HomeMy WebLinkAbout1.1-7267 RevI
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NO 67602
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ABBREVIATIONS
AC
ASPHALT
GRD
GROUND
BLDG
BUILDING
GUY
GUY WIRE
BLKW
BLOCK WALL
HB
HOSE BIB
BW
BACK OF WALK
INV
INVERT ELEVATION
CATV
CABLE TELEVISION BOX
JP
JOINT POLE
CB
CATCH BASIN
NG
NATURAL GRADE
CF
CURB FACE
OH
OVERHANG (EAVES)
CL
CENTERLINE
PL
PIPELINE
CLF
CHAIN LINK FENCE
PB
PULL BOX
CMP
CORRUGATED METAL PIPE
PP
POWER POLE
CO
CLEAN OUT (SEWER)
PVC
PLASTIC PIPE
CONC
CONCRETE
RCP
REINFORCED CONCRETE
DL
DAYLIGHT
RR
PIPE RAILROAD
DI
DROP INLET
R/W
RIGHT OF WAY
DIA
DIAMETER
SS
SANITARY SEWER
DRV
DRIVEWAY
SL
STREET LIGHT
ELEC
ELECTRIC
SW
SIDEWALK
EDR
EDGE DIRT ROAD
SDMH
STORM DRAIN MANHOLE
EP
EDGE OF PAVEMENT
SSMH
SANITARY SEWER MANHOLE
ETN/
EDGE TRAVELED WAY
TC
TOP OF CURB
EUC
EUCALYPTUS
TELE
TELEPHONE
FNC
FENCE
TOE
TOE OF SLOPE
FF
FINISH FLOOR
TOG
TOP OF GRATE
FG
FINISH GRADE
TOP
TOP OF SLOPE
FH
FIRE HYDRANT
TOW
TOP OF WALL
FL
FLOW LINE
TYP
TYPICAL
FS
FINISH SURFACE
VLT
VAULT
GB
GRADE BREAK
WM
WATER METER
GM
GAS METER
WV
WATER VALVE
OHE
OVERHEAD ELECTRICAL
NOTE:
ABBREVIATIONS SHOWN ABOVE MAY OR
MAY NOT BE EVIDENT ON MAP.
QUANTITIES
"6" CURB AND GUTTER" Q
i2,�SS �4"'--
LF
SIDEWALK (4" THICK)
48,157
SF
DRIVEWAYS APPROACHES (6" THICK)
14,085
SF
CROSS GUTTTER (6' WIDE)
2,210
SF
WILD MUSTANG DRIVE
6
ARROWHEAD TRAIL COURT
ACCESSIBLE RAMPS
C�:
EA
CMU SCREEN/SOUND WALL (6'/7')
1,408
LF
10
DROVERS RUN (EAST)
11
BERKSHIRE ROAD AC PAVEMENT
119(r9t3-
TONS
BERKSHIRE ROAD CL -II AG. BASE
1;
CY
LOCAL STREETS AC PAVEMENT
9
TONS
LOCAL STREETS CL -II AG. BASE
5,254
CY
GRIND
0
LF
SAW CUT
LF
CONCRETE MONUMENTS
-O
EA
MONUMENTS ENCASEMENT
31
EA
STREET NAME SIGNS
19
EA
TRAFFIC CONTROL SIGNS
2
EA
STRIPING
i.a34 .,9-
LF
MISC STRIPING
14a 438-
SF
BARRICADES
2
EA
STREET LIGHTS
16
EA
CONDUIT
793
LF
TRAFFIC INTERCONNECT
1,004
LF
STREET LENGTHS
ROAD CONSTRUCTION ITEMS QUANTITY UNIT
BERKSHIRE RD. (COLLECTOR) 1,231 LF
LOCAL STREETS 4,832 LF
ENGINEERS CERTIFICATE
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. ANY ERRORS,
OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
SUBMITTED TO THE CITY ENGINEER.
L. ALBERTO LOPEZ
R.C.E. #67602
1WEL
on
CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA
STREET IMPROVEMENT PLANS
v
L27 J
C
z
--L--SLEEPY HOLLOW
T_
F r�rl TF -u
25
TRACT 7267
15
30' WIDE SEWER FUTURE TRACT \
—y. EASEMENT PER DOC /m - ----1
Y •--, 0207084777
,. S.D. CA
-SHEET 3
S.D. CATCH BASIN
ROAD i~_ ■ — —--..,.�u�e6 ROAD --
An
KEY MAP
SCALE: 1"=200'
PHASES TO BE BUILT IN ORDER .
SHEET INDEX
SHEET
NUMBER
SHEET TITLE
1
TITLE SHEET
2 P, -'-*N
NOTE SHEET
3R
BERKSHIRE (WEST)
4 iZ
BERKSHIRE (EAST)
5Z
WILD MUSTANG DRIVE
6
ARROWHEAD TRAIL COURT
7 R
WHISKEY CREEK DR
8
BUCKING BRONCO COURT - RIO VERDE DRIVE
9
DROVERS RUN (WEST)
10
DROVERS RUN (EAST)
11
TUCKER CREEK RD - THUNDER MOUNTAIN LN
12
SNOWY RIVER DRIVE
13
ALMOND CREEK DR
a.STRIPING
PLAN
i61,1(Z
ULTIMATE STRIPING PLAN
100' WIDE
PG&E EASEMENT
N
W
0
LEGEND:
SURFACE FLOW DIRECTION
200' 0' 200' 400'
SCALE: 1"=200'
oQROFESSJpN
0ERTO ! ��< c`
m
C 067602 m
J'19T CIVIL
CA if
A,PPIpVM. L. A01EI o WPM
R.C.E. #67601
-Dj P'ra . t
APMOVED: DyNItL P001«0
R.C.t 46,7008 (EXP. WWI $)
REVIEWED: UNDERGROUND UTILITY STATEMENT
RYAN STARBUCK - TRAFFIC ENGINEER DATE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE
TR #2327 OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN
t AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
i REVIEWED:-��--_ ���' �(4 ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR
DATA.
THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING
R.C.E #33710 811.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
APPROVED: iL -7 1 zi k WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-00,14-DWQ AND ,ORDER 2012-9006.- DWQ) MUST BE FILED WITH iSTATE WATER;.RESOURCES;,CONTROL .BOARD
IT
NICOLAS FIDLER-PUBLIC WORKS b1F2ECTOR DATE IN SACRAMEN'TO BI=F`ORE THE BEGINNING' -OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERM"
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED
R.C.E. #61069 EXP. 12/31/16 OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROJECT.
DPT 4r
AAT=
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
W
H
Q
N
O
co
Lu
U
N
W
E
LEGEND:
SURFACE FLOW DIRECTION
200' 0' 200' 400'
SCALE: 1"=200'
oQROFESSJpN
0ERTO ! ��< c`
m
C 067602 m
J'19T CIVIL
CA if
A,PPIpVM. L. A01EI o WPM
R.C.E. #67601
-Dj P'ra . t
APMOVED: DyNItL P001«0
R.C.t 46,7008 (EXP. WWI $)
REVIEWED: UNDERGROUND UTILITY STATEMENT
RYAN STARBUCK - TRAFFIC ENGINEER DATE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE
TR #2327 OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN
t AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
i REVIEWED:-��--_ ���' �(4 ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR
DATA.
THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING
R.C.E #33710 811.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
APPROVED: iL -7 1 zi k WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-00,14-DWQ AND ,ORDER 2012-9006.- DWQ) MUST BE FILED WITH iSTATE WATER;.RESOURCES;,CONTROL .BOARD
IT
NICOLAS FIDLER-PUBLIC WORKS b1F2ECTOR DATE IN SACRAMEN'TO BI=F`ORE THE BEGINNING' -OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERM"
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED
R.C.E. #61069 EXP. 12/31/16 OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROJECT.
DPT 4r
AAT=
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
W
H
Q
N
O
co
Lu
U
ELECTRIC
PG & E
WHITE LANE
PH: (877)743-7782
wW
N
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PH: (661)323-4892
OLu
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PH: (661)326-3000
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TW TELECOM
SEWER/STORM DRAIN
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CITY OF BAKERSFIELD
U.)
PUBLIC WORKS
DISTRICT BLVD
PH: (661)326-3724
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PROJECT
LOCATION
oQ
McKEE ROAD
91
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HIGHWAY
1 TAFT
LEGEND:
SURFACE FLOW DIRECTION
200' 0' 200' 400'
SCALE: 1"=200'
oQROFESSJpN
0ERTO ! ��< c`
m
C 067602 m
J'19T CIVIL
CA if
A,PPIpVM. L. A01EI o WPM
R.C.E. #67601
-Dj P'ra . t
APMOVED: DyNItL P001«0
R.C.t 46,7008 (EXP. WWI $)
REVIEWED: UNDERGROUND UTILITY STATEMENT
RYAN STARBUCK - TRAFFIC ENGINEER DATE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE
TR #2327 OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN
t AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
i REVIEWED:-��--_ ���' �(4 ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR
DATA.
THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING
R.C.E #33710 811.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
APPROVED: iL -7 1 zi k WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-00,14-DWQ AND ,ORDER 2012-9006.- DWQ) MUST BE FILED WITH iSTATE WATER;.RESOURCES;,CONTROL .BOARD
IT
NICOLAS FIDLER-PUBLIC WORKS b1F2ECTOR DATE IN SACRAMEN'TO BI=F`ORE THE BEGINNING' -OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERM"
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED
R.C.E. #61069 EXP. 12/31/16 OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROJECT.
DPT 4r
AAT=
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
W
H
Q
N
O
co
Lu
U
F- 1 1-
OWNER / DEVELOPER m m
RIVER RANCH COMMUNITY LLC 05 U) r-
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALKODPSI I NC. 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 STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSI INC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOTS 18 & 23 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 (U.S.G.S. DATUM PER TR -6359-2 IMPROVEMENT PLANS)
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. M.D.B.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: 540-010-17 & 540-010-14
NUMBER OF LOTS: 113 - 31.44 GROSS ACRES
PHASE 1 - 71 LOTS - 19.67 GROSS ACRES
PHASE 2 - 42 LOTS - 11.77 GROSS ACRES
UTILITIES: -
CITY FIRE DEPARTMENT
2101 H STREET
ELECTRIC
PG & E
BAKERSFIELD, CA 93301
PH: (877)743-7782
wW
N
WATER RESOURCES DEPT,
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PH: (661)323-4892
OLu
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PH: (661)326-3000
TELEPHONE
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TW TELECOM
SEWER/STORM DRAIN
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CITY OF BAKERSFIELD
U.)
PUBLIC WORKS
PH: (661)326-3724
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OWNER / DEVELOPER m m
RIVER RANCH COMMUNITY LLC 05 U) r-
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALKODPSI I NC. 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 STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSI INC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOTS 18 & 23 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 (U.S.G.S. DATUM PER TR -6359-2 IMPROVEMENT PLANS)
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. M.D.B.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: 540-010-17 & 540-010-14
NUMBER OF LOTS: 113 - 31.44 GROSS ACRES
PHASE 1 - 71 LOTS - 19.67 GROSS ACRES
PHASE 2 - 42 LOTS - 11.77 GROSS ACRES
UTILITIES: -
CITY FIRE DEPARTMENT
2101 H STREET
ELECTRIC
PG & E
BAKERSFIELD, CA 93301
PH: (877)743-7782
PH: (661)326-3911
WATER RESOURCES DEPT,
BR�IGHETHOUSE NETWORKS
1000 BUENA VISTA ROAD
PH: (661)323-4892
BAKERSFIELD; CA 93311
PH: (661)326-3000
TELEPHONE
v
TW TELECOM
SEWER/STORM DRAIN
PH: (661)616-5500
CITY OF BAKERSFIELD
U.)
PUBLIC WORKS
PH: (661)326-3724
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811 OR
(1-800-227-2600)
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UNDERGROUND SERVICE ALERT OF CAUFORNIA
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GENERA. NOTES GENERAL NOTES - ASPHALT 45' R/W DEDICATION TO BE RECORDED BERKSHIRE ROAD
1 PER DOC.
CONCURRENTLY WITH THE FINAL MAP TRACT BOUNDARY
CONCRETE (CONTINUED)
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION.
2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROL"9D PIPELINES ARE SHOWN IN AN 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE 34' 34'
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE' EXACT LOCATION OF THAN 0.15 FOOT, PAVING OPERATIONS SHALL LCONDUCTED IN SUCH A MANNER
ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE THAT THE LAYER OF ASPHALT CONCRETEPLACED ON ALL CONTIGUOUS LANES
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OF THE TRAVELED WAY BEFORE THE LANESS ARE OPENED TO PUBLIC TRAFFIC. AT
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND THE END
ALL UNDERGROUND UTILITIES AND PIPELINES. OF ASPHALLTT EACH WORK SHIFT. THE DISTANCE BETWEEN THE ENDS OF A LAYER
CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10
FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE. *SLOPE FROM
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET DROPP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN 2% MIN. HIGHEST GUTTER
RIGHT`=0F-WAY AS DIRECTED BY THE CITY ENGINEER 0r BAKERSFIELD. ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED 4:1 MAX.
AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER *1.5% MIN *1.7 MIN
MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE '4
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, CONFORMS WHEN PAVING OPERATIONS RESUME. ` -_ 2 3.4rAX• 3.49; MAX.
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALV APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT
ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE
THE -CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 13• MAXIMUM THEORETICAL DENSITY AS DETERMINED BY THE ASTM D-2041. IN-PLACE FUTURE _•_.::. .:::..'_.:.:.;_., :>,.� ..:•_'--= �.�
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE DETACHED -
DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. SIDEWALK
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE EXISTING GROUND
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92
5. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS. PERCENT, OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY,
THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS B E R KS H I E ROAD STA. 10+00.00 TO 13+07.11
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CTF4 OF BAKERSFlELD STANDARDS NOT BEING ATTAINED,. AND THAT THE MATERIALS OR PROCEDURES FOR BOTH, IF A
AND STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL /1 NOTE: TI=6.0 =3 N.T.S.
NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE
ADJUSTMENT THAT WILL BE MADE IN, ORDER TO MEET THE REQUIRED COMPACTION.
7. PRIOR -TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED 0.30' TYPE 'A' AC
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED 1 • 0.50' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
8. DPSI INC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES T0, OR AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. • 0.70' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
USES -OF, THESE PLANS. ALL CHANGES TO THESE PLANS• MUST BE APPROVED IN 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE
WRITING BY DPSI INC. RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE
9. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
DEVELOPER/SUBDIVIDER/CONTRACTOR. TESTS SHALL BE THTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. R/W & P/L R/W & P/L
SHALL: BE DETERMINED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE
16. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE 60'
FRONT YARD
10. STAMR- AN "S" IN CURB FACE OVER EACH SEWER LATERA. SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE OF FL FL
11. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS 10' 20'
EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2)
12. WARN_VG REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE 40' 2' 8' 10' SIDE YARD
/ OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE
HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE WORK SHALL BE AT THE DEVELOPER'S EXPENSE.
-SIGN'S INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. PAD � 20' 20' pqp
13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF 17. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
BAKER FIELD PUBLIC WORKS DEPARTMENT PRIOR TO O WORK BEING PERFORMED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS
S NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS
WITHIN' EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLI SS SECURED BY A SUBDIVISION OF GRADING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE 1,5% MIN 1.59. MIN 2% 2% MIN.
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF 3.4% MAX. 3.49 MAX. M 2:1 MAX
PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE=AS REQUIRED SHALL BE GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL
POSTED_ PRIOR TO ISSUANCE OF THE PERMIT. BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE L, - �-- -'�'^'�=-
GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND ROUGH
14. DETAtC IS BASED ON CITY OF BAKERSFIELD STANDARD DETAILS, 1989, EXCEPT FOR THE THE LAST FOUR PARAGRAPHS OF SECTION 42-2.03, "CONSTRUCTION', OF THE GRADE l
FOLLOWING PROPOSED DETAILS: STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED \ LINE
ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAST SHALL
ST -1 CURB AND GUTTER T-1 STREET SIGN -POST TYPE \ �-
ST-3 SIDEWALK T-19 STREET SIGN - MISCELLANEOUS BY EITHER BE ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED 60' RIGHT OF WAY
ST -6 PAVEMENT PATCHES T-34 TRAFFIC SIGNAL INTERCONNECT THE ENGINEER. SEE DETAIL 1 TYP,
ST -7 SF DRIVEWAY APPROACH (PROPOSED STD) -WIRING BOXES (PROPOSED STD) 18• THE SUBGRADE ' BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY B N.T.S.
ST -9 . STREET SPECIFICATIONS D14 =CATCH BASIN - TYPE A TREATED FOR WEED CONTROL. THE CHEMICAL SHALL BE NOTE: 1T=4.5 R=35
ST -10 STREET SECTIONS D16 - GUTTER DEPRESSIONS 6-DICHLOROBENZONITRILE, AND SHALL BE APPLIED IN ACCORDANCE WITH THE
ST -11= STREET CROSS SECTION CALTRANS STD A88A ADA RAMPS 0.20' TYPE 'B' AC
ST -13- SURVEY MONUMENT MANUFACTURERS RECOMMENDATIONS AND THESE SPECIAL PROVISIONS. THE RATE
ST -13 STREET LIGHT MAST ARM TYPE OF APPLICATION SHALL BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER ONE 1 • 0.40' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
ST -15 CUL-DE-SACS HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY
ST-16ET KNUCKLE TREATED FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE
ST -17 WIDE CROSS GUTTER TREATED SUBGRADE WITHIN TWO (2) HOURS OF CHEMICAL APPLICATION WHEN THE 0.50' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS AIR TEMPERATURE IS HIGHER THAN 50'F, ASPHALT CONCRETE SHALL BE PLACED ON
TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMICAL APPLICATIONS. SHOULD
A "WETTABLE POWDER" TYPE CHEMICAL BE USED, A SUITABLE FUGITIVE DYE SHALL
14. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA.) BE INCORPORATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE
MAY BE VERIFIED. I
15. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE
SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM 19. FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS ATTACH WOOD FENCE
SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING SECTION WILL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER TO METAL POST � CHAINUNK FENCE
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. SQUARE YARD FOR PLACE ASPHALT CONCRETE (MISCELLANEOUS AREAS).
GENERAL NOTES - ASPHALT END "C".
20. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 3 RETAINING WALL
CONCRETE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR FINISHEDPAD2' (PER SEPARATE PERMIT)
ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING.
STEARATE MAY BE SUBSTITUTED WITH PARAFFIN.
\\� �\\/\\ EXISTING GROUND
1. ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL ARTERIAL AND B. IN CASE OF DISPUTE, METHOD "B SHALL BE USED.
CCOLLECTOR ONFORM TO THSTREETS AND OVIST NSE IN SECTION 139, FOR
CONCRETE,"EETS AND
THESHALL
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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% EXISTING
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, \\ CANAL/DITCH
FOR TYPE "A" (MODIFIED) OR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERAIALS. TRACT BOUNDARY
CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE
STANDARD SPECIFICATIONS FOR %' MAXIMUM, MEDIUM GRADING. COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. D N.T.S. \�
3. ASPHALT BINDER FOR _TYPE "A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 22, PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED
VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
ASPHALT BINDER FOR TYPE "B' (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000
VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE A. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE
ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR GRADING PLANE SHALL CONFORM TO THE FOLLOWING:
"STEAM -REFINED PAVING ASPHALTS", IN SECTION 92�-1.02, "GRADES", OF THE
STANDARD SPECIFICATIONS. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE
R/W & P/L LOT TREATMENT �������
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DETAIL 1 - TYPE W CURB AND GUTTER TYPICAL
GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN45' R/W DEDICATION TO BE RECORDED BERKSHIRE ROAD
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. \ CONCURRENTLY WITH THE FINAL MAP TRACT BOUNDARY
BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST
METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) PER DOC. #
THE AMOUNT OF THE ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. IS TO BE PLACED 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
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL ENGINEER. f ,
SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: 34 34
A. A UE
ST OF AGGREGATE AND ASPHALT SOURCES. GENERAL NOTES BASE MATERIAL
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE o QROFESS/pal
WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE 1. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET EITHER THE ��� �gt;RT0 4 Fy SLOPE FROM
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS SPECIFICATION FOR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200-2.4 P Qo �'� 2% MIN.
3 AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC �+ ,��,, 4:1 MAX. HIGHEST GUTTER
W ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. WORKS CONSTRUCTION, THE GREENBOOK, OR CALTRANS STANDARD SPECIFICATION NO 67602
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA FOR CLASS 2 AGGREGATE BASE (SECTION 26-1.02A) * * 2' *1.5% MIN *1.5% MIN
TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE OR ` v C V �. �� r , . - F EXISTING GROUND 3.4% MAX. 3.4% MAX-
TEST
WITH THE MIX DESIGN, ALONG WITH THE THEORETICAL MAXIMUM DENSITY Of F -_7P I
MEETS THAT CALTRANS STANDARD SPECIFICATION FOR CLASS 2 CALF
v, MATERIAL THAT ME L
THE DESIGN MIXTURES AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX
8 SHALL MEET WITH THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE AGGREGATE BASE (SECTION 26-1.02) WHICH ALLOWS EITHER 100% OF THE FUTURE
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO DETACHED
SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN SIDEWALK
PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL CONCRETE BASE, CEMENT TREATED BASE OF COMBINATION OF THOSE MATERIALS. I q l►4 BERKSHIRE ROAD STA. 13+07.11 TO 18+75.75
N BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
rl AGGREGATE BASE SHALL BE FURNISHED AND PLACE IN ACCORDANCE WITH THE APPROVED: L ALB666 LOPEZ DATE
6. WHERI< NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED CONTRACT PLANS, THE STANDARD SPECIFICATION FOR PUBLIC WORKS R.C.E. #67602 NOTE: T1=6.0 R=35 �-TS
SURFACES, THE EXISTING PAVEMENT SHALL BE SAWCUT. CONSTRUCTIONS AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE
• 0.30' TYPE 'A' AC
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE • 0.50' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D.-1557. ' W �, /,� • 0.70' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE", OF THE STANDARD 2. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT
y SPECIFICATIONS SHALL BE MET. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY APPROVED: DANIEL PADILLA DATE
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO R.C.E. #67008 (EXP. 9/30/18) 45' R/W DEDICATION TO BE RECORDED �
rz PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY CONCURRENTLY WITH THE FINAL MAP BERKSHIRE ROAD
PER DOC A TRACT BOUNDARY
45'
N.T.S.
R/W & P/L LOT TREATMENT
6.23' LANDSCAPE EASEMENT
MASONRY WALL PER
11' SEPARATE PLANS
6.13' 8'
2' MIN.
N1
29• MAX
5.33'
2' MAX
SEE DETAIL
1 TYP.
3.10'
R/W & P/L LOT TREATMENT
ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. DENSITY IN ACCORDANCE WITH ASTM D-1557.
45' 6.23' LANDSCAPE EASEMENT
a 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BYSPECIAL NOTES FL MASONRY WALL PER
THE ENGINEER. F 34' 34' 111' 77 SEPARATE PLANS
ti
i 10. INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY
� 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF
i THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN' ON THE PLANS AND AS CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN 6.13' 8'
3
o DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
TO FORM SMOOTH, TAPERED CONNECTIONS. 326-3049. 2 % M, N. *SLOPE FROM 2' MIN.
w HIGHEST GUTTER
N 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A
FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN
THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE OBTAINED. *
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT *1.5% MIN 1.5% MIN �1
z 2' EXISTING 3.4% MAX. 3.4% MAX,
WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. _ TM GROUND r -
c OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE
TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE E DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT " ' `}�"� ' • 5.33'
c� PRIOR TO PAVING THE - - -- :....•_... :.... _.: - - _ - - 2.
SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE
CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD y -
FUTURE _ - .- .�..�••:=:��.._.:...--•..�._ .-= MAX
z THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR DETACHED EXISTING GROUND
Z BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE APPROVAL 10 DAYS PRIOR TO PAVING. SIDEWALK BERKSHIRE ROAD �- .
W REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
STA 18+75.75 TO 22+ SEE DETAIL
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL 1 TYP
PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. NOTE: T1=6.0 =35 N.T.S. ^ �.
M ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET 0.30' TYPE 'A' AC
W CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR • 0.50' CLASS II BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION
i UPGRADING AS PER CITY ENGINEER. 0.75' COMPACTED NATIVE TO MINIMUM 95% RELATIVE DENSITY
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SEE SHEET 5
STORM DRAIN PER
51"Iml. SEPARATE PLANS � ��� `'
v'• ___��
R/W
N
WATER LINE M
PER SEPARATE
PLANS
56
ku
BERKSHIRE ROAD
PHASE 1
57
PROPOSED 6.23' 0° o0
[LANDSCAPE EASEMENT r- M
I
65 to
II1 Q
�
PROPOSED 0.79'
LANDSCAPE EASEMENT
II �
II �
II �
II I 64
I t
II 1
�1
MATAMEMMI
N
LEGEND:
(E) PAVING
LENGTH
NEW ASPHALT PAVING
0
J
(E) STORM DRAIN MANHOLE
O
NEW STORM DRAIN MANHOLE
o
m�
Q•
NEW SEWER MANHOLE
a---
rm
„
(E) SIGN
�-
NEW SIGN
+
�(0
Q
rz
Q
H
\
NEW WALL
C5
CZ
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
4-10
(E) STREET SIGN
D
I
PROPOSED 0.79'
+
y
' p
88'53'44.27"
LANDSCAPE EASEMENT
- - --
_-
°Q
RIGHT OF WAY
.
o
Q
PHASE LINE
Lu o
TRAFFIC SIGNAL INTERCONNECT
- -�
CONDUIT W/ PULL BOX(
- -
SEWER EASEMENT
0
GRADE BREAK
O
STRAIGHT GRADE
I
m
W
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17.
0
L00
v�1LL
+�,
250.00' 173.54'
0
yo u' i
m
L
Z
370
13 CONSTRUCT WALL PER SEPARATE WALL PLANS.
SIGNAL
14 INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4.ui
W
o
o
CD
N
LEGEND:
N
0
m
m
z
(E) PAVING
LENGTH
NEW ASPHALT PAVING
0
J
(E) STORM DRAIN MANHOLE
O
NEW STORM DRAIN MANHOLE
2034.00'
(E) SEWER MANHOLE
Q•
NEW SEWER MANHOLE
a---
NEW STREET LIGHT
-
(E) SIGN
�-
NEW SIGN
+
I
NEW STREET SIGN
Q
(E) MONUMENT
Q
NEW MONUMENT
H
NEW WALL
C5
CZ
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
+
(E) STREET SIGN
D
STORM DRAIN
S
SANITARY SEWER
w
WATER LINE
88'53'44.27"
GRADED SLOPE (SEE GRADING PLAN)
- - --
TRACT BOUNDARY
RIGHT OF WAY
11 TO BE REMOVED AND RELOCATED.
PHASE LINE
Lu o
TRAFFIC SIGNAL INTERCONNECT
- -�
CONDUIT W/ PULL BOX(
- -
SEWER EASEMENT
0
GRADE BREAK
O
STRAIGHT GRADE
N
0
m
m
z
�M�n^ a g 3
CONSTRUCTION NOTES
68
30' WIDE SEWER O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH
a PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON
EASEMENT PER ,DQC
n
0207084777 SHEET 5.
INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19.
WHISKEY CREEK DRIVE S 0 ADJUST TO GRADE.
SEE SHEET 7 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' W
co
WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
N
W
a
LENGTH
RADIUS
0
J
40' O' 40' 80' O INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
0
>
O
H
o:
2034.00'
m
Lu
m
J
m
46.40'
Q
m
Z
J
46.39'
30.00'
0
R
b�
448.54'
1966.00'
H
0
C5
4
O
o' �Q, z
V p
0
d,�
SqP
a
o
�M�n^ a g 3
CONSTRUCTION NOTES
68
30' WIDE SEWER O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH
a PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON
EASEMENT PER ,DQC
n
0207084777 SHEET 5.
INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19.
WHISKEY CREEK DRIVE S 0 ADJUST TO GRADE.
SEE SHEET 7 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5' W
co
WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
Z
LENGTH
RADIUS
=
40' O' 40' 80' O INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
0
>
100.24'
2034.00'
m
OLu
6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
m
46.40'
a
m
Z
C3
46.39'
30.00'
0
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
C4
448.54'
1966.00'
w
0
HORZ SCALE:1 "=40'O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
C5
a
a
U)
o
C6
a
o
0
O
INN 1
NJ
---------------
339+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+ + - - -
BERKSHIRE ROAD
SCALE: 1 " 10' VERT.
350
340
330
370
O
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y� PUERTO `�A c�yc�
360 W J
NO 67602
* * 4
OF' CALF`
350
340 l
> R.C.E. #67602
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX.
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
WON ON
MEN
C1
100.24'
2034.00'
74925.22"
50.13
380 Og PROTECT IN PLACE.
46.40'
a
a
Z
C3
46.39'
30.00'
8835'51.22"
29.27
C4
448.54'
1966.00'
13'04'18.62"
I
C5
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED.
2034.00'
o
o
C6
47.76'
30.00'
91' 13'14.29"
30.65
use�
46.55'
Ne -1
88'53'44.27"
29.43
z
11 TO BE REMOVED AND RELOCATED.
Lu o
W
U)
o
I
W
W
Lu
m
W
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17.
0
L00
-9.s00'
250.00' 173.54'
m
L
Z
370
13 CONSTRUCT WALL PER SEPARATE WALL PLANS.
SIGNAL
14 INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4.ui
W
o
o
CD
FL PVI
STA=10+23.04
FL PVI
STA=12+73.04
=
m Z �
CONSTRUCT TYPE "B" CURB &GUTTER PER BAKERSFlELD STD. ST -1 W/
Q
Co
0
N
■
ELEV=343.82
ELEY=347.44
50.00' VC
�mom
c� 0000 o M �
M ;o "? �- o
15
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z;,,
`O
._.
50.00' vc
0
o
o + 0
3 M M o NINSTALL
+ u LO: ° II 2 c°
360
W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
16 IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND
W
rn
q
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`° z}W a ,
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
00 00
N� N�
LO
��'`�
N11
M LJi V CLUj
J
ll /) CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. 1
INN 1
NJ
---------------
339+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+ + - - -
BERKSHIRE ROAD
SCALE: 1 " 10' VERT.
350
340
330
370
O
�o QROFESSIpy�, �
y� PUERTO `�A c�yc�
360 W J
NO 67602
* * 4
OF' CALF`
350
340 l
> R.C.E. #67602
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX.
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
WON ON
MEN
C1
100.24'
2034.00'
74925.22"
50.13
C2
46.40'
30.00'
8837'34.17"
29.29
C3
46.39'
30.00'
8835'51.22"
29.27
C4
448.54'
1966.00'
13'04'18.62"
225.25
C5
263.35'
2034.00'
725'06.52"
131.86
C6
47.76'
30.00'
91' 13'14.29"
30.65
C7
46.55'
30.00'
88'53'44.27"
29.43
z
W
W
Lu
m
W
=MO
■
�mom
e
339+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+ + - - -
BERKSHIRE ROAD
SCALE: 1 " 10' VERT.
350
340
330
370
O
�o QROFESSIpy�, �
y� PUERTO `�A c�yc�
360 W J
NO 67602
* * 4
OF' CALF`
350
340 l
> R.C.E. #67602
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX.
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
100.24'
2034.00'
74925.22"
50.13
C2
46.40'
30.00'
8837'34.17"
29.29
C3
46.39'
30.00'
8835'51.22"
29.27
C4
448.54'
1966.00'
13'04'18.62"
225.25
C5
263.35'
2034.00'
725'06.52"
131.86
C6
47.76'
30.00'
91' 13'14.29"
30.65
C7
46.55'
30.00'
88'53'44.27"
29.43
3,30
APPROVED: DANIEL PADILLA
R.C.E. #67008 (EXP. 9/30/18)
DATE
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
231.37
S80' 44' 32.84"W
L34
419.45
S88' 44' 32.84"W
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EASEMENT PER DOC 1� u J D LIGHT N 6p NEW POW f�1�IE I J
0207081 77. n { I { {
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1 j `` ,gym j�/,/� a � V) _jM !f � ° +� {�., LL. �G �IW � � { z
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jllt �� J ` '� fid _ �_0 �_ T= E ISN
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�T� _ (350) ---BERKSHIRE ROAD EC w
IE
"A Y
OEMTRACT s " as 17 !' 356.254
r
BOUNDARY �: �k : k, TOP RAIL
O
..STA=18+75.75
BERKSHIRE ROAD BCLj
4
18+00 r..,3 5 L=210.74, R=2000.00', D=6'02'14" ` L= s r 22+00 _ 1 I� L
W W 350) w, : " 7 86'IA,. ' 1 7.94 , R=2000.00', a =3'57'0
j 356.230
( 2. 4 13 ={M= - -=y,5 k --o TOP RAIL
= N " L=29.13 R=2000.00 D=0'a�- M 10
TA=22+30.79
n
BERKSHIRE ROAD TRACT BOUNDARY S
Y WLa
xfi
�:� . -'� - _ " " - :.:-.,ems,`... : < --- - � � , i � , . . . s
N
LLJ-. 89' 16 07.03"W 6.37
40 0 40 80
m 3 I j I SUNSET RAILROAD
°z � --� N R/W STA=20+86.49 -' - f
` 0 0 r(332i,_,� \ m \ + BERKSHIRE ROAD ti w o o { "
o_ N 04 04 Luq,+ 7 HORZ SCALE:1 =40
I UQ ,. I \ 10W '
00 .� 00
II^ r
LANDSCAPE EASEMENT J - c`i n 00 } TOP RAIL
J` `\ N M 1
066 A\ w �,, \ d { 6
J
+ NJI (r1 cv
w 38 \ � \ 37 N Q ! 356.215
0 � � ' TOP RAIL
Q �
100' WIDE PG&E EASEMENT IASI I
RECORDED MAY 12, 1953, IN If
.; I\ \ BOOK 2079, PAGE 544, O.R.,
1
' O PROPOSED 0.79' ANDMAY 15, PAGE 1223' BOOK '
O LANDSCAPE EASEMENT \ 67I
Q +
�I + BERKSHIRE ROAD
00
PHASES 1 AND Z QROFESS/
�,OERr0 Fy 1011 i
N JP � APPROVED: L AL TO OPEZ DATE
No 67602 R.C.E. #67602
v pudJj9 CA \ (b
APPROVED: DANIEL PADILLA DATE
R.C.E. #67008 (EXP. 9/30/18)
380 - - I 1- 1 17 1 1 1 1 1 1-1 1- 1 t- I I- I I- I
R
W I
X:
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370
360
350
340
370
360
350
340
m
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QM - QM
PROPOSED NORTH FLOW LINE PROFILE
N 1.29%
N
C,
II
- - -� ~ W ail
w w -w w X1.40%
W
NOIS ■ NEMESES!
son ME MEM IN SIMMONS!
ME ME IMENAMES
No
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ME M NEE
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17+75 18+00
18+50 19+00 19+50
OMNI
EXI!6G1 GROUNI mommol
NONNI
NEON
20+00 20+50 21+00 21+50
BERKSHIRE ROAD
SCALE: 1 " 10' VERT.
1 " = 40' HORZ.
W
d'cD
t 04 04 .MLO
+�
C,4 jj
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ALLWG ALL ARTERIAL A11�? CA!tECTOR S11?EETS GlR AS DIRFCTEO AS 1�i1�ES R=4�'1.2m,�AnA!~ �1��
PART OF THE STAMDARf! STREET �1tPROM1rAIENZ GNNSSIGW t�
60£RCANNfcT CGIh T ALONG ARTERIAL OR CLI TOR STREETS MY TO PwBO;t
MAY BF ALLONED Nr ACfT'PALTERNATE OF
cl'�AEdUA�CAIILW IS WT0i�E0 F6R NV 11E pTr niAFFIC
cr w, w AtAS1ER PLAN! Off: Til 8E USfO &4r ffN
LU #-DWI C WDtXT /S RFOIUND ON ALL _9M ` Wf lS ALLONEU Tn 8f RAMI
l.MKWCA WN 84UKBW ROUTES 5140W, ON 1Hf AT GUTTER LIP LAC _NV AU OUR
aTr TRA6FAC &W MASER PLAN. . BOXES CASE4 CM&T 5 TO BE-LOCAIED
ARE TO BE N� GMVDfR SyDEWALK AREA
1~-34.0WC
,U1HE74 R0LITES OAT o9/n
WfALL 2'r_%wj SVEW 40 T ung `#" WN STANDARD 0"wt
RIL - A7 400'(120m) MAMN WERVAL. PDLL BOXES TRAFFIC SIGNAL R. star>n,ck
MAU BE NG;- s W7H WENSTANS AM K!V!K' OUN COWT °�'•"0
91ALL BE MUG U AV70 Pkv PARALLEL TO ilk � 111�1"�RCC�N�IF�:T-- • c
E�STJNtG SMALL(f�#��71ZOWTAC '' TOTAL AA&W WIRING .ANIS PULL, BOXES,
IT CO'WT BEINEEN PSL 80 SHALL NOT F=D,
DEWS A PW W, COWO G TO SEM'' �CITY OF BAKERSFIELD
86-2.05c UNALLAnaV Or THE STANDM sp 0X4nON CALIFORNIA T---34
S1 a BE Nam N ALL imucOYi a cAKD r
fON N VALLA nN OF fUnff CA UCTORS SLY sae oumx woks oa•Aa l
LEGEND:
(E) PAVING
:
1 -ml
- ` NEW ASPHALY PAVING
secs � =
(E) STORM DRAIN MANHOLE
O NEW STORM DRAIN MANHOLE
® (E) SEWER MANHOLE
360 ,
Q• NEW SEWER MANHOLE
0---° NEW STREET LIGHT
w
Q
p
0
CD
r0
w
U
�- (E) SIGN
tr
w
/
\W
a
O
NEW SIGN
rr'
J
340
O
O
-+- NEW STREET SIGN
w
a.
o
CL
Lu
Col (E) MONUMENTCL
Q
O
Q
r,
N
a
J
Q NEW MONUMENT
NEW WALL
Cg (E) FIRE HYDRANT
b (E) BLOWOFF VALVE
Seo + (E) STREET SIGN
D STORM DRAIN
S SANITARY SEWER
360 w WATER LINE
GRADED SLOPE (SEE GRADING PLAN)
TRACT BOUNDARY
RIGHT OF WAY
340 PHASE UNE
TRAFFIC SIGNAL INTERCONNECT '
CONDUIT W/ PULL BOX
SEWER EASEMENT
0 GRADE BREAK
O STRAIGHT GRADE
CONSTRUCTION NOTES
OCONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH
PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON
SHEET 5.
OINSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19.
OADJUST TO GRADE.
f@4 CONSTRUCT 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.
OCONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL 9.
OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
EXISTING STREET SIGNS TO- BE REMOVED AND RELOCATED PER PLAN.
9 PROTECT IN PLACE.
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17.
13 CONSTRUCT WALL PER SEPARATE WALL PLANS.
14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4.
15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/
5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3
16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PH E.
17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Q
1
1$ INSTALL TEMPORARY CHAIN LINK FENCE PER BAKERSFIELD STD. D-11.
19 INSTALL 3' WIDE RIP RAP SWALE.
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX.
LINE TABLE
LINE # LENGTH DIRECTION
L34 419.45 S80' 44' 32.84"W
/, i- 7d � 7.
\NEER
IV
0
N O n
m
a
w
� OZ 00
O_
W
d Ix CO
h C) W
w I-_3
u- Z
(q $ N1
�v
m w
z
0 =
L4 Y
W w
0- m
U-
0
Lu
J J 0
Of cr
O O �
x
(-aIr0
Q a z
0 0 U�
o:
> > Z
u) U) 0
Wo 0
W
Q
N
U
tr
N
J
m
Z
rr'
J
Q
>'
E--
v
a.
o
Z
Q
O
LLw
r,
N
O
O
ac
w
M
CL
O
F-
>W
V
V
Q
_
a
Z
F"'
c=n
2
Y
F..
W
OC
w
m
>
H
OC
N
2
a
Ln
Mi
i
0
c
m
0
N
G
a
tr
m
F
rr'
w
ry
LU
=
v
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LLw
O
O
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CL
2
a
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0
c
m
0
N
G
a
I
SEE SHEET 3
BERKSHIRE ROAD
IF
Ld
�35p�
1 / 43 U 44 �. 45 46 �- m U 47
00 W
\ , /
c_aFo- N If• O U
J �
C14 V)o - mrw42 + O co o o 00 o ++ + 00 +II o0 Q� O n 4- .y - N O
"`.
TRACT BOUNDARY
J ±J + o
+
1
•,,.,� _ _ (3 q 9) ��
i/ v� I•h-II
U- � � N F< -Q o
R/W a N
NR/W LL- OF HOSTORM DRAIN PER
N !N,
f
SEPARATE PLANS
STA=10+00.00
WILD MUSTANG DRIVE _
STA = 10+00.00
DROVERS RUN ROAD
41
N00' A10) .90E 163.1 _yd'e =40.41 ,F E = N00' 27' 03'.36"W 159.94'
FL STA=9+
4 0 2* =2000 00 p e t. '0 0 0 6 y STA=13+63.50 3
WILD MUSTANG DRIVE;
-
STA = 11+48.90
411
4 = BERKSHIRE ROAD {{
o' rr> m o U o: �r R/W ,n o:
2 wo o ,_no onov o wo /coo of
0U) O m N M� M N U) W 04 + m O /yy j
r k �N + �o� W ± MN OIQ- U O NO ` R/" j
.- +fn + r O +N II J NLO C14 UJ
N CD j
o: o: m o Q II O 11 FQ- - 119 N LO + N w r sur
4� U N FQ-J II �N Myaq 41
�, m O co LO
o a v7c� _, < �c� II �?� �4
00
o
N �j F'- (A Q co
oU) Z N + z
FL STA=8+89.00 PRC` , o N +
22.65 L + 51 50 49 c "2
FL STA=8+75.30 BC a 4v
Q Q
20.00 L
h
l l
IJi R/WWI
SEE SHEET 9 SEE SHEET 3
-- z DROVERS RUN ROAD WILD MUSTANG DRIVE BERKSHIRE ROAD
m
40' 0' 40' 80'
HORZ SCALE:1 "=40'
370
.360
350
340
330
W
360
350
340
z
a
W
330
0
0
Z 325
PHASE 1
���
■
eoment to accommodate �j
,SME MENEM MEMO
W depth ofWooch. f.'59 -#*20 mmc
I
I
w.
I
30.00'
■
iVQIFa'
C3
I Ake wankmarsho and "materials sho# confine to
=3
w
duroble, : reaknt` irxnpowd"that cofib n --to The requimwis of ihe�
isME
,N
$todad Spx*afton*
a
or...
20.41
oo
2; it current Street Permit +siedljr the, ify of, .
0.37' �•)
BACK OF WALK
I W
dl wank within fhe Gifyright-of-icy.epTit;shcF
.
. Subgrac4e shale be constructed true to gram Gerd
ME 0 ME
crass section and compacted to 90% of maxknran dry
AND CUL-DE-SACS)
R/W
I 16 5'
16 5'
I '
IN
of 20' rf om the edge of concrete or as directed: Pavament pafdi
$00g of Stordord-Aetd ST -t1.
repufreowls of the Standard Specrfrcotions °for min{ar
134'5110.73
concrete (min cement content 505 /6%bu )dj.
tL' Curb orad guitar body fcpaod; be posed
; anrxete &boli' carfare no o0tives Ames& pater
sqpGratel}; not nwnnh"',
'gaproia+ is obtained from the Oty fnWreer,
6.94
1 ftber forms 4 W be surfaced on the sills placer)
� Co re(umNo &ive � nnst{rrctian shs�P be pmnritted .k, street or
next .tor the concrete and shay not be Am #hoar L5'
thk* ofterbeing surfaced forms arm' suhtpnak &bald'
)I t`dge of 46 4 :q*ftd slag ore a -mak of,2-5'4u* =r7ddpcent lot M&
be wetted inmedfately-prror to placement of concrete.,
t4. t"x kg, cxnl, ,if sr good"CMoiti A may be smut arerern6wet
d CNMM fe s a# be troweled smooth,edged d then
('curb.cut J tar occannrodate construction of new tesgfa+tid obis.
gem a, Not broom,&&. knmedatary after�rfflming,
Oproardr lir wfderil ofAxistag goprooch.
d/ exposed surfaces sho# fece(w 0 uniform rrVtotion
if wrote pigmented aabng.crxnpowd cronfammg #o
the Stodord Specih Abhs The surface of the,
concrete &Rork be kept moist untd the curing conpowd
Lo
is opplred
g ` ,-
'
II ONE
;ends of,WPvo �Lf• Weakened plan pmts 208 dceep.
y
�
shell be placed at center of olrproaeb-andvt M0
maxim htarads acrd as directed by the Cry ea.'
L
IN
4
4.0 mxr
45*1
go
'
ONE!WE
e...e�
IIi�
MWEST
■
���; JII1i1�� ...`
FLOW LIN MEN I
IN
IN
ME
MEN
OMEN
NEE
EWE
MENEM
■MEN
M N■M 0
■EMEN�m
■
go
1 EM
& NEM= ■
NEON S II
11 ME
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IS
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EAST FLOW U
1111111M mom
BE
El
�
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■IIrIIIr�rrrrrrlrlrrr��l�
�rrlr
Irrrr
8+25 8+50
W
fA
370
360
350
340
330
360
350
340
330
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
WILD MUSTANG DRIVE
SCALE: 1 " _ -10' VERT.
1" = 40' HORZ.
I I 4.87' (TYP.)
4.50' AT KNUCKLES
4' •2� MAX
AND CUL-DE-SACS
• ' •
45' TYP.' 5'
10' (TYP.) 3' 22' 3' 3' 22' 3'
9.62' (AT KNUCKLES
AND CUL-DE-SACS)
5' OR AT LEAST 20'
TYPICAL DRIVEWAY LAYOUT
N.T.S.
Adlust-R)Na' obtA .a`
4t1'min.
. -
eoment to accommodate �j
611'.I�ii
W depth ofWooch. f.'59 -#*20 mmc
I
I
w.
I
30.00'
Z
iVQIFa'
C3
I Ake wankmarsho and "materials sho# confine to
=3
w
duroble, : reaknt` irxnpowd"that cofib n --to The requimwis of ihe�
State of Ca11f;mk,.,0eparbnent of %mloaHolkn-
$todad Spx*afton*
a
I
20.41
oo
2; it current Street Permit +siedljr the, ify of, .
0.37' �•)
BACK OF WALK
I W
dl wank within fhe Gifyright-of-icy.epTit;shcF
0.00' (AT KNUCKLES
. Subgrac4e shale be constructed true to gram Gerd
exrsthg kWowments r dw otherwise. *acted Dy bre Lity t ngixw,
crass section and compacted to 90% of maxknran dry
AND CUL-DE-SACS)
R/W
I 16 5'
16 5'
I '
I I 4.87' (TYP.)
4.50' AT KNUCKLES
4' •2� MAX
AND CUL-DE-SACS
• ' •
45' TYP.' 5'
10' (TYP.) 3' 22' 3' 3' 22' 3'
9.62' (AT KNUCKLES
AND CUL-DE-SACS)
5' OR AT LEAST 20'
TYPICAL DRIVEWAY LAYOUT
N.T.S.
Adlust-R)Na' obtA .a`
4t1'min.
. -
eoment to accommodate �j
611'.I�ii
W depth ofWooch. f.'59 -#*20 mmc
1,0"t 1
w.
b.0' kin
30.00'
T 11
.SEC IQt `A -A
iVQIFa'
C3
I Ake wankmarsho and "materials sho# confine to
a b'vasion Wt -mer materld shay consist of preformed steps or
the applicable sections of the Wdfrcatli w 67AVed
duroble, : reaknt` irxnpowd"that cofib n --to The requimwis of ihe�
State of Ca11f;mk,.,0eparbnent of %mloaHolkn-
$todad Spx*afton*
Standards 4w ficotians hereafter know, as,
I tambr* $peC/f/G'atlarlS,: dn'rL97t Cf�-:l�lpraked� ettitiZrt
A "� Of BXiftxng [�iYq'appfaadr. g;remDl�far r�plaC61m8'It
20.41
shy 6e sarnart at the .1snrTs of remo►sx� as atiepied by the -laty
2; it current Street Permit +siedljr the, ify of, .
Engineer llie-sectkrn 1reh+g +ar t! s he rt�nu0snum of SfJ'
,it * mfield Public arb Deportment f�iusi;arcompdo
length wd'sa wls sbo# ui�r Wk existing prft.ar scare. /ire:
dl wank within fhe Gifyright-of-icy.epTit;shcF
confirm dAmmsron tmd location to tteadpcent
. Subgrac4e shale be constructed true to gram Gerd
exrsthg kWowments r dw otherwise. *acted Dy bre Lity t ngixw,
crass section and compacted to 90% of maxknran dry
r6 Sections baby rep1=d maybe-pwW agalsst exisfmg pavement,
density os determined by. ASM D-1557 to ;a depth of
if k good condtion rand with the prior-opp %4 of the Qty
S` below top of wbgrade •
fnoew. Othenrise -The ewi nv pavement dw,be-w rent a msibuo
4 Larrcrete fa- drive approach shelf cWbm to the
of 20' rf om the edge of concrete or as directed: Pavament pafdi
$00g of Stordord-Aetd ST -t1.
repufreowls of the Standard Specrfrcotions °for min{ar
134'5110.73
concrete (min cement content 505 /6%bu )dj.
tL' Curb orad guitar body fcpaod; be posed
; anrxete &boli' carfare no o0tives Ames& pater
sqpGratel}; not nwnnh"',
'gaproia+ is obtained from the Oty fnWreer,
6.94
1 ftber forms 4 W be surfaced on the sills placer)
� Co re(umNo &ive � nnst{rrctian shs�P be pmnritted .k, street or
next .tor the concrete and shay not be Am #hoar L5'
thk* ofterbeing surfaced forms arm' suhtpnak &bald'
)I t`dge of 46 4 :q*ftd slag ore a -mak of,2-5'4u* =r7ddpcent lot M&
be wetted inmedfately-prror to placement of concrete.,
t4. t"x kg, cxnl, ,if sr good"CMoiti A may be smut arerern6wet
d CNMM fe s a# be troweled smooth,edged d then
('curb.cut J tar occannrodate construction of new tesgfa+tid obis.
gem a, Not broom,&&. knmedatary after�rfflming,
Oproardr lir wfderil ofAxistag goprooch.
d/ exposed surfaces sho# fece(w 0 uniform rrVtotion
if wrote pigmented aabng.crxnpowd cronfammg #o
the Stodord Specih Abhs The surface of the,
concrete &Rork be kept moist untd the curing conpowd
Lo
is opplred
g ` ,-
'
-bot
7 F.rpooskr; mint&�ysbaP be constructed dY}th
;ends of,WPvo �Lf• Weakened plan pmts 208 dceep.
y
�
shell be placed at center of olrproaeb-andvt M0
maxim htarads acrd as directed by the Cry ea.'
L
h
4
4.0 mxr
45*1
*SEE TYPICAL DRIVEWAY LAYOUT FOR APPROACH AND WALK AREA WIDTHS.
�o ?g0FETS/pA
0
W �
NO 67602
C V\ �.�� R.C.E. #67602
CALF
pmj
"-
APPROVED: DANIEL PADILLA
R.C.E. #67008 (EXP. 9/30/18)
rj/A
DATE
LEGEND:
(E) PAVING
NEW ASPHALT PAVING
Q (E) STORM DRAIN MANHOLE
O NEW STORM DRAIN MANHOLE
(E) SEWER MANHOLE
Q NEW SEWER MANHOLE
rte-• NEW STREET LIGHT
-�- (E) SIGN
-L NEW SIGN
-+ NEW STREET SIGN
0
E MONUMENT
Q NEW MONUMENT
NEW WALL
Ct (E) FIRE HYDRANT
b (E) BLOWOFF VALVE
-+ (E) STREET SIGN
D STORM DRAIN
S SANITARY SEWER
w WATER LINE
_ �_ T_ GRADED SLOPE (SEE GRADING PLAN)
-� TRACT BOUNDARY
RIGHT OF WAY
PHASE LINE
TRAFFIC SIGNAL INTERCONNECT
�- CONDUIT W/ PULL BOX
SEWER EASEMENT
GRADE BREAK
O STRAIGHT GRADE
CONSTRUCTION NOTES
O1 CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH
PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON
SHEET 5.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19.
O3 ADJUST TO GRADE.
4OCONSTRUCT 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.
OINSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
9 PROTECT IN PLACE.
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17.
13 CONSTRUCT WALL PER SEPARATE WALL PLANS.
14
SIGNAL INTERCONNECT WITH I PULL BOXES PER DETAIL T-34 ON SHEET 4.
15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/
5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3
16 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
17 CONSTRUCT TYPE "B" CURB AND GUTTER PER BAKERSFIELD STD. ST -1. Q
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX.
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C2
46.40'
30.00'
88'37'34.17"
29.29
C3
46.39'
30.00'
88'35'51.22"
29.27
C10
40.82
2020.00
1'0928.26
20.41
C11
40.01'
1980.00'
1'09'28.26"
20.01
C12
13.70'
35.00'
22'25'35.37"
6.94
C13
54.98'
35.00'
90'00'00.00"
35.00
C14
197.70'
84.00'
134'5110.73
202.06
C31
13.70'
35.00'
22'25'35.37"
6.94
1 17a �17
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a
2
SEE SHEET 9
DROVERS RUN ROAD
i
370
WEI
350
340
360
350
340
335
Jtt bmtt I v
DROVERS RUN ROAD
ARROWHEAD TRAIL COURT
PHASE 1
Z
m
40' 0' 40' 80'
HORZ SCALE:1 "=40'
1
CURVE #
(E) PAVING
:��
re
! ?
:- r1-`:
C15
31.42
(E) STORM DRAIN MANHOLE
a
NEW STORM DRAIN MANHOLE
C16
(E) SEWER MANHOLE
QQ
a
O—
00 m_
a
(E) SIGN
_
NEW SIGN
U 00-.
------- ............. - _..
_....... .._._.
(E) MONUMENT
Q
NEW MONUMENT
197.06'
NEW WALL
FT—
(E) FIRE HYDRANT
b
+0
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D
STORM DRAIN
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+
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c
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AT FL
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t
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9+50 10+00
10+50 11+00 11+50 12+00 12+50 13+00
ARROWHEAD TRAIL COURT
SCALE: 1 " = 10' VERT.
1" 40' HORZ.
370
360
350
340
360
350
340
5
13+50 14+00 14+25
LEGEND:
CURVE #
(E) PAVING
:��
re
NEW ASPHALT PAVING
:- r1-`:
C15
31.42
(E) STORM DRAIN MANHOLE
O
NEW STORM DRAIN MANHOLE
C16
(E) SEWER MANHOLE
QQ
NEW SEWER MANHOLE
O—
NEW STREET LIGHT
a
(E) SIGN
-�-
NEW SIGN
+
NEW STREET SIGN
F21
(E) MONUMENT
Q
NEW MONUMENT
197.06'
NEW WALL
C[
(E) FIRE HYDRANT
b
(E) BLOWOFF VALVE
+
(E) STREET SIGN
D
STORM DRAIN
S
SANITARY SEWER
w
WATER LINE
GRADED SLOPE (SEE GRADING PLAN)
TRACT BOUNDARY
RIGHT OF WAY
PHASE LINE
TRAFFIC SIGNAL INTERCONNECT
-�
CONDUIT W/ PULL BOX
—
SEWER EASEMENT
0
GRADE BREAK
O
STRAIGHT GRADE
CONSTRUCTION NOTES
(� CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY APPROACH LOCATION AND WIDTH
PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON
SHEET 5.
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19.
OADJUST TO GRADE.
O4 CONSTRUCT 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.
I
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED.
11 TO BE REMOVED AND RELOCATED.
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17.
13 CONSTRUCT WALL PER SEPARATE WALL PLANS.
14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4.
15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/
5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3
1 6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX.
I
CURVE #
LENGTH
RADIUS
I
TANGENT
C15
31.42
20.00
z
a
20.00
C16
31.42'
z
90'00'00.00"
20.00
C17
I
:3
w
I
C18
iLuo
35.00'
a
I
C19
197.06'
42.00'
268'49'50.22"
42.87
Q
0.37' (TYP.)
BACK OF WALK -' (
'
a
W O t�^p
-� I
0.00' (AT KNUCKLES
AND CUL-DE-SACS)
mjb z
Q
R/W i 16.5'
16.5' I
2.0'
I
z
F"'
2
4.87' (TYP.)
Q
=
4.50' AT KNUCKLES
W
4' �2%
AND CUL-DE-SACS)
I
45' TYP.' 5'
MAX
c
N
Q
10' (TYP.) 3' 22'
3T
3'
22' 3'
9.62' (AT KNUCKLES
Fl -
AND CUL-DE-SACS)
5' OR AT LEAST 20'
TYPICAL DRIVEWAY LAYOUT
-N.T.S.
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C15
31.42
20.00
90'0000.00
20.00
C16
31.42'
20.00'
90'00'00.00"
20.00
C17
27.13'
35.00'
44'24'55.11"
14.29
C18
27.13'
35.00'
4424'55.11"
14.29
C19
197.06'
42.00'
268'49'50.22"
42.87
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6
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+ i- N DOCUMENT M z Nei
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IQI J 70 II LL_ EASEMENT PER
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DOCUMENT
N 6867 �� 0 0207084777.
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PHASE / J 66
�r
1 W
CROSS SLOPE AT f �y
PHASE 2 ADA RAMP = 0.73% PROPOSED 0.79'
= LANDSCAPE EASEMENT R/W'
SEE SHEET 10 SEE SHEET 4
DROVERS -RUN ROAD WHISKEY CREEK DRIVE BERKSHIRE ROAD
PHASE 1
370
360
350
340
330
360
350
340
330
325
■� IMINE I1
MMOMMI
• �� ®■MIM
-I=ONE STING �
' • .
OEM AT FL
-�_
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1.4�
-91
9+25 9+50 10+00 10+50 11+00
L=136.63
EXISTING GROUND
AT FIL u
-0.34% N -0.27%
EAST FLOW UNE 1 1 1 1 1 1 1 1 1-1 L=144.42'
NEW SIGNW
0
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MMS
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NEW MONUMENT
1.4�
-91
9+25 9+50 10+00 10+50 11+00
L=136.63
EXISTING GROUND
AT FIL u
-0.34% N -0.27%
EAST FLOW UNE 1 1 1 1 1 1 1 1 1-1 L=144.42'
1
NEW SIGNW
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+
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0.21 %
o
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
i
L=47.76'
STORM DRAIN
1
11+50 12+00 12+50 13+00 13+50
WHISKEY CREEK DRIVE
SCALE: 1 " 10' VERT.
1 " 40' HORZ.
14+00
370
FA
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m
40' 0' 40' 80'
HORZ SCALE:1 "=40'
�O QROFESS/pN,
360 � �T 0 t Fy
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* NO 67602 fes+''
`
350 F of VV \
340
330
360
350
340
330
14+50 14+7525
APPROVED: L ALBERTO LOPEZ DATE
R.C.E. #67602
APPROVED: DANIEL PADILLA DATE
R.C.E. #67008 (EXP. 9/30/18)
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N
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cE> BLOWOFF VALVE
Lu
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m
+
L= 13.31
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o
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
' Q
K co
t° U
11+50 12+00 12+50 13+00 13+50
WHISKEY CREEK DRIVE
SCALE: 1 " 10' VERT.
1 " 40' HORZ.
14+00
370
FA
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m
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HORZ SCALE:1 "=40'
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360 � �T 0 t Fy
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* NO 67602 fes+''
`
350 F of VV \
340
330
360
350
340
330
14+50 14+7525
APPROVED: L ALBERTO LOPEZ DATE
R.C.E. #67602
APPROVED: DANIEL PADILLA DATE
R.C.E. #67008 (EXP. 9/30/18)
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6 CONSTRUCT HANDICAP RAMPS PER CAL TRANS DETAIL A88A, DETAIL B.
C� (E) FIRE HYDRANT
b
cE> BLOWOFF VALVE
Lu
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m
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(E) STREET SIGN
o
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
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D
STORM DRAIN
9 PROTECT IN PLACE.
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S
SANITARY SEWER
oco-
z V
O�d�1s/
O
O
X
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED.
w
WATER UNE
a
3a *P
GRADED SLOPE (SEE GRADING PLAN)
Q_
z
11 TO BE REMOVED AND RELOCATED.
w
- - TRACT BOUNDARY
O
w 8
RIGHT OF WAY
w
pN
PHASE UNE
_
N
w
c~n
z
14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4.
w
o
J
z o
TRAFFIC SIGNAL INTERCONNECT
U
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CONDUIT W/ PULL BOX
Fz aN c
5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3
m
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- -
SEWER EASEMENT
w
L
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M
a rr om a
w m�
GRADE BREAK
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w z a$ ^ 3
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
"B"
_ •3
17 CONSTRUCT TYPE CURB AND GUTTER PER BAKERSFIELD STD. ST -1.
STRAIGHT GRADE
•
NOTES:
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N2w
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3-
o �
CONSTRUCTION NOTES
w
w
O
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PER TYPICAL DRIVEWAY LAYOUT DETAIL AND PER DRIVEWAY DETAIL ST -7 ON
CURVE #
LENGTH
r
DELTA
TANGENT
V
O
SHEET 5.
I
z
Z
g
o.
I
C6
47.76'
30.00'
m
m
m
m
m
(o
a
O2 INSTALL STREET SIGN PER BAKERSFIELD STD. T-1 AND T-19.
OADJUST TO GRADE.
O4 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/ 4.5'
WIDE COMBINATION TYPE SIDEWALK PER BAKERSFIELD STD. ST -3.
W
>
O5 INSTALL STANDARD STREET LIGHT PER BAKERSFIELD STD. ST -14.
w
co
z
c�
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co
O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH).
Lu
m
O8 EXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.
U -
0
9 PROTECT IN PLACE.
>
>
W
U)
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O
X
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED.
a
a
o
Q_
z
11 TO BE REMOVED AND RELOCATED.
w
w
O
O
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17.
w
w
13 CONSTRUCT WALL PER SEPARATE WALL PLANS.
>
L
>
c~n
z
14 SIGNAL INTERCONNECT WITH PULL BOXES PER DETAIL T-34 ON SHEET 4.
w
o
o
15 CONSTRUCT TYPE "B" CURB & GUTTER PER BAKERSFIELD STD. ST -1 W/
5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3
m
m
m
1 6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
w
L
o
M
IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
"B"
17 CONSTRUCT TYPE CURB AND GUTTER PER BAKERSFIELD STD. ST -1.
CURVE
•
NOTES:
ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. (� N
FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. J
Z
J
W
>
Z
,�,
CURVE
TABLE
N2w
�
i
w
w
O
>�
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
V
O
U
I
z
Z
g
o.
I
C6
47.76'
30.00'
91'13'14.29"
30.65
a
W
a
�,
C7
46.55'
30.00'
88'53'44.27"
29.43
Z
W
II
Lu
C27
31.42'
20.00'
90'00'00.00"
20.00
Q
Y
0
m
_o
a
,
0.37'
0.00
(TYP.)-
(AT KNUCKLES
C28
31.42'
20.00'
90'00'00.00"
20.00
m
W
N
BACK OF WALK
-'
U
i
a
U i
AND CUL-DE-SACS)
�C29
149.56'
980.00'
8.44'37.77"
74.92
W
R/W
2.0'
16.5'
16.5 '
C30
157.73'
1020.00'
8'51'36.33"
79.02
>
I
I
4.87, (TYP.)
(n
�h
4.50 AT KNUCKLES
'
+F''
'2% MAX
AND CUL-DE-SACS
45• TYP.' 5'
10' (TYP.)
3' 22'
'3'
3'
3'
22'
9.62' (AT KNUCKLES
FL
AND CUL-DE-SACS)
5' OR AT LEAST 20'
TYPICAL DRIVEWAY
LAYOUT
m c
°'
F_
w
mc
m .
N.T.S.
w
w
W c
Lu
=
v
h
r
� c
�
LL
O
w
0 c
aG
��
a i
f
�
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380
370
350
340
370
360
350
I 340
O
335
SEE SHEET 10
DROVERS RUN ROAD
RELOCATE
POWER
POLE-
TENTATIVE
OLE-
TENTATIVE
TRACT
-MAP 7136-
F -I
z
BUCKING BRONCO C06RT
PHASE 2 I
40' 0' 40' 80'
HORZ SCALE:1 "=40'
380 370
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
J
0
BUCKING BRONCO COURT
SCALE: 1" 10' VERT.
1" 40' HORZ.
370 360
360 350
350
340
ktl��
340
335
94
370
360
360
350
350
340
12+50 13+00 13+50 14+00 14+50 5
BUCKING BRONCO COURT
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C20
54.98'
35.00'
90'00'39.60"
35.01
C21
197.72'
84.00'
134'51'50.33"
202.12
C22
13.70'
35.00'
22'25'35.37"
6.94
C24
7.09'
30.00'
13'32' 10.33"
3.56
C25
29.71'
25:00
Zq-
16.89
C26
191.78'
7
261'37'32.95"
48.63
C34
13.70'
35.00'
22'25'35.37"
6.94
M
GRADED SLOPE (SEE GRADING PLAN)
a
TRACT BOUNDARY
2.0' I
4-
---4----
V)
PHASE LINE
EAST FLOW
LINE
�-
CONDUIT W/ PULL BOX
-
SEWER EASEMENT
0
GRADE BREAK
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0.1
E
F
j
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0
0
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I
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w
t
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360 350
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340
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335
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360
360
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BUCKING BRONCO COURT
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C20
54.98'
35.00'
90'00'39.60"
35.01
C21
197.72'
84.00'
134'51'50.33"
202.12
C22
13.70'
35.00'
22'25'35.37"
6.94
C24
7.09'
30.00'
13'32' 10.33"
3.56
C25
29.71'
25:00
68'05'27.42"
16.89
C26
191.78'
42.00'
261'37'32.95"
48.63
C34
13.70'
35.00'
22'25'35.37"
6.94
340
335
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C47
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9+75 10+00 10+50 11+00 11+50
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RIO VERDE DRIVE
CURVE
TABLE
NEW ASPHALT PAVING
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C47
31.42'
20.00'
90'00'03.32"
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370
360
350
340
25 5
370
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360 W
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350
340
335
12+00 12+25
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CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C12
13.70'
35.00'
22'25'35.37"
6.94
C13
54.98'
35.00'
90'00'00.00"
35.00
C14
197.70'
84.00'
134'51'10.73"
202.06
C15
31.42'
20.00'
90'00'00.00"
20.00
C16
31.42'
20.00'
90'00'00.00"
20.00
C27
31.42'
20.00'
90'00'00.00"
20.00
C28
31.42'
20.00' j
90'00'00.00"
20.00
C31
13.70'
35.00'
22'25'35.37"
6.94
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31.42'
20.00'
90'00'00.00"
20.00
C33
31.42'
20.00'
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PHASE 1
SEE SHEET 11
TUCKER CREEK ROAD
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1 6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
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340
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C (0
340 O7 INSTALL TYPE 3 BARRICADE WITH OMI -1 OBJECT MARKERS (3 EACH). C W
c%4 C Z
OEXISTING STREET SIGNS TO BE REMOVED AND RELOCATED PER PLAN.0 w D
O9 PROTECT IN PLACE. V Q 0
10 OVERHEAD POWER LINES AND POLES TO BE REMOVED. V (,� a
360 1 1 TO BE REMOVED AND RELOCATED. Z ~ G W
12 CONSTRUCT 12' CROSS GUTTER PER BAKERSFIELD STD. ST -17. I-
13 CONSTRUCT WALL PER SEPARATE WALL PLANS. Lu W 0
j 4
50 SIGNAL INTERCONNECT WITH PULL BOXES PER DE=TAIL T-34 ON SHEET 4. C)
3
15 CONSTRUCT TYPE "B" CURB & GUTTER P1=R BAKERSFIELD STD. ST -1 W/
5.5' WIDE COMBINATION TYPE SIDELWALK PER BAKERSFIELD STD. ST -3
1 6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT
IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND
340
SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.
'
NOTES:
335 ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED.
i0 FLOW LINE STATIONING TYPICALLY NOTED AS FI_ STA = XX+XX.XX.
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DROVERS RUN ROAD
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CURVE #
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PHASE 1
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C32
31.42'
20.00'
90'00'00.00"
20.00
C33
31.42'
20.00'
90'00'00.00"
20.00
C35
31.42'
20.00'
90'00'00.00"
20.00
C36
1 31.42'
20.00'
90'00'00.00"
20.00
SEE SHEET 13
ALMOND CREEK DRIVE
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360
350
340
370
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350
340
335
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C40
31.42'
20.00'
90'00'00.00"
20.00 _
C41
31.42'
20.00'
90'00'00.00"
20.00
C45
31.42
20.00'
90'00'00.00"
20.00
C46
31.42'20.O
o'
90'00'00.00"
20.00
SEE SHEET 12
PAVING
SNOWY
RIVER DRIVE
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20.00'
90'00'00.00"
20.00
C36
31.42'
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LINE #
LENGTH
DIRECTION
L32
38.36
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L33
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ALMOND CREEK DRIVE
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C45
31.42'
20.00'
90'00'00.00"
20.00
C47
31.42'
20.00'
90'00'03.32"
20.00
C48
27.13'
35.00'
44'24'55.1 1"
14.29
C49
27.13'
35.00'
44'24'55.11"
14.29
C50
65.12'
42.00'
88'49'50.22"
41.15
C51
65.12'
42.00'
88'49'50.22"
41.15
C52 I
27.13'
35.00'
44'24'55.11 "
14.29
C53 1
27.13'
35.00'
44'24'55.11"
14.29
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11 10
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LINE #
LENGTH
DIRECTION
L1
231.37
S8(r 44' 32.84"W
L4
6.45
N89' 16' 07.03"W
L34
419.45
S80' 44' 32.84"W
L35
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C3
46.39'
30.00'
8835'51.22"
29.27
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448.54'
1966.00'
13'04'18.62"
225.25
C5
263.35'
2034.00'
Q
131.86
C6
47.76'
30.00'
91'13'14.29"
30.65
C7
46.55'
30.00'
88'53'44.27"
29.43
C54
165.04'
2034.00'
o
82.57
C55
13
30.00'
88°36'11.50"
29.28
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29.28
C57
91.01'
2034.00'
2'33'48.93"
45.51
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LINE #
LENGTH
DIRECTION
L1
231.37
S8(r 44' 32.84"W
L4
6.45
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L34
419.45
S80' 44' 32.84"W
L35
5.60
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CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
100.24'
2034.00'
2°49'25.22"
50.13
C2
46.40'
30.00'
88.37'34.17"
29.29
C3
46.39'
30.00'
8835'51.22"
29.27
C4
448.54'
1966.00'
13'04'18.62"
225.25
C5
263.35'
2034.00'
7'25'06.52"
131.86
C6
47.76'
30.00'
91'13'14.29"
30.65
C7
46.55'
30.00'
88'53'44.27"
29.43
C54
165.04'
2034.00'
V38'56.82"
82.57
C55
46.40'
30.00'
88°36'11.50"
29.28
C56
46.40'
30.00'
88°36'43.39"
29.28
C57
91.01'
2034.00'
2'33'48.93"
45.51
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* NO 67602
APPROVED: L ALBERTO Z
C It V v R.C.E. #67602
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APPROVED: DANIEL PADILLA
R.C.E. #67008 (EXP. 9/30/18)
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DATE
DATE
NOTE:
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NOTED.
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PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS
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LINE TABLE
LINE # LENGTH DIRECTION
L1 231.37 S80' 44' 32.84"16f
CURVE TABLF.
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
100.24'
2034.00'
2°49'25.22"
50.13
C2
46.40'
30.00'
88'37'34.17"
29.29
C3
46.39'
30.00'
88'35'51.22"
29.27
C5
263.35'
2034.00'
7'25'06.52"
131.86
C6
47.76'
30.00'
91'13'14.29"
30.65
C7
46.55'
1 30.00'
1 88'53'44.27"
29.43
w
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40' 0 40' 80'
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