HomeMy WebLinkAbout1.1-7158 Driveway RelocationB. NDA
it USED
S1=1 -
CURB AND
GUTTER TYPE "B"
DRIVEWAY
WITH COMBINATION SIDEWALK
D-12
- STANDARD
CHAIN LINK FENCE
D- I3
- STANDARD
CHAIN LINK GATES
D-14
- STANDARD
CA TCH BASIN TPE "A "
ST -22 -
STANDARD
SURVEY MONUMENT
ST- 10 -
STANDARD
CURB RAMP
PLAN A -88A
- (CAL IRA NS) STANDARD CURB RAMP
ST- 7 -
STANDARD
RESIDENCE DRI /EWA Y
ST -14-17 -
STANDARD
STREET CROSS SECTIONS
ST -2 -
STANDARD
MEDIAN CURBS TYPE "M"
ST -23 -
STANDARD
STREET LIGHT "MAST ARM" TYPE
ST -9 -
STANDARD
RESIDENTIAL CROSS CUTTERS
T-34 -
STANDARD
TRAFFIC SIGNAL INTERCONNECT,
WIRING AND PULL BOXES
T-1 -
STANDARD
STREET SIGN (POST TYPE)
s
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE j i 'i"NOTICE i i iCOMPLY
NTH THE TERMS 1GENERAL PERMIT TO DISCHARGE it •
ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ
AS AMENDED BY ORDER { 1 !,; ! !► AND ORDER 2012-0006—DWQ))
FILED WITH STATE WATER RESOURCESi ; i,.i IN SACRAMENTO
BEFORE BEGINNING OF i i
COMPLIANCE
, GENERAL PERMIT
r • Qr ; , STORM , .
POLLUTION PREVENTION PLAN
rrs B PREPARED,
t r,rD CONTINUOSLY CARRIED
OUT, _ , A-. i iNORMAL
i
CONSTRUC11ON HOURS.DISCHARGE 1EiN (WDID)
5F15C377382 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
CONTROL BOARD FOR THIS PROJECT.
THE EXISTENCE AND LOCATION OF MY UNDERGROUND UILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST
OF OUR KNOWEDGE ME ARE NO EXISTING UTILITIES EXCEPT AS SHOW ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWW AND MY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
Iii,I
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENEZS*(k MY WF. I
IMFOR + +`
HEREBYUNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS FAIOR TO CONST-
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
AND SPECIFICATIONS COMPLY
CITY OF BAKERSFIELD ORDINANCES, i' i AND DESIGN ,
ADVI-
SORY O. OTHER BOARD.
I AM RESPONSIBLE FOR ALL CALCULA11ONS AND DRAWINGS ON THESE PLANS
STAN-
DARDS, i DESIGN CRITERIA CORRECTED DURING CONSTRUCTION.
CONTACT"A PRE-CONSTUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT.
i i DIVISION AT .• • 4• AT LEAST 10 WORKINGDAYS
PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOI NTMENT
FOR PRE -CONSTRUCTION CONFERENCE. "
SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWI,-3t
INDICATEDCALIFORNIAt!
03/20/2017
Drawing File: FSTR7158
E. SMITH RCE 35473
EXP. 9--34-17
all
6 . 6
GUTTER 245 Li • DRIVEWAY'0 :9!
1 CONCRETE
WHEELCHAIR RAMP 1 E
SAWCUT 923 r l
CITY (DF I
TRACT No. 7158
RELOCATION OF ADA
COMPLIANT DRIVEWAYS
i■ i I
' i i A i
ei
BASIS OF BEARINGS
E `, R USED;
COPPER
ri • CONCRETE MONUMEN
AT CL JENKINS AND MEACHAM .i,i
RCE
, DATED 4-30-41 , : a
i r EO♦d Ken 1
I --- A oil
A PORTION OF PARCEL 4 OF PARCEL MAP NO. 12143, IN THE
UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 60, PAGES 33
AND 34 OF PARCEL MAPS, ' IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY.
E.
w No. 35473
W 9/30/17 '
IV1,10►
1.1-7158
Cl TY RECORDS ,
\ %I REINA I ROAD
�F
HAGEMAN R A€
TRACT 7158
o
alowIN
s
W z o tiT
C> gFF
ROSEDALE 1 HIGHWAY
VICINITY MAP
1
ADDITIONAL NOTES
i
UNE
1
DRIVEWAY
Trust
P.O. Box 24247
r
BCR
CURVE RETURN
BEGIN
ECR
' CURVE RETURN
PI
POINT INTERSECTION
■ CURVE
I
i
BC
CURVE
BEGIN
r
POINT O r O i 6 CURVE
r
O r CURVE
POINT
r
r
BEGINr , CURVE
EVC -
, CURVE
END VERTICAL
rr'
r r Ar
POINTO REVERSE
PCC
POINT OF COMPOUND r , r
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE j i 'i"NOTICE i i iCOMPLY
NTH THE TERMS 1GENERAL PERMIT TO DISCHARGE it •
ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ
AS AMENDED BY ORDER { 1 !,; ! !► AND ORDER 2012-0006—DWQ))
FILED WITH STATE WATER RESOURCESi ; i,.i IN SACRAMENTO
BEFORE BEGINNING OF i i
COMPLIANCE
, GENERAL PERMIT
r • Qr ; , STORM , .
POLLUTION PREVENTION PLAN
rrs B PREPARED,
t r,rD CONTINUOSLY CARRIED
OUT, _ , A-. i iNORMAL
i
CONSTRUC11ON HOURS.DISCHARGE 1EiN (WDID)
5F15C377382 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
CONTROL BOARD FOR THIS PROJECT.
THE EXISTENCE AND LOCATION OF MY UNDERGROUND UILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST
OF OUR KNOWEDGE ME ARE NO EXISTING UTILITIES EXCEPT AS SHOW ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWW AND MY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
Iii,I
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENEZS*(k MY WF. I
IMFOR + +`
HEREBYUNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS FAIOR TO CONST-
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
AND SPECIFICATIONS COMPLY
CITY OF BAKERSFIELD ORDINANCES, i' i AND DESIGN ,
ADVI-
SORY O. OTHER BOARD.
I AM RESPONSIBLE FOR ALL CALCULA11ONS AND DRAWINGS ON THESE PLANS
STAN-
DARDS, i DESIGN CRITERIA CORRECTED DURING CONSTRUCTION.
CONTACT"A PRE-CONSTUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT.
i i DIVISION AT .• • 4• AT LEAST 10 WORKINGDAYS
PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOI NTMENT
FOR PRE -CONSTRUCTION CONFERENCE. "
SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWI,-3t
INDICATEDCALIFORNIAt!
03/20/2017
Drawing File: FSTR7158
E. SMITH RCE 35473
EXP. 9--34-17
all
6 . 6
GUTTER 245 Li • DRIVEWAY'0 :9!
1 CONCRETE
WHEELCHAIR RAMP 1 E
SAWCUT 923 r l
CITY (DF I
TRACT No. 7158
RELOCATION OF ADA
COMPLIANT DRIVEWAYS
i■ i I
' i i A i
ei
BASIS OF BEARINGS
E `, R USED;
COPPER
ri • CONCRETE MONUMEN
AT CL JENKINS AND MEACHAM .i,i
RCE
, DATED 4-30-41 , : a
i r EO♦d Ken 1
I --- A oil
A PORTION OF PARCEL 4 OF PARCEL MAP NO. 12143, IN THE
UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 60, PAGES 33
AND 34 OF PARCEL MAPS, ' IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY.
E.
w No. 35473
W 9/30/17 '
IV1,10►
1.1-7158
Cl TY RECORDS ,
\ %I REINA I ROAD
�F
HAGEMAN R A€
TRACT 7158
o
alowIN
s
W z o tiT
C> gFF
ROSEDALE 1 HIGHWAY
VICINITY MAP
1
ADDITIONAL NOTES
OWNER: James Bryan Batey
Sr., Trustee of the
Cumberland Legacy
Trust
P.O. Box 24247
BAKERSFIELD, CA
93390
SUBDIVIDER: Rosedale Land and
Development Inc,
P.O. Box 20247
BAKERSFIELD, CA
93390
ENGINEER: SMITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA
93301
REVIEWED
r
r
TRAFFIC0 /_L� L/ / 13
i
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
NICOLAS 1 i• EXP. 12-31-18
PUBLIC WORKS �DIRECTOR
CITY OF BAKERSFIELD
I
NOTES.
1. PRIOR TO THE START OF MY PHASE.. OF CONSTRUCTION THE CITY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS
NOTICE. 326-3049
ENGINEER2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER
AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED
BY THE CITY OR HIS AUTHORIZEDAGENL
LOCA-
TION OF SEWER
LATERAL
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ALL UNDERGROUND IMPROVEMENTS, OF
STREET
RIGHT is WAY, HAVE BEEN C.1. • fMi PRIOR
riR ! THE
START OF MY CONSTRUCTION OF PAVING.
5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS
► STREET LIGHTSSHALL BE INSTALLED AT THE
DMSION OF i
INDICATED ON THESE PLANS. THE CONTRACTOR SHALL
ENSURE THAT ALL LIGHTS & SIGNS ARE PR04RLY INSTALLED.
6. SIGN PANELS SHALL BE MOUNTED ON POSTS NTH HAWKINS M213
SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL
ROADSIDE SIGNS 1i PER SID. SHALL BE LOCATED
WITHIN SIDEWALK • !.BACK.
7. ANY TREN04ING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE
BACKFILLED AND COMPACTED PER CITY STANDARD ST -22.
& AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLJC WORKS DEPARTMENT PRIOR TO ANY WORK BEING
PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE
OF THE
' '.
9. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL
PROVISIONS SECTION 86-6.01 OF tibINCLUDE-
AMERICAN
i TEK ECI THRU
SERIES
OTHERS ON APPROVAL LISTOR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER
IR mit 9
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ADDITIONAL
D':A O..
MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY.
ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LAND
SCAPE PLANS BY
Kill W.4101 I 19
LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIfIE WITH TWIST LOCK PHOTOCELL
(ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT
M. OF ' `! i LED STREET LIGHTINGSPECIFICATIONS.
NOTE TO STAMP A *C* ON TOP OF CURB OF MEDIM OVER EACH CONDUIT LOCATION.
WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE
'INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN.
C I ] DRIVEWAY RETROFIT TRACT 7158Y (DF �
CL DWAY
4" THICK SIDEWALK 4" THICK SIDEWALK
4' MIN. TYP. 2 � � 2 4' MIN. TYP. PL
LANDSCAPE 45 � � N � THICK SIDEWA i 5•� LANDSCAPE
F1 F I [D
R A K F11, F L
EX. 4)) 5' � EXISTING 5' ( EX. 4)'
SIDEWALK N S � D/W APPROACH � � � i SIDEWALK `
TRACT No. X158 � EX. FL
J 5" 12' - 20'
RELOCATION OF ADA
C0MPLIAf�T DRIVEWAYS -- CL AUSTIN CREEK DRIVE
REMOVED OR RELOCATED DWS TRACT 7158
CL DWAY
I I
( I
' MiN TYP 1C 2
45 TYP � XXXXXXxXXxxxXXX �
LANDSCAPE I54" THICK SIDEWAL
1
EX, 4" RELOCATED
``.7111vb,SIDEWALK I D/W APPROACH E
-,P-
ICT ti
,,,9,4IC ` 6506 1' SAWCUT MATCH OR
REMOVE EX. DRIVE APPROACH 5' 12' - 20' 5'
AND OR CURB AND GUTTER
CL AUSTIN CREEK DRIVE
EXISTING s --
TR
P`s'D Y,
t 1
3 f `
R`{j�{(j t 1 rpt ( t
FL,�
10,
d -i
2"1 i I,RER.tT♦
1 �� PER. FTr_
3,4
CONST. TYPE "B" CURB & GUTTER
iMTH 4.5' STANDARD TYPE SIDEWALK
PER CITY STANDARD ST -3
NOM- PG 64-10 TYPE "B"
x
CROSS SECTION -- 60 R f W
NOTES: PLATE ST -11 N.T.S.
MAXIMUM CROSS FALL TO EXISTING
LOW GUTTER SHALL BE 0.5' AUSTIN CREEK DRIVE
* SLOPE FROM HIGH GUTTER
SEE PLAN SHEETS STATION FROM *32+73.42 --- 33+37.07
2,
NST. TYPE. "B" CURB & GUTTER
WITH 45 STANDARD TYPE SIDEWALK
PER C' TY STANDARD ST --3
E.
No. 35473
` 9/30/27'
C A,0
2i
A' ►Ainl TVD /' L
a,,45' TYP. ^
I LANDSCAPE E
I
EX, 4"
C" SIDEWALK
lift
EX. FL
—1' SAWCUT MATCH OR
REMOVE EX. DRIVE APPROACH
AND OR CURB AND GUTTER
4D Y.
t
._
}} i F R //
t t '4�.r
10'' 2C '
}fl` PES fT.
t TS y,��j 4.
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t
L
i NOTE: PG 64-10 TYPE
,'B"
I . 'Oesw_ �_
TEJ;INt
PLAT ST -11
N J. & MAXIMU r1 CROSS FALL TO
-- 4x
LOW GUTTER TER SHAI l_ E 0.5'
XIS
SLOPE FROM HIGH GUTTER
A U S Iry1 N, "R, F �_ K DRIV SEE PLAN SHEETS
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L J
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REMOVED OR RELOCATED DWS TRACT 7158
CL DWAY
I I
( I
' MiN TYP 1C 2
45 TYP � XXXXXXxXXxxxXXX �
LANDSCAPE I54" THICK SIDEWAL
1
EX, 4" RELOCATED
``.7111vb,SIDEWALK I D/W APPROACH E
-,P-
ICT ti
,,,9,4IC ` 6506 1' SAWCUT MATCH OR
REMOVE EX. DRIVE APPROACH 5' 12' - 20' 5'
AND OR CURB AND GUTTER
CL AUSTIN CREEK DRIVE
EXISTING s --
TR
P`s'D Y,
t 1
3 f `
R`{j�{(j t 1 rpt ( t
FL,�
10,
d -i
2"1 i I,RER.tT♦
1 �� PER. FTr_
3,4
CONST. TYPE "B" CURB & GUTTER
iMTH 4.5' STANDARD TYPE SIDEWALK
PER CITY STANDARD ST -3
NOM- PG 64-10 TYPE "B"
x
CROSS SECTION -- 60 R f W
NOTES: PLATE ST -11 N.T.S.
MAXIMUM CROSS FALL TO EXISTING
LOW GUTTER SHALL BE 0.5' AUSTIN CREEK DRIVE
* SLOPE FROM HIGH GUTTER
SEE PLAN SHEETS STATION FROM *32+73.42 --- 33+37.07
2,
NST. TYPE. "B" CURB & GUTTER
WITH 45 STANDARD TYPE SIDEWALK
PER C' TY STANDARD ST --3
E.
No. 35473
` 9/30/27'
C A,0
2i
A' ►Ainl TVD /' L
a,,45' TYP. ^
I LANDSCAPE E
I
EX, 4"
C" SIDEWALK
lift
EX. FL
—1' SAWCUT MATCH OR
REMOVE EX. DRIVE APPROACH
AND OR CURB AND GUTTER
4D Y.
t
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}} i F R //
t t '4�.r
10'' 2C '
}fl` PES fT.
t TS y,��j 4.
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t
L
i NOTE: PG 64-10 TYPE
,'B"
I . 'Oesw_ �_
TEJ;INt
PLAT ST -11
N J. & MAXIMU r1 CROSS FALL TO
-- 4x
LOW GUTTER TER SHAI l_ E 0.5'
XIS
SLOPE FROM HIGH GUTTER
A U S Iry1 N, "R, F �_ K DRIV SEE PLAN SHEETS
SCALE.*
NOTES,:
-0.4761-47,
R2
S 66°03'31" W
W COUNTY OF KERN ROAD EASEMENT PER VOL .22
N 10*37'02" W
80,831
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N 10*37'02" W
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SANITARY DISTRICT NO. 1 PER DOC. #0200112815, O.R.
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CL IS 357.150
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KERN COUNTY PUBLIC HIGHWAY EASEMENT PER DOC. RECONSTRUCT TYPE "BOO CURB & GUTTER
NO. 0204105932 O.R. WTH 4.5 COMB. SIDEWALK TO ADA
COMPLIANCE
20" W1DE COUNTY OF KERN SLOPE EASEMENT PER DOC.
NO. 01990164111 O.R. RECONSTRUCT OR INSTALL STANDARD
CURB RAMP TO ADA COMPLIANCE
20' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT
PER DOC. NO. 0200025529, O.R.
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EX S TING
TRA C T NO. 5662 UNI T
CL IS 357.60
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EX. SEW
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R2
S 66°03'31" W
R3
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KERN COUNTY PUBLIC HIGHWAY EASEMENT PER DOC. RECONSTRUCT TYPE "BOO CURB & GUTTER
NO. 0204105932 O.R. WTH 4.5 COMB. SIDEWALK TO ADA
COMPLIANCE
20" W1DE COUNTY OF KERN SLOPE EASEMENT PER DOC.
NO. 01990164111 O.R. RECONSTRUCT OR INSTALL STANDARD
CURB RAMP TO ADA COMPLIANCE
20' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT
PER DOC. NO. 0200025529, O.R.
I-0
C-1)
17 16
X
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TRA C T NO. 5662 UNI T
CL IS 357.60
21
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Fin
No. 35473 v* m
9/30/17
CIVIL
OP c X1
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R3
N 10*37'02" W
DOLE ENTERPRISES
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No. 35473 v* m
9/30/17
CIVIL
OP c X1
DESIGNATED REMAINDER OF PAECEL 4
OF PARCEL MAP 12143 BK,60 OF PARCEL MAPS PG.24
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1.1-7258 DR/EWA Y RELOCA-TION
AUSTIN CREEK DRIVE