSED EAST FLOWLINE
W
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350
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WEST FLOWLINE
PROFILE
10' 40' 10'
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EXISTING GROUND
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35
9+50 10+00
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35.
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19+00
20+00
21+00
22+00 23+00
H
53852
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i.0.
355
% 0.20%
0
9�OF
- -49, 0. O% .20
0.50,
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o
PROPOSED EAST FLOWLINE
PROPOSED EAST FLOWLINE
PROPOSED EAST FLOWLINE
W
H
PROPOSED WEST FLOWLINE
PROPOSED .WEST FLOWLINE�i;i i
350
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17+00
18+00
19+00
20+00
21+00
22+00 23+00
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53852
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WEST FLOWLINE
PROFILE
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9+50 10+00
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W
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35
9+50 10+00
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53852
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11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
PROPOSED EAST FLOWLINE PROFILE
11-732x- ps,.�.a-Y SHEET
COB RECORDS No. ST-4oF g SHTs.
CONSTRUCTION NOTES
O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 w/4.5' WIDE 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG.
COMBINATION TYPE SIDEWALK PER STD, DWG. ST -7 (UNLESS ST -22.
OTHERWISE NOTED)
O CONSTRUCT A.D.A. RAMP PER CALTRANS STD RSP A88A - CASE "A" OO EXISTING SURVEY MONUMENT -PROTECT IN PLACE.
o- INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER
O3 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD ST -9, C.O.B. STD. DWG ST -23.
(CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER ANDA INSTALL STREET NAME SIGN PER C.O.B. STD. DWGS T-1.
MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1')
O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH - TYPE "A" ---- PROPOSED RIGHT-OF-WAY.
PER C.O.B. STD ST -7. INSTALL W-31 SIGN WITH RED TYPE
rN MARKER AT PHASE BOUNDARY OF
TRACT IF ADJACENT PHASE IS NOT
AT SAME
NOTE: PHASE 1 .PHASE 2 ANNDSTRUCTED SALVAGE SIGN WITH TIME REMOVE
1. EXCEPT AS OTHERWISE SHOWN ON CONSTRUCTION OF ADJACENT PHASE.
PLANS ALL DRIVEWAYS WIDTHS SHALL BE
22_0'. NOTED WIDTH INCLUDES 3' RAMPS 00 J
ON EACH SIDE. DRIVEWAYS SHALL BE
CONSTRUCTED PER C.O.B. STD. DWG N rn J N r= rn J m J o 0 m J m J
ST -7. rnm rn+ mJ rn. C6 �=N n_ Imo_
rnU ��n0 '. MO O J O rn0
2. ADJUST ALL EXISTING MANHOLES, VALVE m m +o+ N + N N N EAGLE + N °� w + N FOUR + N
COVERS, ETC TO FINISHED GRADE PER o' J o m m
clTv STANDARDS. NARROWS ST. o+,�- ��w �� w CREEK ST. m N ; PEAKS ST. w
3. ALL STATIONING IS BASED ON SEE SHEET ST -6 u w SEE SHEET ST -8 za 1 SEE. SHEET ST -7
CENTERLINE DATA UNLESS OTHERWISE
NOTED.
I (P (P I I 11040"41
aoJ o' ao• 41 JFL 8+84.74 20 20 Y 20 2°
35C
35`
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
90°4'58"
20.00
31.44
20.03
C2
89'55'2"
20.00
31.39
19.97
C3
19.55'11"
35.00
12.17
6.15
C4
129'45'24"
82.00
185.70
174.88
C5
89'55'2"
35.00
54.93
34.95
C6
90'4'58"
35.00
55.03
35.05
C7
129'54'26"
82.00
185.92
175.48
C8
19'54'4"
35.00
12.16
6.14
II
N F
NN
4 V�
+ n
o II
m
U
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CONSTRUCTION NOTES
O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 w/4.5' WIDE
COMBINATION TYPE SIDEWALK PER STD. DWG. ST -7 (UNLESS
OTHERWISE NOTED)
O CONSTRUCT A.D.A. RAMP PER CALTRANS STD RSP A88A - CASE "A"
O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD ST -9.
(CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A
MINIMUM OF V EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1')
O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH - TYPE "A"
PER C.O.B. STD ST -7.
0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG.
ST -22.
O EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
o INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER
C.O.B. STD. DWG ST -23.
INSTALL STREET NAME SIGN PER C.O.B. STD. DWG T-1.
---- PROPOSED RIGHT-OF-WAY.
NOTE:
1. EXCEPT AS OTHERWISE SHOWN ON
PLANS, ALL DRIVEWAY WIDTHS SHALL BE
22_0'. NOTED WIDTH INCLUDES 3' RAMPS
ON EACH SIDE DRIVEWAYS SHALL BE
CONSTRUCTED PER C.O.B. STD. DWG
ST -7.
2. ADJUST ALL EXISTING MANHOLES, VALVE
COVERS, ETC TO FINISHED GRADE PER
CITY STANDARDS.
3. ALL STATIONING IS BASED ON
CENTERLINE DATA UNLESS OTHERWISE
NOTED.
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89'55'2"
20.00
31.39
19.97
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90°4'58"
20.00
31.44
20.03
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35.00
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6.15
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54.93
34.95
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82.00
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COB RECORDS No.
CONSTRUCTION NOTES
O1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 w/4.5' WIDE
COMBINATION TYPE SIDEWALK PER STD. DWG. ST -7 (UNLESS
OTHERWISE NOTED)
O CONSTRUCT A.D.A. RAMP PER CALTRANS STD RSP A88A - TYPE "A"
O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD ST -9.
(CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A
MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1')
O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH - TYPE "A"
PER C.O.B. STD ST -7.
NOTE:
1. EXCEPT AS OTHERWISE SHOWN ON
PLANS, ALL DRIVEWAY WIDTHS SHALL BE
22.0'. NOTED WIDTH INCLUDES 3' RAMPS
ON EACH SIDE. DRIVEWAYS SHALL BE
CONSTRUCTED PER C.O.B. STD. DWG
ST -7.
2. ADJUST ALL EXISTING MANHOLES, VALVE
COVERS, ETC TO FINISHED GRADE PER
CITY STANDARDS.
3. ALL STATIONING IS BASED ON
CENTERLINE DATA UNLESS OTHERWISE
NOTED.
13
36C
35`
35
9+50 10+00
CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG.
ST -22.
EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
o INSTALL 5800 LUMEN STREET LIGHT (UNLESS OTHERWISE NOTED) PER
C.O.B. STD. DWG ST -23.
-i- INSTALL STREET NAME SIGN PER C.O.B. STD. DWG T-1.
--- PROPOSED RIGHT-OF-WAY.
d' O
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CANYON J Ulab Ula ¢ Ula Ula J MATSON
CREEK ST. W N w HILL ST.
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10L40" -71 72 73 74 75T' 40.10
1-20' 1 1 I 20-1-20'
2 1 KN295 _ l l
0 G I 29
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I �- 354.00 �\ 40--X3000' -
°i:� AO V �V 20
50 0 so 100
HORIZONTAL SCALE: 1 IN = 50 FT
VERTICAL SCALE: 1 IN = 5 FT
0
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T.I.=4.5 R-VALUE:47
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90°4'58"
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FOUR PEAKS STREET
T.I.=4.5 R-VALUE:47
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36C
35`
11+00 12+00 13+00
PROPOSED NORTH FLOWLINE PROFILE
SINIn-
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30
560 36C
555 35:
350
14+00
ODM
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20.00
31.39
19.97
C2
90°4'58"
20.00
.97 0
0.2 1.5
C3
19'55'11"
35.00
PROPOSED NORTH FLOWLINE
6.15
52
89°55'2"
35.00
36C
35`
11+00 12+00 13+00
PROPOSED NORTH FLOWLINE PROFILE
SINIn-
ZI
30
560 36C
555 35:
350
14+00
ODM
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20.00
31.39
19.97
C2
90°4'58"
20.00
31.44
20.03
C3
19'55'11"
35.00
12.17
6.15
52
89°55'2"
35.00
54.93
34.95
C5
129°45'9"
82.00
185.70
174.86
C6
19'55'9"
35.00
12.17
6.15
C7
19'54'4"
35.00
12.16
6.14
C8
90°4'58"
35.00
55.03
35.03
C9
129'54'26"
82.00
185.92
175.48
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ST -70F
9 SUITS.
0.2 9
0.20%
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J
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PROPOSED
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35
9+50 10+00
I I+UV IL+VV IJ+UU
PROPOSED SOUTH FLOWLINE PROFILE
560
355
350
14+00
17
16
FL PRC
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89°55'2"
20.00
31.39
19.97
C2
90°4'58"
20.00
31.44
20.03
C3
19'55'11"
35.00
12.17
6.15
C4
89°55'2"
35.00
54.93
34.95
C5
129°45'9"
82.00
185.70
174.86
C6
19'55'9"
35.00
12.17
6.15
C7
19'54'4"
35.00
12.16
6.14
C8
90°4'58"
35.00
55.03
35.03
C9
129'54'26"
82.00
185.92
175.48
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360
355
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360
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3551
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COB RECORDS No.
ST -70F
9 SUITS.
CONSTRUCTION NOTES
O CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. ST -1 w/4.5' WIDE
COMBINATION TYPE SIDEWALK PER STD. DWG. ST -7 (UNLESS
OTHERWISE NOTED)
O CONSTRUCT A.D.A. RAMP PER CALTRANS STD RSP A88A - CASE "A"
O CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD ST -9.
(CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A
MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1')
O CONSTRUCT TYPE A - RESIDENTIAL DRIVE APPROACH PER C.O.B. STD
ST -7.
O INSTALL TYPE III BARRICADE PER CALTRANS STD PLAN A73C WITH
W-31 EA SIGN & OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF
ADJAC N TRACT PHASE IS NOT CONSTRUCTED AT THE SAME TIME.
REMOVE & SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT
TRACT/PHASE
NOTE:
1. EXCEPT AS OTHERWISE SHOWN ON PLANS, ALL
DRIVEWAY WIDTHS SHALL BE 220'. NOTED WIDTH
INCLUDES 3' RAMPS ON EACH SIDE. DRIVEWAYS
SHALL BE CONSTRUCTED PER C.O.B. STD. DWG
ST -7.
2. ADJUST ALL EXISTING MANHOLES, VALVE COVERS,
ETC TO FINISHED GRADE PER CITY STANDARDS.
3. ALL STATIONING IS BASED ON CENTERLINE DATA
UNLESS OTHERWISE NOTED.
• CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG.
ST -22. 4 4 4
O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. a o o
J >_N N
-o- Ili
INSTALL 5800 LUMEN STREET LIGHT UNLESS OTHERWISE NOTED PER + o + o o o m
( )
C.O.B. STD. DWG ST -23. 00� O� CANYON ±�N� + N
INSTALL STREET NAME SIGN PER C.O.B. STD. DWGS T-1. �� m CREEK ST. W <a � Q
N
---- PROPOSED RIGHT-OF-WAY.a SEE SHEET ST -4 H N N N
++++ EXISTING ELEVATION CALLOUT
PARCEL B ' 61 62 63 64
LLA 16-04617
9 —10040
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4
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
89'55'2"
20.00
31.39
19.97
C2
90'4'58"
20.00
31.44
20.03
J
OF
32
65 jt 0!
20•
I 33
20
20• np00
14+84
■
1
MATSON
HILL ST.
SEE SHEET ST -5
OJ
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T.I.=4.5 R-VALUE:47
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MATSON
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SEE SHEET ST -5
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65 jt 0!
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PROPOSED NORTH FLOWLINE
10+00 11+00 12+00 13+00 14+00
PROPOSED NORTH FLOWLINE PROFILE
360
55
15+0°
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VERTICAL SCALE: 1 IN = 5 FT
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COB RECORDS No.
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LEGEND
R1 = STOP SIGN
-------- EXISTING STRIPING -
PROPOSED STRIPING
PROPOSED SIGN LOCATION
+ PROPOSED STREET NAME LOCATION - METRO SIZE
NOTES:
1. ALL STRIPING SHALL BE THERMOPLASTIC PAINT PER CALTRANS
STANDARD SPECIFICATION 801021C-19
2. AN ENCROACHMENT PERMIT FOR THE APPROPRIATE AGENCY SHALL BE
REQUIRED FOR ANY WORK WITHIN THE KERN COUNTY OR CITY OF
BAKERSFIELD RIGHT OF WAY.
Im
EXTEND PROPOSED 26'
DETAIL 32 TO TIE IN
TO STORAGE TAPER EXISTING
® SOUTH H STREET DETAIL 27B
EXISTING
EXISTING DETAIL 29 10.75'
DETAIL 38A
12+00 13+00
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12
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I
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LIMIT LINE �- LuLO
DETAIL 32
DETAIL 32
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44 1 45 1 46 1 47
PAINT 12" LIMIT LINE PER CALTRANS
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FICATION 8010-21C-19
STRIPING PLAN
II
DETAIL 32 EXISTING
21+00 22+00 `DETAIL 21
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— REMOVE EXISTING DE AIL 21 STRIPING
TRACT NO. 6064 PH. 1
M. BK. 48, PG. 114
40 0 40 80
HORIZONTAL SCALE: 1 IN = 50 FT
VERTICAL SCALE: 1 IN = 5 FT
48 49 5
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45'
34'
1 24+00
12'
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