HomeMy WebLinkAbout1.1-7243 RevQUANTITIES
ROAD CONSTRUCTION ITEMS QUANTITY UNIT
6" TYPE "M" CURB
1180
LF
OLD RIVER ROAD MEDIAN FLATWORK
6
CY
"6" CURB AND GUTTER"
6,475
LF
SIDEWALK (4" THICK)
22,010
SF
DRIVEWAYS APPROACHES (6"" THICK)
7,130
SF
CROSS GUTTER (6' WIDE)
0
EA
ACCESSIBLE RAMPS
10
EA
CMU SCREEN WALL (6')
700
LF
OLD RIVER ROAD AC PAVEMENT
1,206
TONS
OLD RIVER ROAD CL —II AG. BASE
2,136
CY
LOCAL STREETS ROAD AC PAVEMENT
11537
TONS
LOCAL STREETS CL —II AG. BASE fl
PLANS
CY
SAW CUT
37
LF
CONCRETE MONUMENTS
8
EA
MONUMENTS ENCASEMENT
8
EA
STREET NAME SIGNS
8
EA
TRAFFIC CONTROL SIGNS
4
EA
STRIPING
1,340
LF
MISC STRIPING
350
SF
BARRICADES
1
EA
STREET LIGHTS
10
EA
CONDUIT
700
LF
CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA
STREET IMPROVEMENT PLANS
LANDSCAPE
EASEMENT
INDEPENDENCE
HIGH SCHOOL
S.D. CATCH BASIN
MODIFY TRAFFIC
SIGNAL PER RUETfGERS
AND SCHULER PLAN
FOR
TRACT 7243
KEY MAP
SCALE: 1"=200'
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SURFACE FLOW DIRECTION
ENGINEERS CERTIFICATE
SHEET
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THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
Q�koFESSiory
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I
1
TITLE SHEET
o
2
NOTE SHEET AND SECTIONS
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
46 45
44 43
42
41
— OLD RIVER ROAD
4
STREET
IMPROVEMENTS
PLANS
— CARSON RIVER ROAD
5
STREET
IMPROVEMENTS
PLANS
— MOUNTAIN PASS ROAD
6
STREET
IMPROVEMENTS
PLANS
27 I 2a 29 30
I 31 I 3Z ` 33 34 3S 36
37
36
''
— CITRUS CREEK DRIVE
8
STREET
IMPROVEMENTS
PLANS
KEY MAP
SCALE: 1"=200'
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APPROVED: C 3,4—
;�,1i: NICOLAS FIDLER— PUBLIC WORKS DIRECTOR
R.C.E. #61069
-7/,Av/,5
DATE
ABBREVIATIONS
AC
ENGINEERS CERTIFICATE
SHEET
INDEX
SHEET
NUMBER
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
Q�koFESSiory
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
ARE OBTAINED BY A SEARCH OF THE
SHEET TITLE
1
TITLE SHEET
STRUCTURES SHOWN ON THESE PLANS
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
o
2
NOTE SHEET AND SECTIONS
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
3
STREET
IMPROVEMENTS
PLANS
— OLD RIVER ROAD
4
STREET
IMPROVEMENTS
PLANS
— CARSON RIVER ROAD
5
STREET
IMPROVEMENTS
PLANS
— MOUNTAIN PASS ROAD
6
STREET
IMPROVEMENTS
PLANS
— CITRUS CREEK DRIVE
7
STREET
IMPROVEMENTS
PLANS
— CITRUS CREEK DRIVE
8
STREET
IMPROVEMENTS
PLANS
— CACHE CREEK LANE
9
STREET
IMPROVEMENTS
PLANS
— RIO VERDE DRIVE & ROSE CREEK WAY
10
STREET
IMPROVEMENTS
PLANS
— OLD RIVER ROAD STRIPING PLAN
Y
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APPROVED: C 3,4—
;�,1i: NICOLAS FIDLER— PUBLIC WORKS DIRECTOR
R.C.E. #61069
-7/,Av/,5
DATE
ABBREVIATIONS
AC
ENGINEERS CERTIFICATE
GUY
UNDERGROUND UTILITY STATEMENT
BLDG
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
Q�koFESSiory
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
ARE OBTAINED BY A SEARCH OF THE
BLKW
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY
��� gERT0 �yc
STRUCTURES SHOWN ON THESE PLANS
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
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WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
cz y
'' �'
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
°
CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF
W
NO 02
MAXIMUM
CB
THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS,
*
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
CF
OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND
�,
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR
CL
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
V\
NOT SHOWN ON THIS DRAWING.
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CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
OF CAQ
PIPELINE
rn
W
SUBMITTED TO THE CITY ENGINEER.
PS
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
CO
CLEAN OUT (SEWER)
PP
ANY SUCH INFORMATION OR DATA.
n
!
PVC
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR
DL
R.C.E. DATE
RCP
TO CONSTRUCTION BY CALLING 811 OR 1- 800 - 642 -2444.
DI
J�PfR�Y /RGJ�1 e R � ,
RR
PIPE RAILROAD
DIA
DIAMETER
R/W
RIGHT OF WAY
DRV
DRIVEWAY
SS
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
Z
5
ELECTRIC
SL
„
DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT (NOI) TO COMPLY
Z
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REVIEWED: 2— cf !S
SW
WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER
EP
EDGE OF PAVEMENT
SDMH
ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWM ORDER N0. AS
ETW
RYAN STARBUCK — TRAFFIC ENGINEER DATE
SSMH
AiIIMM 8Y ORDER 2010 - 0014 -an MD ORM 2012- 0006 —M) MUST BE
EUC
TR #2327
TC
FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE
FNC
FENCE
TELE
THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL
FF
FINISH FLOOR
TOE
PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE
FG
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- 7/I/ZAis
TOG
PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC
DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE
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FIRE HYDRANT
TOP
INSPECTION
FL
-_
REVIEWED: --
TOW
IDENTIFICATION (WDID) NUMBER 5F15C372120 HAS BEEN ISSUED BY THE STATE
ui
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THEODORE WRIGHT — ASSISTANT PUBLIC WORKS DIRECTOR DATE
TYP
WATER RESOURCES BOARD FOR THIS PROJECT.
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R.C.E #33710
VLT
VAULT
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APPROVED: C 3,4—
;�,1i: NICOLAS FIDLER— PUBLIC WORKS DIRECTOR
R.C.E. #61069
-7/,Av/,5
DATE
ABBREVIATIONS
AC
ASPHALT
GUY
GUY WIRE
BLDG
BUILDING
HB
HOSE BIB
BLKW
BLOCK WALL
INV
INVERT ELEVATION
BW
BACK OF WALK
JP
JOINT POLE
CAN
CABLE TELEVISION BOX
MAX
MAXIMUM
CB
CATCH BASIN
MIN
MINIMUM
CF
CURB FACE
NG
NATURAL GRADE
CL
CENTERLINE
OH
OVERHANG (EAVES)
CLF
CHAIN LINK FENCE
PL
PIPELINE
CMP
CORRUGATED METAL PIPE
PS
PULL BOX
CO
CLEAN OUT (SEWER)
PP
POWER POLE
CONC
CONCRETE
PVC
PLASTIC PIPE
DL
DAYLIGHT
RCP
REINFORCED CONCRETE
DI
DROP INLET
RR
PIPE RAILROAD
DIA
DIAMETER
R/W
RIGHT OF WAY
DRV
DRIVEWAY
SS
SANITARY SEWER
ELEC
ELECTRIC
SL
STREET LIGHT
EDR
EDGE DIRT ROAD
SW
SIDEWALK
EP
EDGE OF PAVEMENT
SDMH
STORM DRAIN MANHOLE
ETW
EDGE TRAVELED WAY
SSMH
SANITARY SEWER MANHOLE
EUC
EUCALYPTUS
TC
TOP OF CURB
FNC
FENCE
TELE
TELEPHONE
FF
FINISH FLOOR
TOE
TOE OF SLOPE
FG
FINISH GRADE
TOG
TOP OF GRATE
FH
FIRE HYDRANT
TOP
TOP OF SLOPE
FL
FLOW LINE
TOW
TOP OF WALL
FS
FINISH SURFACE
TYP
TYPICAL
GB
GRADE BREAK
VLT
VAULT
GM
GAS METER
WM
WATER METER
GIRD
GROUND
WV
WATER VALVE
NOTE:
ABBREVIATIONS SHOWN
ABOVE MAY OR
MAY NOT BE EVIDENT ON MAP.
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WHITE LANE
PROJECT CONTACTS:
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OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481 -4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA ST., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ ®DPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371 -2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALK ®DPSIINC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837 -9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA ST., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ ®DPSIINC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOT 24 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING
A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE
CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND
THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2.
ELEVATION = 344.54
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF
SECTION 29, T.30S., R.27E. MD.M. (AND BEING THE CENTERLINE OF McCUTCHEN
ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN
ON THIS MAP.
SITE INFORMATION
APN: 540 -01 -08
NUMBER OF LOTS: 72
TOTAL AREA: 19.23 ACRES (GROSS)
18.9± ACRES (NET)
UTILITIES:
CITY FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
COB WATER RESOURCES DEPT.
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326 -3000
DIAL TOLL FREE
811 OR
(1- 800 - 642 -2444)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
PG &E
PH: (877)743 -7782
BRIGHTHOUSE NETWORKS
PH: (661)323 -4892
TW TELECOM
PH: (661)616 -5500
SOCAL GAS
(800)427 -2200
CITY RECORDS N0:
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PROJECT CONTACTS:
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OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481 -4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA ST., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ ®DPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371 -2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALK ®DPSIINC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837 -9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA ST., SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250 -2891
CONTACT: ALBERTO LOPEZ
ALOPEZ ®DPSIINC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOT 24 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING
A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE
CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND
THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2.
ELEVATION = 344.54
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF
SECTION 29, T.30S., R.27E. MD.M. (AND BEING THE CENTERLINE OF McCUTCHEN
ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN
ON THIS MAP.
SITE INFORMATION
APN: 540 -01 -08
NUMBER OF LOTS: 72
TOTAL AREA: 19.23 ACRES (GROSS)
18.9± ACRES (NET)
UTILITIES:
CITY FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
COB WATER RESOURCES DEPT.
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326 -3000
DIAL TOLL FREE
811 OR
(1- 800 - 642 -2444)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
PG &E
PH: (877)743 -7782
BRIGHTHOUSE NETWORKS
PH: (661)323 -4892
TW TELECOM
PH: (661)616 -5500
SOCAL GAS
(800)427 -2200
CITY RECORDS N0:
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GENERAL NOTES
GENERAL NOTES - ASPHALT
ES T
0 BE INCORPORATED IN THE
WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, AGGREGATE, OF THE
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND
SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL
OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA
3 TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE
i SUBMITTED WITH THE MIX DESIGN, ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF
THE DESIGN MIXTURES AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE MIX
SHALL MEET WITH THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE ", OF THE
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED
n 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 DEVELOPER SHALL
S BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED
SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED
$ PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER
REQUIREMENTS OF SECTION 39 -4.01, ' SUBGRADE', OF THE STANDARD SPECIFICATIONS
f. 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
n EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
5
1 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY
THE ENGINEER.
s
r 10. INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE
Z
ENGINEER. ADDITIONAL � 0 AL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS
AND PRIVATE R
D IVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE
ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH,
j 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
n 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
z TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC
$ TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER
3 THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
z OPERATIONS RESUME.
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1. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET EITHER THE
SPECIFICATION FOR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200 -2.4
OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC
WORKS CONSTRUCTION, THE GREENBOOK, OR CALTRANS STANDARD SPECIFICATION
FOR CLASS 2 AGGREGATE BASE (SECTION 26- 1.02A)
OR
MATERIAL THAT MEETS THAT CALTRANS STANDARD SPECIFICATION FOR CLASS 2
AGGREGATE BASE (SECTION 26 -1.02) WHICH ALLOWS EITHER 100% OF THE
VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO
BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN
CONCRETE BASE, CEMENT TREATED BASE OF COMBINATION OF THOSE MATERIALS.
AGGREGATE BASE SHALL BE FURNISHED AND PLACE IN ACCORDANCE WITH THE
CONTRACT PLANS, THE STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTIONS AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE
GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557.
2. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY
REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO
WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY IN ACCORDANCE WITH ASTM D -1557.
SPECIAL NOTES
1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN
AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
326 -3049.
NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A
SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN
OBTAINED.
INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
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.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL
PROVISIONS SECTION 86 -6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER.
ANY ITEMS IN PUBLIC RIGHT -OF -WAY THAT ARE DAMAGED OR DO NOT MEET
CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND /OR
UPGRADING AS PER CITY ENGINEER.
C OLD RIVER ROAD
ROAD WIDTH VARIES FROM 48' • -64'
I
LANDSCAPED
MEDIAN
1.0' MIN.
EXISTING PAVEMENT
2.59, MAX
=IN
FL R/W & P/L
VARIES I j- VARIES 10' - 14'
FROM 6' TO 7' I 1
8" CMU WALL
10' LANDSCAPE
EASEMENT
5.�
_r 2%
PER
PLAN
.LOT PAD
SAWCUT 1.0' MINIMUM TYPE M BE DESIGNED D GRADED
FROM FACE OF CURB TYP. VARIES 0' -14' TO MINIMIZE EXCESS
TYPES CURB, LANDSCAPE DRAINAGE ACROSS
SEE DETAIL F. THE SIDEWALK FOR THOSE
AREAS OVER 2 %.
SECTION A -A OLD RIVER ROAD
SEE SHEET 3 N.T.S.
NOTE: TI =9.0 R =13
• 0.45' TYPE 'A' AC
• 1.55' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.50' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
I�
0
0 � STRIPED MEDIAN,
6' 12' VARIES
o WIDTH VARIES, SEE
Jo SHEET 11
1.5% MIN c� =1_
2.5% MAX (E) I I - EX STING PAk EMEE- `T
MATCH EXISTING �� \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \� \ \ \O
\\ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
SLOPE \ \ \\\\\\ \ \ \ \ \ \ \ \ \\\\\\\\ \ \ \ \\ ~ �s
VARIES SAWCUT 1.0' M I N I M U M AND ` c
MATCH EXISTING PAVEMENT w EXIST NG
AS DIRECTED BY CITY IMPROVEMENTS
ENGINEER.
SECTION B -B OLD RIVER ROAD
NOTE: TI =9.0 R =13, N.T.S.
SEE SHEET 3
• 0.45' TYPE 'A' AC
• 1.55' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
R/W & P/L
y'
gzf%o
R/W & P/L
.,� TYPICAL FOR
SIDE YARD
FL
.r�. ................ 10' 10'
EP
TR 6359 -1 TR 7267
10' 10' 2' 8'
PAD
2.5% MAX
1.5% MIN
SAWCUT 1.0' MINIMUM AND MATCH SEE DETAIL F TYP.
EXISTING PAVEMENT AS DIRECTED BY
CITY ENGINEER.
SECTION C -C ROSE CREEK WAY
NOTE: TI =4.5 R= TS. N.T.S.
• Ao %..'
�
• 0, PE 'B' AC
e•4e� • LASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
TYPICAL FOR R/W & P/L
FRONT YARD 60' -
FL
20' 10'
a- 8' 40'
PAD I 2 20'
4.5'
2% MIN. 0 63'
R/W & P/L
F
10' -
2' 8'
20'
2:1 MAX. 2% 2.5% MAX 2.5% MAX
1.5% MIN 1.57. MIN
_y
1.5% MAX.
TYPICAL FOR
FRONT YARD
20'
PAD
SECTION D- D 60' R/W SEE DETAIL F TYP,
NOTE: TI =44R W U _ N.T.S.
• 2 TYPE 'B' AC
a r+
• CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
1.5% MAX.
0.63' FL 4.5' 2'
2%
MAX 2% 2% MIN/ 5:1 MAX AT
LANDSCAPE EASEMENT
4.5' SIDEWALK PER ST -8.
0.4' BELOW TYPE "B" CURB AND GUTTER
GUTTER FL
ROUGH GRADE
TYPE "B" CURB AND GUTTER TYPICAL
FL
SEE APPROVED 5' 15' 49.06'
LANDSCAPE PLANS
FOR TREATMENT
21 3.4%
EXISTING
PAVEMENT=�,y •-:.:� •-�:�- 3�•,�.,•••.;;.;..,. -. �:Y� ��- •. „. <.
TYPE "M" TYPE B CURB,
SEE DETAIL F.
SECTION G -G OLD RIVER ROAD
SEE SHEET 3 • 0.45' TYPE 'A' AC 1 " =10'
NOTE: TI =9.0 R =13
• 1.55' CLASS II BASE
COMPACTED TO
MINIMUM 95%
RELATIVE
COMPACTION
It 0.60' COMPACTED
NATIVE TO MINIMUM
95% RELATIVE
DENSITY
FL
SEE APPROVED 13.51' 43.97'
LANDSCAPE PLANS
FOR TREATMENT
2 %t j 2%
EXISTING J
PAVEMENT TYPE B CURB,
TYPE "M" SEE DETAIL F.
SECTION H -H OLD RIVER ROAD
EXISTING
PAVEMENT -
2 %t
TYPE "M
4 A n'
SEE SHEET 3 a 0.45' TYPE 'A' AC
NOTE: TI =9.0 R =13
• 1.55' CLASS II BASE
COMPACTED TO
MINIMUM 95%
RELATIVE
COMPACTION
• 0.60' COMPACTED
NATIVE TO MINIMUM
95% RELATIVE
DENSITY
54.0'
SECTION J -J OLD RIVER ROAD
SEE SHEET 3 • 0.45' TYPE 'A' AC 1 " =10'
NOTE: TI =9.0 R =13
• 1.55' CLASS 11 BASE
COMPACTED TO
MINIMUM 95%
RELATIVE
COMPACTION
• 0.60' COMPACTED
NATIVE TO MINIMUM
95% RELATIVE
DENSITY
1 " =10'
R/W & P/L TR 7243 EP TR 7267 RVIW & FOR
J`, __._ _. _ ............... ....._________.________________ __________�_._ � � f,,0% 14.0' 54.0'
FL
TYPICAL FOR
SIDE YARD PAVEMENT
SEE APPROVED
_.....
EXISTIN G
T
LANDSCAPE PLAN
FOR TREATMENT
rq
'.�::
...,.
'•. ter:;.:. ,:+;.. _av<•. �a.M ';.. -
:_.
PAD ... ....�...... .•�- � r., °��.t•�.•::..:..KYr<
I ,TYPE B CURB,
4.5 0.63' I ' \s SEE DETAIL F.
z, _ "„ TYPE "M" SECTION K -K OLD RIVER ROAD
2% MIN. _ � :;
2:1 MAX. a ,;v _. ?,.
SEE SHEET 3
0.45' TYPE 'A' AC
1 " =10'
._._.... NOTE: TI -9.0 R -13
SEE DETAIL F TYP. .:. ;..:::::_:,;. ..:...:..:: .....�......t�_:_:.:_.:.......
2' FUTURE 1.55' CLASS II BASE
IMPROVEMENTS COMPACTED TO
MINIMUM 95%
RELATIVE
SECTION E -E RIO VERDE DRIVES 1='�4 t� COMPACTION
NOTE: TI =4.5 R =ya 4L N.T.S. l�•� `T,a't�D 11'x' �*furf-%Jmftp- Rclu,41 (Cw fmI) 0.60' COMPACTED
NATIVE TO MINIMUM
• 0 0' TYPE 'B' AC 12-71S 95% RELATIVE
DENSITY
• O= CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION I�Moft ".
jp#jljAN P.
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
FL
FL
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LANDSCAPE AREAS ARE TO 1 3a * c ->
BE DESIGNED AND GRADED
TO MINIMIZE EXCESS
LANDSCAPE DRAINAGE ACROSS o
THE SIDEWALK FOR THOSE
U) p= to
AREAS OVER 2 %. U m� ¢oFJ=
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LANDSCAPE AREAS ARE TO
BE DESIGNED AND GRADED
TO MINIMIZE EXCESS
LANDSCAPE DRAINAGE ACROSS z
THE SIDEWALK FOR THOSE
AREAS OVER 2 %. o
w
cr
R/W & PA
WALL
LANDSCAPE AREAS ARE TO
BE DESIGNED AND GRADED
TO MINIMIZE EXCESS
LANDSCAPE DRAINAGE ACROSS
THE SIDEWALK FOR THOSE
AREAS OVER 2 %.
R/W & P/L
WALL
LANDSCAPE AREAS ARE TO
BE DESIGNED AND GRADED
TO MINIMIZE EXCESS
LANDSCAPE DRAINAGE ACROSS
THE SIDEWALK FOR THOSE
AREAS OVER 2 %.
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CONCRETE (CONTINUED)
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF C
CONSTRUCTION.
12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE
2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN T
THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF T
THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF
ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE T
THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE O
OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND C
CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL
ALL UNDERGROUND UTILITIES AND PIPELINES. A
ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROPP -OFFS ON EACH
LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET A
ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM
RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER OF BAKERSFIELD. T
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT
PAPER, OR OTHER APPROVED BOND BREAKER MAY BE PLACED UNDER THE CONFORMS
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR T
TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
I
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 1
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT M
MAXIMUM THEORETICAL DENSITY AS DETERMINED BY THE ASTM D -2041. IN -PLACE
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER D
DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE I
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE 1
IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. P
PERCENT, OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY,
THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT
5. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS. B
BEING ATTAINED, AND THAT THE MATERIALS OR PROCEDURES FOR BOTH, IF NEEDED,
NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS U
UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT
AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. W
WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE
TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT
7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION C
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -3049 M
MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS.
8. DPSI INC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR 1
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE
USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN R
RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT
WRITING BY DPSI INC. C
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH
MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE
9. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE W
WORK SHALL BE AT THE DEVELOPERS EXPENSE
DEVELOPER S
UBDIVIDER
CONTRACTOR THE NUMBER
/ AND LOCATION OF
/ REQUIRED TESTS 1
SHALL BE DETERMINED BY THE CITY ENGINEER. S
16. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED
SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE OF EITHER: (1)
10. STAMP AN S IN CURB FACE OVER EACH SEWER LATERAL. A
ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND
11. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS R
REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD
WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
12. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH D
DEVELOPER'S EXPENSE.
HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE 1
SIGNS INSTALLED PER STD. T -2 SHALL BE LOCATED WITHIN SIDEWALK 6'• FROM BACK.
17. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY,
13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF T
TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRADING ARE
BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED A
AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR
WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION P
PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK P
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF
PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE U
UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE
POSTED PRIOR TO ISSUANCE OF THE PERMIT. R
REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
SECTION 42 -2.03, "CONSTRUCTION', OF THE STANDARD SPECIFICATIONS. A FOG SEAL
14. DETAIL IS BASED ON CITY OF BAKERSFIELD STANDARD DETAILS, 1989, EXCEPT FOR THE C
COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S
FOLLOWING PROPOSED DETAILS: E
EXPENSE. THE FOG SEAL COAST SHALL EITHER BE ASPHALT REJUVENATING AGENT OR
ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER.
ST -1 CURB AND GUTTER (06/99) ST -24 STREET LIGHT BASE PLATE (06/99)
ST -2 MEDIAN CURBS (06/99) ST -25 STREET LIGHT PULL BOX (06/99) 1
18. THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY
ST -26 POLE NUMBERING (06/99) T
TREATED FOR WEED CONTROL. THE CHEMICAL SHALL BE 6- DICHLOROBENZONITRILE,
ST -8 SIDEWALK (06/99) SW -4 TYPE "B° MANHOLE (06/99) A
AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
ST -10 CURB RAMPS (08/10) SW -6 FRAMES /COVERS FOR MANHOLES (06/99) R
RECOMMENDATIONS AND THESE SPECIAL PROVISIONS. THE RATE OF APPLICATION SHALL
ST -11 PAVEMENT PATCHES (06/99) D -14 CATCH BASIN TYPE 'A" (06/99) B
BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER ONE HUNDRED (100) SQUARE YARDS
ST -13 PAVEMENT SECTION (06/99) D -17 GUTTER DEPRESSIONS (06/99) O
OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED FOR WEED CONTROL.
ST -14 STREET SPECS (06/99) T -1 STANDARD STREET SIGN (07/97) A
ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE WITHIN TWO (2)
ST -15 STREET X- SECTION (04/04) T -2 MISCELLANEOUS SIGN (07/97) H
HOURS OF CHEMICAL APPLICATION WHEN THE AIR TEMPERATURE IS HIGHER THAN 50'F,
T -5 ARTERIAL /COLLECTOR INTERSECTION 12 06 A
ASPHALT CONCRETE SHALL BE PLACED ON TREATED SUBGRADE WITHIN TEN (10)
(
HOURS OF CHEMICAL APPLICATIONS. SHOULD A `
USED, A SUITABLE FUGITIVE DYE SHALL BE INCORPORATED IN THE MIXTURE SO THAT
ST -22 SURVEY MONUMENT (06/99) T -15 14' WIDE MEDIAN (07/97) T
THE COVERAGE AND SPREAD RATE MAY BE VERIFIED.
ST -23 STREET LIGHT (06/99) T -33 CONDUIT FOR FUTURE SIGNALS (07/97)
CALTRANS STD A88A 1
19. FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION
WILL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD
14. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA.). (CA.) I F
FOR PLACE ASPHALT CONCRETE (MISCELLANEOUS AREAS).
END C'.
GENERALNOTES-ASPHALT 2
20. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
CONCRETE A
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
STEARATE MAY BE SUBSTITUTED WITH PARAFFIN.
1. ASPHALT CONCRETE SHALL BE TYPE °A" (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR B
B. IN CASE OF DISPUTE, METHOD °B" SHALL BE USED.
STREETS AND TYPE B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE
PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE,' OF THE STANDARD SPECIFICATIONS 2
21. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE
CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK "..........,WHICH ALLOWS UP TO 50% OF
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR C
THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN
TYPE 'A' (MODIFIED) OR TYPE `B° (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO R
RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A
THE REQUIREMENTS OF SECTION 39 -2.02, AGGREGATE", OF THE STANDARD M
MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
SPECIFICATIONS FOR 34' MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE "A' (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 2
22. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS
VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT S
STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD:
BINDER FOR TYPE °B° (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY A
GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT G
A: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE
BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED
GRADING PLANE SHALL CONFORM TO THE FOLLOWING:
PAVING ASPHALTS', IN SECTION 92 -1.02, "GRADES ", OF THE STANDARD SPECIFICATIONS. W
WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE G
GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04
DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 F
FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF B
THE ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. T
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS
TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT V
VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE
THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL:
ENGINEER.
A. A LIST OF AGGREGATE AND ASPHALT SOURCES. G
GENERAL NOTES BASE MATERIAL
B
B DOCUMENTATION VERIFYING THAT THE AGGREGAT
0 BE INCORPORATED IN THE
WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, AGGREGATE, OF THE
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND
SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL
OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA
3 TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE
i SUBMITTED WITH THE MIX DESIGN, ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF
THE DESIGN MIXTURES AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE MIX
SHALL MEET WITH THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE ", OF THE
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED
n 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 DEVELOPER SHALL
S BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED
SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED
$ PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER
REQUIREMENTS OF SECTION 39 -4.01, ' SUBGRADE', OF THE STANDARD SPECIFICATIONS
f. 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
n EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
5
1 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY
THE ENGINEER.
s
r 10. INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE
Z
ENGINEER. ADDITIONAL � 0 AL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS
AND PRIVATE R
D IVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE
ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH,
j 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
n 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
z TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC
$ TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER
3 THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
z OPERATIONS RESUME.
J
i
T
1. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET EITHER THE
SPECIFICATION FOR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200 -2.4
OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC
WORKS CONSTRUCTION, THE GREENBOOK, OR CALTRANS STANDARD SPECIFICATION
FOR CLASS 2 AGGREGATE BASE (SECTION 26- 1.02A)
OR
MATERIAL THAT MEETS THAT CALTRANS STANDARD SPECIFICATION FOR CLASS 2
AGGREGATE BASE (SECTION 26 -1.02) WHICH ALLOWS EITHER 100% OF THE
VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO
BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN
CONCRETE BASE, CEMENT TREATED BASE OF COMBINATION OF THOSE MATERIALS.
AGGREGATE BASE SHALL BE FURNISHED AND PLACE IN ACCORDANCE WITH THE
CONTRACT PLANS, THE STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTIONS AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE
GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557.
2. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT
STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY
REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO
WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY IN ACCORDANCE WITH ASTM D -1557.
SPECIAL NOTES
1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN
AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
326 -3049.
NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A
SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN
OBTAINED.
INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
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.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL
PROVISIONS SECTION 86 -6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER.
ANY ITEMS IN PUBLIC RIGHT -OF -WAY THAT ARE DAMAGED OR DO NOT MEET
CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND /OR
UPGRADING AS PER CITY ENGINEER.
C OLD RIVER ROAD
ROAD WIDTH VARIES FROM 48' • -64'
I
LANDSCAPED
MEDIAN
1.0' MIN.
EXISTING PAVEMENT
2.59, MAX
=IN
FL R/W & P/L
VARIES I j- VARIES 10' - 14'
FROM 6' TO 7' I 1
8" CMU WALL
10' LANDSCAPE
EASEMENT
5.�
_r 2%
PER
PLAN
.LOT PAD
SAWCUT 1.0' MINIMUM TYPE M BE DESIGNED D GRADED
FROM FACE OF CURB TYP. VARIES 0' -14' TO MINIMIZE EXCESS
TYPES CURB, LANDSCAPE DRAINAGE ACROSS
SEE DETAIL F. THE SIDEWALK FOR THOSE
AREAS OVER 2 %.
SECTION A -A OLD RIVER ROAD
SEE SHEET 3 N.T.S.
NOTE: TI =9.0 R =13
• 0.45' TYPE 'A' AC
• 1.55' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.50' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
I�
0
0 � STRIPED MEDIAN,
6' 12' VARIES
o WIDTH VARIES, SEE
Jo SHEET 11
1.5% MIN c� =1_
2.5% MAX (E) I I - EX STING PAk EMEE- `T
MATCH EXISTING �� \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \� \ \ \O
\\ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
SLOPE \ \ \\\\\\ \ \ \ \ \ \ \ \ \\\\\\\\ \ \ \ \\ ~ �s
VARIES SAWCUT 1.0' M I N I M U M AND ` c
MATCH EXISTING PAVEMENT w EXIST NG
AS DIRECTED BY CITY IMPROVEMENTS
ENGINEER.
SECTION B -B OLD RIVER ROAD
NOTE: TI =9.0 R =13, N.T.S.
SEE SHEET 3
• 0.45' TYPE 'A' AC
• 1.55' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
R/W & P/L
y'
gzf%o
R/W & P/L
.,� TYPICAL FOR
SIDE YARD
FL
.r�. ................ 10' 10'
EP
TR 6359 -1 TR 7267
10' 10' 2' 8'
PAD
2.5% MAX
1.5% MIN
SAWCUT 1.0' MINIMUM AND MATCH SEE DETAIL F TYP.
EXISTING PAVEMENT AS DIRECTED BY
CITY ENGINEER.
SECTION C -C ROSE CREEK WAY
NOTE: TI =4.5 R= TS. N.T.S.
• Ao %..'
�
• 0, PE 'B' AC
e•4e� • LASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
TYPICAL FOR R/W & P/L
FRONT YARD 60' -
FL
20' 10'
a- 8' 40'
PAD I 2 20'
4.5'
2% MIN. 0 63'
R/W & P/L
F
10' -
2' 8'
20'
2:1 MAX. 2% 2.5% MAX 2.5% MAX
1.5% MIN 1.57. MIN
_y
1.5% MAX.
TYPICAL FOR
FRONT YARD
20'
PAD
SECTION D- D 60' R/W SEE DETAIL F TYP,
NOTE: TI =44R W U _ N.T.S.
• 2 TYPE 'B' AC
a r+
• CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
1.5% MAX.
0.63' FL 4.5' 2'
2%
MAX 2% 2% MIN/ 5:1 MAX AT
LANDSCAPE EASEMENT
4.5' SIDEWALK PER ST -8.
0.4' BELOW TYPE "B" CURB AND GUTTER
GUTTER FL
ROUGH GRADE
TYPE "B" CURB AND GUTTER TYPICAL
FL
SEE APPROVED 5' 15' 49.06'
LANDSCAPE PLANS
FOR TREATMENT
21 3.4%
EXISTING
PAVEMENT=�,y •-:.:� •-�:�- 3�•,�.,•••.;;.;..,. -. �:Y� ��- •. „. <.
TYPE "M" TYPE B CURB,
SEE DETAIL F.
SECTION G -G OLD RIVER ROAD
SEE SHEET 3 • 0.45' TYPE 'A' AC 1 " =10'
NOTE: TI =9.0 R =13
• 1.55' CLASS II BASE
COMPACTED TO
MINIMUM 95%
RELATIVE
COMPACTION
It 0.60' COMPACTED
NATIVE TO MINIMUM
95% RELATIVE
DENSITY
FL
SEE APPROVED 13.51' 43.97'
LANDSCAPE PLANS
FOR TREATMENT
2 %t j 2%
EXISTING J
PAVEMENT TYPE B CURB,
TYPE "M" SEE DETAIL F.
SECTION H -H OLD RIVER ROAD
EXISTING
PAVEMENT -
2 %t
TYPE "M
4 A n'
SEE SHEET 3 a 0.45' TYPE 'A' AC
NOTE: TI =9.0 R =13
• 1.55' CLASS II BASE
COMPACTED TO
MINIMUM 95%
RELATIVE
COMPACTION
• 0.60' COMPACTED
NATIVE TO MINIMUM
95% RELATIVE
DENSITY
54.0'
SECTION J -J OLD RIVER ROAD
SEE SHEET 3 • 0.45' TYPE 'A' AC 1 " =10'
NOTE: TI =9.0 R =13
• 1.55' CLASS 11 BASE
COMPACTED TO
MINIMUM 95%
RELATIVE
COMPACTION
• 0.60' COMPACTED
NATIVE TO MINIMUM
95% RELATIVE
DENSITY
1 " =10'
R/W & P/L TR 7243 EP TR 7267 RVIW & FOR
J`, __._ _. _ ............... ....._________.________________ __________�_._ � � f,,0% 14.0' 54.0'
FL
TYPICAL FOR
SIDE YARD PAVEMENT
SEE APPROVED
_.....
EXISTIN G
T
LANDSCAPE PLAN
FOR TREATMENT
rq
'.�::
...,.
'•. ter:;.:. ,:+;.. _av<•. �a.M ';.. -
:_.
PAD ... ....�...... .•�- � r., °��.t•�.•::..:..KYr<
I ,TYPE B CURB,
4.5 0.63' I ' \s SEE DETAIL F.
z, _ "„ TYPE "M" SECTION K -K OLD RIVER ROAD
2% MIN. _ � :;
2:1 MAX. a ,;v _. ?,.
SEE SHEET 3
0.45' TYPE 'A' AC
1 " =10'
._._.... NOTE: TI -9.0 R -13
SEE DETAIL F TYP. .:. ;..:::::_:,;. ..:...:..:: .....�......t�_:_:.:_.:.......
2' FUTURE 1.55' CLASS II BASE
IMPROVEMENTS COMPACTED TO
MINIMUM 95%
RELATIVE
SECTION E -E RIO VERDE DRIVES 1='�4 t� COMPACTION
NOTE: TI =4.5 R =ya 4L N.T.S. l�•� `T,a't�D 11'x' �*furf-%Jmftp- Rclu,41 (Cw fmI) 0.60' COMPACTED
NATIVE TO MINIMUM
• 0 0' TYPE 'B' AC 12-71S 95% RELATIVE
DENSITY
• O= CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION I�Moft ".
jp#jljAN P.
• 0.60' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
FL
FL
w
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LANDSCAPE AREAS ARE TO 1 3a * c ->
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w
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R/W & PA
WALL
LANDSCAPE AREAS ARE TO
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LANDSCAPE DRAINAGE ACROSS
THE SIDEWALK FOR THOSE
AREAS OVER 2 %.
R/W & P/L
WALL
LANDSCAPE AREAS ARE TO
BE DESIGNED AND GRADED
TO MINIMIZE EXCESS
LANDSCAPE DRAINAGE ACROSS
THE SIDEWALK FOR THOSE
AREAS OVER 2 %.
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R/W & P/L
WALL
LANDSCAPE AREAS ARE TO
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AREAS OVER 2 %.
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V L U RIVER ROAD
STA. 16 +60.09
_
Z
z
GRIND EP MIN. 2' WIDE, MIN. of
v~i
CL OLD RIVER ROAD
Ln
`�
Q
2" DEEP OR AS DIRECTED BY +
TI = 9.0
TRACT 6359 -1 BOUNDARY
r-
``'
0
°'
a
CITY INSPECTOR �D
160'36' 10"
C43
16.93
�
009'29'00"
z
jl
J
STA. 16 +70.08 CL OLD RIVER RD
a
.
w
L
®°
(E) STORM DRAIN MANHOLE
o
STA. 10 +00.00 CL ROSE CREEK WY
u~i
°°
U)
380
m
LOW
>
380
J�
w
w
N
CD
�-j
-
- - _
w
�
a
LOW POINT ELEV - 343.18
PVI ELEV 10 `
¢
- STA. 18 +61.45
EDGE OF 6'
: :
EDGE OF 6'
w
a
V)
rn START OF 12'
SHOULDER
SHOULDER
GE
w
NN LANE TAPER
+63.05
PVI ELEV 34 ..:.
3.11
50.00 VC
I OF) AC
,. _.
_ ....__
M
9
A
I �
TRACT 6359 -1
__
w
H
� p
CONSTRUCTION NOTES
CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
�8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
9O PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
15 SAWCUT TO NEAT LINE
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
n �n U cn 4 1 21 + I t
�� 400 \ 4 -
n \o Li L0 o \ NEW RAISED MEDIAN
z
5 N
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d UJ �t U7
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OLD RIVER ROAD MEDIAN DETAIL
J
r SCALE: 1 " = 20' HORZ.
n�
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LINE TABLE
V L U RIVER ROAD
Len th
9
_
Z
REMOVE (E) PAVING
r n
N 1' 35 03.17 E
L4
219.92
r n
NO' 33 57.04 E
�1
404.71
SO' 33' 57.04"W
TI = 9.0
362.66
NO' 33' 57.04 "E
......... :...... :... _..... ..
(E) PAVING
N 19' 57' 51.56 "E
2.50
160'36' 10"
C43
16.93
NEW ASPHALT PAVING
009'29'00"
U
�
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m
Q
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w
w
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�
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40' 0' 40' 80'
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380
>
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>
380
w
w
°
NEW STORM DRAIN MANHOLE
- ,- _ - -•--
POINT STA = 10 +82.27
-
- - _
w
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LOW POINT ELEV - 343.18
PVI ELEV 10 `
: :
m
w
a
SEWER MANHOLE
+63.05
PVI ELEV 34 ..:.
3.11
50.00 VC
_
,. _.
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--
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(E) MONUMENT
350
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Direction
L2
280.10
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L4
219.92
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L29
404.71
SO' 33' 57.04"W
L30
362.66
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L34
10.24
N 19' 57' 51.56 "E
20' 0' 20' 40'
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CURVE TABLE
Curve #
Len th
9
Radius
Delta
C2
47.20
30.00
090'08 30
C34
33.86
102.30
018'57 50
C38
21.99
7.00
180'00 00
C41
7.00
2.50
160'36' 10"
C43
16.93
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SEE SHEET 6
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SEE SHEET 9
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CARSON RIVER ROAD
SCALE: 1 " = 10' VERT.
164
380
370
360
350
340
330
370
360
350
340
330
325
•00
CONSTRUCTION NOTES
U CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
OINSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
OINSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
O9 PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
15 SAWCUT TO NEAT LINE
1 g TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
. .................
(E) PAVING
111"NEEMEN",
NEW ASPHALT PAVING
Delta
(E) STORM DRAIN MANHOLE
31.42
NEW STORM DRAIN MANHOLE
90'00'00"
(E) SEWER MANHOLE
0'
NEW SEWER MANHOLE
22'25'40"
(E) TRAFFIC SIGNAL
197.70
NEW TRAFFIC SIGNAL
O
(E) STREET LIGHT
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NEW STREET LIGHT
22'25'40"
(E) SIGN
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NEW SIGN
+
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31.42
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NEW MONUMENT
31.42
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CX
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b
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D
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D
NEW STORM DRAIN
S
(E) SANITARY SEWER
S
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W LU
CUT /FILL SLOPE (SEE GRADING PLAN)
- -
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cc
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TYPICAL DRIVEWAY LAYOUT
CURVE TABLE
Curve #
Length
Radius
Delta
C1
31.42
20.00
90'00'00"
C3
13.70
35.00
22'25'40"
C4
197.70
84.00
134'51'10"
C5
13.70
35.00
22'25'40"
C6
54.98
35.00
90'00'00"
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31.42
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31.42
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330
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CARSON RIVER ROAD
CITRUS CREEK DRIVE
TI = 4.5
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SEE SHEET 8
CACHE CREEK LANE
E 40' 0' 40' 80'
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... ... ... ... ...
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1 U +UU
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11 +0U
11+50
12 +00
12 +50
13 +00
13 +50
14 +00
14 +50
15 +00
CITRUS CREEK DRIVE
SCALE: 1 " = 10' VERT.
1 " = 40' HORZ.
15 +50
16 +00
16 +50
17 +00
17 +50
18 +00
18 +50
19 +00
360
350
ME
CONSTRUCTION NOTES
O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
5O INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
OPROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
15 SAWCUT TO NEAT LINE
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
REMOVE (E) PAVING
330 I g
w a
z
w
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r3l
° o °
360
a
BACK OF WALK v i a (n L
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AS, 0.5' I I 0.5' -
5' j2% TYP. 4.5' 4.5' 1 �2% TYP.
350 }
22' 22'
4' -6' OR 20'
OR GREATER
340
330
19 +50
FL PER PLAN
TYPICAL DRIVEWAY LAYOUT
N.T.S.
CURVE TABLE
(E) PAVING
�\ \ \\
NEW ASPHALT PAVING
Delta
(E) STORM DRAIN MANHOLE
Q°
NEW STORM DRAIN MANHOLE
090'00'00"
(E) SEWER MANHOLE
29.94
NEW SEWER MANHOLE
085'47'00"
(E) TRAFFIC SIGNAL
35.33
NEW TRAFFIC SIGNAL
004'13'00"
(E) STREET LIGHT
~'
NEW STREET LIGHT
090'00'00"
(E) SIGN
31.42
NEW SIGN
090'00'00"
NEW STREET SIGN
2
W
(E) MONUMENT
OO
NEW MONUMENT
>w
NEW WALL
CX
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
U
(E) STREET SIGN
D
(E) STORM DRAIN
D
NEW STORM DRAIN
5
(E) SANITARY SEWER
S
NEW SANITARY SEWER
CUT /FILL SLOPE (SEE GRADING PLAN)
�
TRACT BOUNDARY
PROPERTY LINE
—
LANDSCAPE EASEMENT
- - - - --
TRAFFIC SIGNAL INTERCONNECT CONDUIT
330 I g
w a
z
w
IL
r3l w o
CL
r3l
° o °
360
a
BACK OF WALK v i a (n L
R/W 13.5' 13.5'
AS, 0.5' I I 0.5' -
5' j2% TYP. 4.5' 4.5' 1 �2% TYP.
350 }
22' 22'
4' -6' OR 20'
OR GREATER
340
330
19 +50
FL PER PLAN
TYPICAL DRIVEWAY LAYOUT
N.T.S.
CURVE TABLE
Curve #
Length
Radius
Delta
C10
31.42
20.00
090'00'00"
C17
29.94
20.00
085'47'00"
C19
35.33
480.00
004'13'00"
C15
31.42
20.00
090'00'00"
C16
31.42
20.00
090'00'00"
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330
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350
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330
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CARSON RIVER ROAD
ALMOND CREEK DRIVE
TI = 4.5
370
360
350
61, no
330
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150
40
30
IZ+ou 13 +00 13 +50 14 +00 14 +50 15 +00— 15 +50 16 +00 16 +50
ALMOND CREEK DRIVE
SCALE: 1" = 10' VERT.
1" = 40' HORZ.
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40' 0' 40' 80'
HORZ SCALE:1 " =40'
W
F-
CONSTRUCTION NOTES °
Ol CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVDfAY DETAIL.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL 13.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
9 PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
15 SAWCUT TO NEAT LINE
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICA "i ED.
LEGEND:
':� .�`,kN'1
REMOVE (E) PAVING
ONE.
(E) PAVING
Delta
C3
\� \\\
NEW ASPHALT PAVING
022'25'40"
(E) STORM DRAIN MANHOLE
O°
84.00
134'51'10"
NEW STORM DRAIN MANHOLE
13.70
(E) SEWER MANHOLE
022'25'40"
NEW SEWER MANHOLE
54.98
(E) TRAFFIC SIGNAL
090'00'00"
NEW TRAFFIC SIGNAL
O
(E) STREET LIGHT
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NEW STREET LIGHT
(E) SIGN
w
NEW SIGN
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NEW STREET SIGN
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(E) MONUMENT
0
NEW MONUMENT
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>
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
(E) STREET SIGN
D
(E) STORM DRAIN
D
NEW STORM DRAIN
S
(E) SANITARY SEWER
S
NEW SANITARY SEWER
-,� - -
CUT /FILL SLOPE (SEE GRADING PLAN)
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Iz
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13.5'
Rs. 0.5'
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5' 12% TYP.
4.5' 4.5' j2% TYP.
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—f 22�
22' -
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4' -6' OR 20'
OR GREATER
TYPICAL DRIVEWAY LAYOUIr
CURVE TABLE
Curve #
Length
Radius
Delta
C3
13.70
35.00
022'25'40"
C4
197.70
84.00
134'51'10"
C5
13.70
35.00
022'25'40"
C6
54.98
35.00 1
090'00'00"
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1 '
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31.42
60'
Uj
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370
360
350
340
330
380
370
350
340
330
37
21
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OIL-%
TYP.
71
72
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REMOVE (E) PAVING
1 '
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NEW ASPHALT PAVING
31.42
60'
Uj
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31.42
(E) SEWER MANHOLE
0
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WIDE SEWER
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OIL-%
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71
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REMOVE (E) PAVING
1 '
;
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NEW ASPHALT PAVING
31.42
60'
Uj
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NEW STORM DRAIN MANHOLE
31.42
(E) SEWER MANHOLE
0
NEW SEWER MANHOLE
WIDE SEWER
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ALMOND CREEK DRIVE
TI = 4.5
W
N
E
40' 0' 40' 80'
HORZ SCALE:1 " =40'
370
360
350
340
330
380
370
360
350
340
330
......
325 _ _ .: - - -- _ _ . m _.
16 +50 -- ����� -- - 325
17 +00
17 +50
18 +00
18 +50
19 +00
19 +50
ALMOND CREEK DRIVE
SCALE: 1" = 10' VERT.
1" = 40' HORZ.
20 +00
20 +50
21+00
21+50 21+75
CONSTRUCTION NOTES
O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL. A88A, DETAIL B.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
9 PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
G
15 SAWCUT TO NEAT LINE
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
REMOVE (E) PAVING
U
;
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NEW ASPHALT PAVING
31.42
60'
O°
NEW STORM DRAIN MANHOLE
31.42
(E) SEWER MANHOLE
090'00'00"
NEW SEWER MANHOLE
WIDE SEWER
(E) TRAFFIC SIGNAL
090'00'00"
NEW TRAFFIC SIGNAL
a
(E) STREET LIGHT
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EASEMENT
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PER DOC
(E) MONUMENT
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0207084777
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ALMOND CREEK DRIVE
TI = 4.5
W
N
E
40' 0' 40' 80'
HORZ SCALE:1 " =40'
370
360
350
340
330
380
370
360
350
340
330
......
325 _ _ .: - - -- _ _ . m _.
16 +50 -- ����� -- - 325
17 +00
17 +50
18 +00
18 +50
19 +00
19 +50
ALMOND CREEK DRIVE
SCALE: 1" = 10' VERT.
1" = 40' HORZ.
20 +00
20 +50
21+00
21+50 21+75
CONSTRUCTION NOTES
O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL. A88A, DETAIL B.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
9 PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
G
15 SAWCUT TO NEAT LINE
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
W d
Z
�W
a-
o�
oL °I
Q
BACK OF WALK v' a V) v
R/W — 13.5' 13.5'
As, 0.5' I 0.5'
5 ? t 27 TYP. 4.5' 4.5' 2% TYP
5'
I-- 22' 22'
FL PER PLAN
4' -6' OR 20'
OR GREATER
TYPICAL DRIVEWAY LAYOUT
CURVE TABLE
REMOVE (E) PAVING
Length
E PAVING
\\ \'
NEW ASPHALT PAVING
31.42
(E) STORM DRAIN MANHOLE
O°
NEW STORM DRAIN MANHOLE
31.42
(E) SEWER MANHOLE
090'00'00"
NEW SEWER MANHOLE
31.42
(E) TRAFFIC SIGNAL
090'00'00"
NEW TRAFFIC SIGNAL
a
(E) STREET LIGHT
`--
NEW STREET LIGHT
O
(E) SIGN
NEW SIGN
+
NEW STREET SIGN
9
(E) MONUMENT
0
NEW MONUMENT
NEW WALL
ER * bi
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
+
(E) STREET SIGN
D
(E) STORM DRAIN
D
NEW STORM DRAIN
S
(E) SANITARY SEWER
S
NEW SANITARY SEWER
Q
w rn3o� >z
CUT /FILL SLOPE (SEE GRADING PLAN)
- -
TRACT BOUNDARY
>
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PROPERTY LINE
—
LANDSCAPE EASEMENT
- - - - --
TRAFFIC SIGNAL INTERCONNECT CONDUIT
W d
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a-
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BACK OF WALK v' a V) v
R/W — 13.5' 13.5'
As, 0.5' I 0.5'
5 ? t 27 TYP. 4.5' 4.5' 2% TYP
5'
I-- 22' 22'
FL PER PLAN
4' -6' OR 20'
OR GREATER
TYPICAL DRIVEWAY LAYOUT
CURVE TABLE
Curve #
Length
Radius
Delta
C7
31.42
20.00
090'00'00"
C8
31.42
20.00
090'00'00"
C9
31.42
20.00
090'00'00"
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SEE SHEET 7
ALMOND CREEK DRIVE
22
23
STA = 10 +00.00
CACHE CREEK LANE j
STA = 18 +90.73
ALMOND CREEK DRIVE
24
25
0
0
0
V)
0
0
U
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w
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9
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SEE SHEET 5
CITRUS CREEK DRIVE
�c"I0 (✓q.,)'9 40 R /W�
w
Z o N FL STA =13 +1 1.42 ECR
�-O_
I� + 0 FL STA =13+ 1 1.92
Q °�° ° o
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(n N N . _ I ......... . _... .
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FL 20.00 L
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ti
0
SEE SHEET 7
ALMOND CREEK DRIVE
370
360
350
340
370
360
350
340
330
320
9 +ice Iv-rw
c
72
N00'42'25 "E
IWOOD FENCL
65
' r TRACT 6359 -1
RAW BOUNDARY
FL STA =13 +27.14 BCR
�I
(E) WOOD FENCE
a
STA 13 +20.00 (PROTECT IN PLACE)
CACHE CREEK LANE (E) BLOWOFF
2 STA = 18 +90.73 (PROTECT !N PLACE)
CITRUS CREEK DRIVE STA =14 +78.91
MATCH EXISTING
STA =13 +57.08 ECR
Fi gn nn i �_ FL 20.00 L
123.56' \ 1
+80
v � o
V V y
V V V
REMOVE (E) PAVING
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(E) SEWER MANHOLE
0
NEW SEWER MANHOLE
90'00'00"
0 r
m
00 cO
z
(
0 STA = 13 +56.80 346
60' WIDE SEWER EASEMENT
(E) STREET LIGHT
0
+
N CACHE CREEK LANE
PER DOC 0207084777
36.80
0 0
n z +
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❑°
(E) MONUMENT
O N
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Q
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71
70
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CACHE CREEK LANE
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66
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STA = 14 +80.36
CACHE CREEK LANE t
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STA= 14+81.44 - - -
MATCH EXISTING
FL 20.00 R
I utou 1 1 +UU 11+50 12 +00 12 +50 13 +00
CACHE CREEK LANE
SCALE: 1 " = 10' VERT.
1 " = 40' HORZ.
13 +50 14 +00 14 +50
370
360
350
340
370
360
350
340
330
320
15 +00 15 +25
m
40' 0' 40' 80'
HORZ SCALE:1 " =40'
CONSTRUCTION NOTES
O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
2O INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
O3 INSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
5O INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
9 PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
G
15 SAWCUT TO NEAT LINE
0
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
22' 22' -
FL PER PLAN
4' -6' OR 20'
OR GREATER
TYPICAL DRIVEWAY LAYOUT
N.T.S.
CURVE TABLE
Curve #
Length
REMOVE (E) PAVING
Delta
(E) PAVING
\\\ \ \\\\\
NEW ASPHALT PAVING
90'00'00"
(E) STORM DRAIN MANHOLE
O°
NEW STORM DRAIN MANHOLE
u
(E) SEWER MANHOLE
31.42
NEW SEWER MANHOLE
90'00'00"
(E) TRAFFIC SIGNAL
29.94
NEW TRAFFIC SIGNAL
85'47'00"
(E) STREET LIGHT
C>'
NEW STREET LIGHT
4' 13'00"
(E) SIGN
36.80
NEW SIGN
+
NEW STREET SIGN
❑°
(E) MONUMENT
=ate
NEW MONUMENT
NEW WALL
ZF-
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
+
(E) STREET SIGN
10
(E) STORM DRAIN
D
NEW STORM DRAIN
S
(E) SANITARY SEWER
S
NEW SANITARY SEWER
U)
CUT /FILL SLOPE (SEE GRADING PLAN)
- -
TRACT BOUNDARY
PROPERTY LINE
- -
LANDSCAPE EASEMENT
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TRAFFIC SIGNAL INTERCONNECT CONDUIT
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12% TYP.
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5'
22' 22' -
FL PER PLAN
4' -6' OR 20'
OR GREATER
TYPICAL DRIVEWAY LAYOUT
N.T.S.
CURVE TABLE
Curve #
Length
Radius
Delta
C7
31.42
20.00
90'00'00"
C8
31.42
20.00
90'00'00"
C10
31.42
20.00
90'00'00"
C17
29.94
20.00
85'47'00"
C19
35.33
480.00
4' 13'00"
C20
36.80
500.00
4'113'00"
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HORZ SCALE:1 " =40'
380
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380
370
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350
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335
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ROSE CREEK ROAD
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380
370
360
350
340
5
12 +50
CONSTRUCTION NOTES
0 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH PER BAKERSFIELD
STD. ST -4. LOCATION & WIDTH PER TYPICAL DRIVEWAY DETAIL.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T -1.
OINSTALL TRAFFIC SIGNALS PER TRAFFIC SIGNAL PLAN.
OCONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1
W/ 4.5' WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
O6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
O9 PROTECT IN PLACE.
10 PAVING TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 ADJUST TO GRADE.
13 CONSTRUCT WALL PER WALL PLANS
14 CONSTRUCT CROSS GUTTER PER BAKERSFIELD STD. ST -7
15 SAWCUT TO NEAT LINE
16 TRAFFIC SIGNAL INTERCONNECT PER BAKERSFIELD STD. T -34
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
LEGEND:
REMOVE (E) PAVING
(E) PAVING
NEW ASPHALT PAVING
(E) STORM DRAIN MANHOLE
O° NEW STORM DRAIN MANHOLE
(E) SEWER MANHOLE
NEW SEWER MANHOLE
E (E) TRAFFIC SIGNAL
NEW TRAFFIC SIGNAL
° (E) STREET LIGHT
o- -' NEW STREET LIGHT
JL (E) SIGN
NEW SIGN
+ NEW STREET SIGN
(E) MONUMENT
NEW MONUMENT
NEW WALL
`b (E) FIRE HYDRANT
b (E) BLOWOFF VALVE
+ (E) STREET SIGN
D (E) STORM DRAIN
D NEW STORM DRAIN
S (E) SANITARY SEWER
5 NEW SANITARY SEWER
CUT /FILL SLOPE (SEE GRADING PLAN)
TRACT BOUNDARY
PROPERTY LINE
LANDSCAPE EASEMENT
- - - - -- TRAFFIC SIGNAL INTERCONNECT CONDUIT
LINE TABLE
Line #
g
Direction
L4
w
Z
EL
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6.83
J
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S89' 17' 39 "E
C9
31.42
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5.00
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13.5'
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5
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4.5'
W
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LINE TABLE
Line #
Length
Direction
L4
219.92
NO' 33' 57 "E
L13
6.83
SO' 39' 31"W
L14
25.96
S89' 17' 39 "E
0�
22' 22'
FL PER PLAN
4' -6' OR 20'
OR GREATER
TYPICAL DRIVEWAY LAYOUT
N.T.S.
CURVE TABLE
Curve #
Length
Radius
Delta
C1
31.42
20.00
090'00'00"
C2
47.20
30.00
090'08'30"
C9
31.42
20.00
090'00'00"
C27
29.81
45.00
037'57'00"
C28
4.44
2.00
127'17'40"
C30
7.85
5.00
089'57' 10"
C32
6.30
2.00
180'33'10"
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