HomeMy WebLinkAbout1.9-7253CITY OF PUBNANIEL PADILLA RCE 67008
LIC WORKS
i
6 71(9
DATE: DATE:
TOP OF BRASS DISK ON TOP OF HEADWALL AT SOUTHEAST CORNER OF PANAMA LANE
AND SOUTH "H" STREET
NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION X 364
PID FU1624
ELEVATION = 349.00 (U.S.G.S. DATUM)
BASIS OF BEARINGS:
0 _wl HASES 1 AkND
BAKERSFIELD, CAI'LIFORNI/
THE BEARING SOUTH 89032'17" EAST SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER
OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN (ALSO BEING
THE CENTERLINE OF TAFT HIGHWAY - COUNTY RD NO. 25 & 2387) AS SHOWN ON LOT LINE ADJUSTMENT
NO. 56-94 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON.
SPECIAL NOTICE
oRy 0.
cs,,
No. C 053952 i'; `r
exp. 44 -ft
THE CITY OF BAKERSFIELD AND KERN DELTA WATER STORAGE DISTRICT WILL
NOT BE RESPONSIBLE FOR THE OPERATIONS & MAINTENANCE OF THE FACILITIES
SHOWN HEREIN. SAID FACILITIES WILL BE PRIVATELY OWNED, OPERATED, AND
MAINTAINED. THE CITY HAS REVIEW THE TRENCH, BACKFILL, COVER, AND
ALIGNMENT — NOT THE HYDRAULIC DESIGN OR FLOW CHARACTERISTICS.
.11 M , rl a
VICINITY MAP -
NO SCALE
; Z• 1
O TITLE SHEET
20 GENERAL NOTES
JUNCTION BOX DETAILS
OO TAFT HIGHWAY
® CHEVALIER ROAD — OFF—SITE
CD CHEVALIER ROAD — PHASES 1-2
LEGEND
OX SHEET INDEX NUMBER
--- DIRECTION OF DRAINAGE
IRRIGATION JUNCTION BOX w/NUMBER
IS#A INLET STRUCTURE W/LETTER
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DIAL TOLL FREE 1.800.227-2600
AT LEAST TWO DAYS BEFORE YOU DIG
ENGINEER'S STATEMENT
N
M
O
w Z
o -�
�- o
� � w
Q U CO r`
O
0
cs�
Q C/) coo N
O Q (0 00 00
0o
Q.
ESTIMATED QUANTITIES FOR
PLAN
N
w
O
CHECK AND INSPECTION FEE CALCULATIONS.
N
U-*)
0
NOT TO BE USED FOR BIDDING
PURPOSES.
Cl:)Ci
24" PVC (SDR -35) IRRIGATION PIPE
626 LF
I
V)
mN
Q
24" RCP IRRIGATION PIPE
538 LF
U
(n
�
0
30" RCP IRRIGATION PIPE
19 LF
W
--
In
_
JUNCTION BOX
6 EA
UW
�cf)
EAST HOSKING
AVENUE
r
INLET STRUCTURE WITH APRON
1 EA
VIn
W
w
TIE IN TO EXISTING
1 EA
(_
1
`
CD N
r
z
�-
I
�
�
�
U
U
WQ
�ry
k
< I—
J
LLI
McKEE ROAD
I
>
McKEE ROAD
ry
36
I
31
Q
wj
m
Q
I
¢
z
0
TA :T
I
d
�
Iry-
I
PROJECTI ITE
-
Ld
HAY
U
F—
(n
I J¢
W
�
0
m_
ry :;
ROAD
LLI
w
I
_
IZ
(/)
1
6ry
I
w
-N-
o
Q
>o
I
ry
U
s
�
U
VICINITY MAP -
NO SCALE
; Z• 1
O TITLE SHEET
20 GENERAL NOTES
JUNCTION BOX DETAILS
OO TAFT HIGHWAY
® CHEVALIER ROAD — OFF—SITE
CD CHEVALIER ROAD — PHASES 1-2
LEGEND
OX SHEET INDEX NUMBER
--- DIRECTION OF DRAINAGE
IRRIGATION JUNCTION BOX w/NUMBER
IS#A INLET STRUCTURE W/LETTER
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DIAL TOLL FREE 1.800.227-2600
AT LEAST TWO DAYS BEFORE YOU DIG
ENGINEER'S STATEMENT
N
M
O
w Z
o -�
�- o
� � w
Q U CO r`
O
0
cs�
Q C/) coo N
O Q (0 00 00
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE, AND BELIEF, COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY
ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES,, STANDARDS, OR DESIGN
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED DURING
CONSTRUCTION AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR
AS—BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER.
MA1061W
RCE 53952
EXP. 12/31/2019
1
NC-
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD OR
KERN COUNTY PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED
PRIOR TO ISSUANCE OF A PERMIT.
TAFT HIGHWAY
IIS — ■ �
KEY MAP Je"6l
SCALE: 1'=200'
m
Z m U O
¢ U � N ¢ p
a
V)
z
0
0o
Q.
00
N
w
O
N
U-*)
0
Cl:)Ci
NZ
I
V)
mN
Q
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE, AND BELIEF, COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY
ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES,, STANDARDS, OR DESIGN
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED DURING
CONSTRUCTION AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR
AS—BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER.
MA1061W
RCE 53952
EXP. 12/31/2019
1
NC-
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD OR
KERN COUNTY PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED
PRIOR TO ISSUANCE OF A PERMIT.
TAFT HIGHWAY
IIS — ■ �
KEY MAP Je"6l
SCALE: 1'=200'
m
Z m U O
¢ U � N ¢ p
a
V)
z
0
SHEET
OF 5 SH TS.
1.9-7253 Ph 1 & 2
Q.
0
Q
U
(n
�
0
Q
CNQ
W
In
UW
�cf)
z
D <tIIIW
r
_
VIn
W
0O
0
(_
Q�
CD N
r
z
�-
ry�
0
U
U
WQ
�ry
0
< I—
J
LLI
>
L�
ry
CL
ED
Q
m
0
z
U
�
Iry-
Ld
U
F—
(n
�
W
�
U
�
0
LLI
w
r
_
IZ
(/)
SHEET
OF 5 SH TS.
1.9-7253 Ph 1 & 2
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE
EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT
AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR 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.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
14. PALMETTO ENGINEERING AND LAND SURVEYING WILL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE
PLANS MUST BE APPROVED IN WRITING BY PALMETTO ENGINEERING AND LAND SURVEYING.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
16. SEE SEWER & STORM DRAIN, WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS
THAT ARE PART OF THIS PROJECT.
IRRIGATION PIPE NOTES
1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE IRRIGATION DRAIN PIPE SHALL BE THE
FOLLOWING:
A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III
(ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD
SPECIFICATIONS. (SEE GENERAL NOTE 2)
B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION
65-1.06 OF THE STANDARD SPECIFICATIONS.
C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65
OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2)
D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE
CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN
ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED.
IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE.
COB TRENCHING NOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE
CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND
COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR
PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER
AT THE CONTRACTOR'S EXPENSE.
5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL AND PROJECT
ENGINEERS. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED
TO THE CONTRACTOR. A FINAL COMPACTION REPORT SHALL BE PROVIDED TO THE PROJECT
ENGINEER.
�wROPOSED BOTTOM
OF
INSTALL 18" THICK
MIN. 3" OR LARGER
IIVJ 1 /1% LA_ I U I I Mar,% IVIIIV.
3" OR LARGER RIP—RAP
E INLET STRUCTURE "A" DETAIL
2 N.T.S.
INLET STRUCTURE "A" CROSS-SECTION
N.T.S.
OUTLET DETAIL
2 N.T.S.
DITCH
R
PROPOSED
BLOCK WALL
Ld
ST o
RW 6" CMU
LANDSCAPE LOT z 10' PRIVATE IRRIGA11ON
WIDTH VARIES Z MAIN EASEMENT
10' I 6'-16' o
A Q
o�
6' BW LANDSCAPE AREA _ TRACT
c-' 5'
HP I HP 2 2' HP g 7253
2 I o
GRADE 2:1
k
,`,° ,;, FINISHED PAD
77
SIDEWALK
CURB & GUTTER PRIVATE IRRIGATION MAIN
I TAFT HIGHWAY SECTION
SCALE: 1" = 5'
TRACT
7253
to
GRADE 2:1
I�I�1��:1�117:G7
R
I—
I ,
�— PROPOSED
j BLOCK WALL
I 6" CMU
I
I '
I
3,
I
I iI
HP 2' 2' 1 I
5.33' BLOCK WALL
EASEMENT
ST
RW S LANDSCAPE
I -'-LOT
8' LANDSCAPE AREA BW
(
I
HP 2'
6'
2%
PRIVATE IRRIGATION MAIN I
J CH EVALI ER ROAD SECTI N
�Iv SCALE: 1" = 5'
1.9-7253 Ph 1 & 2
n
0
�Q
w z
cn O X
Q
¢ U
r 00 ►'�
r�
wC:)� I
= w d- O
Qc�
(%j coo N
r
C: 00
)
(z)
CO co
N U-)
C:)
r -
I Cn M N
Cn m O h
CID ¢ Cn C.D co
ci
m
zpmpUO
was' wz
m
¢ U Q::� ¢ o
DCnDUD�
w
Im
z
(o
Cn
w
ry
2 OF 5 SH TS. I
Q
z
ry
O
LL_
Q
U
tf)
O
Cn
T
�
Q
N
Fes-
Q
Q
f—
�
I—
W
E
�
0
UW
�Cf)
z
ry
x
O
r-)<
m
E
Oi
o
O
I—
<C I�
>_
I—_
U
ON
z
T
r
r�
o
U
WU
E— �
Q
W
C/-)
W
>
LI
r
O
n
W
T
Q
m
II
O
,-
z
U
_O
I --
nry—
W
U
F
W
U
W
I-
�
O
W
W
r
E
n
cn
2 OF 5 SH TS. I
CONSTRUCTION NOTES
FTl INSTALL 24" RCP PIPE (PRIVATE IRRIGATION MAIN) SEE PLAN MEW FOR
APPROXIMATE LENGTHS.
M INSTALL 30" RCP PIPE /PRIVATE IRRIGATION MAIN) 3B PLAN MEW FOR
APPROXIMATE LENQTHEL
M CONSTRUCT JUNCTION BOX PER C.O.B. STD. DWG. D-18
R] CONSTRUCT NEW IRRIGATION DITCH PER TYPICAL SECTION(I
F5_1 INTENTIONALLY OMITTED
�U REMOVE EXISTING PRIVATE IRRIGATION MAIN AND DISPOSE OF PROPERLY.
M INTENTIONALLY OMITTED
[81 REMOVE EXISTING CONCRETE HEADWALL AND DISPOSE OF PROPERLY.
F_9FI BACKFILL AND COMPACT EXISTING IRRIGATION DITCH PER SOILS REPORT
RECOMMENDAll0N3,
R-01 EXISTING |RR|QAllDN DITCH TO REMAIN IN PLACE UNTIL THE DEVELOPMENT OF THE
ADJOINING PROPERTY BY OTHERS.
ALL PLAN NEVV STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
NO SCALE
F
00.10+77.94 12+b2.00 1 12+82.00 13 1
209 LF±
CD
PAVEMENT (SHOULDER) -1 uj F_9FI
PROPOSED EDGE OF
_47,
10 y
6 of �j R=16
rPROPOSED RIGHT-OF-WAY
3 SEE NOTE "B" BELOW
TMH=347.57 PROPOSED BLOCK WALL SEE NOTE "C"
EX 30" INV W=343.03 BELOW
�f - R=16'
rk,
EX 36" INV N=342.89 I DETAIL
f SEE
Lo Z PROPOSED EASEMENT r-rNvr-%.)SED
CD FLOWLI
INE
(AS PART OF THIS PROJECT)
STREET RIGHT-OF-WAY
PROPOSED PRIVATE IRRIGATION MAIN DEDICATION (BY SEPARATE
EASEMENT (TO BE DEDICATED BY
SEPARATE INSTRUMENT)
HEATHER MEADOWS
DRIVE CHEVALIER ROAD
rA� AREA DETAIL AREA DETAIL AREA DETAIL
`
SEE DETAIL
10+77.94 SEE DETAIL 00 12+ 605 LF± 56 L 20+00.00 /—SEE DETAIL
12+12. 82.00 F:1 4-H
SEE NOTE "A" BELOW
TOP 10
TOE -
0 201'
EXISTING68- RCP
IRRIGATIC� MAIN
sx
wz SEE NOTE "C"
BELOW
PROPOSED PRIVATE IRRIGATION MAIN
,_,z EASEMENT (TO BE DEDICATED BY
| /
/C) Zn
/
| '
< 0 0|
| |
| |
Of �� .� 1�.�"
/ o 0 ��K�����K��� ��
-- , v��^� "" "��v^ mm��������'
' �� U
---~~ / ��U �� NOTE"/\"� DRIVE
G� EXISTING P�VATE|R�QA�0N DITCH8E BACKFILLED
AND COMPACTED PER CITY STANDARDS AND SOILS REPORT
RECOMMENDATIONS, COORDINATE WITH KERN DELTA -PRIOR
r~oo TO BACKFILLING.
*|Uz�� +|�� $$B$$:
|��i�'� !�(� NOTE
REMOVE EXISTING IRRIGATION MANHOLE HEADWALL AND 38^
IRRIGATION MAIN AND REPLACE NTH NEW JUNCTION BOX.
BACKFILL AND COMPACT TO 00% MAX. DENSITY, AND PER
CITY STANDARDS AND SOILS REPORT RECOMMENDATIONS,
INSTALL 19.��
. L[� COORDINATE WITH KERN DELTA -PRIOR TO BACKFILLING.
'
30" RCP 0 16i9% \ ' "
. � . INSTALL 201' LE± 2� RCP @ 0.12%
T 14 15 PROPOSED EDGE OF PAVEMENT SHOULDER
-U*) (SEE STREET PLANS FOR DETAILS AND DIMENSION S)_:� C4
PROPOSE) E R/W (BY OTHERS)
PROPOSED RIVATE IRRIGATION MAIN STREET RIGHT-OF-WAY
EASEMENT (TO BE DEDICATED BY DEDICATION (BY SEPARATE
SEPARATE INSTRUMENT) INSTRUMENT)
to f?� f�� FUTURE COMMERCIAL
zilk V) Z*lz V) EXISTING RESIDENTIAL OZ
co => vi =:> . 0 AN ENCROACHMENT PERMIT IS REQUIRED FROM THE CITY Z
14- -.4- W OF BAKERSFIELD FOR ALL POR11ONS OF IRRIGA11ON
0 o o PIPELINE WITHIN CITY RIGHT-OF-WAY. ENCROACHMENT
04 p PERMIT SHALL BE IN-PLACE AT FINAL MAP RECORDATION.
0 PHASE 1
INSTALL 46'LF.±
24!' RCP 0 0.127.
INSTALL 6L�±24!
(- ,
.-
C14 z CO Z
-� -�«���
����«� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .����^�
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
..................................
. . . . . . . . .
. . . . . . . . .
-� . . . . . . . . . �����
��~�«� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .��-�x�
(APPROVYA /T)
t�\. . . . . . . . .
SEE NOTE ~ .^L~. . . . . . . . . .
�°u."n,.�v°�"m.".m^� / ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
. . . . . . . . .
APPROZIMA
-_-. . . . . . . . .
--F ��_-�_-_��-�_ `,_`_``-_`�_�_ �_-��_ .. . .. . . . .. . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.
346 ��_-��`�-3�� | HGL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-��-�_. . .�_.. . . . ...
- .
�/8/�����f
' | ' ' ' ' ' ' ' ' ' ' ' '(-(l20�\ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~-~m
~_�-�� __-�� ~_~_^�~ ^_^_�� �_�.._.-.~.._. ._.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
\ |/ -�--- -`---- -----' --�-� --�-- --�-- --�--' --�-- --�_- __�__ __�_. ���'o/
' ' ' ' ' ' ' ' ' ' ' ' ' /9R0^�� ' ' ' ' ' --�-- --`-- ---~-- --''
-� /\ '(AP ' ' ' ' ' ' ' ' ' ' ' ' ^'~ ~~'~' '�~~~~� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '344 -����
��u�u� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' �1' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '���-�
/ \EX | ---�-----------------�---�----�---�-----,---�--- ---�----�---�---�--_�----�-___�____�� ' '
INV RO)OVA 7E)
. . . . . . . . . . . . . . . . . . . -_____-�__-_-_ _______�____--_�________�_____--`_-_
`-'~--' 343.56
`�-
' ' ' '�Y2.
' '''. ' ' ' '''. ' ' ' .' ' ' ' '''. ' ' ' ''.' ' ' ' '''. ' ' ' '''. ' ' ' '''. ' ' ' '
INV
���y� L=41.='
`'�-����. . . . . . . . . . . . . . .. . . . . . . . . . . . ' ' ' ' . . ' ' . . . . . ' ' . ' ' . . ' ' . . . . . . . . ' . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .'''
342
/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . ui . . . . . . . . . . .
ALLyERIFY . . . . . . . . . . . . . . . . . . . . . . . . . . . .Z5Z>. . . . . . . . . .
E�EVADON.0F 80StING IRR�ATION MNN PRIOR TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . D`�. . . . . . . . . .
ANY. CONTACT IF ENGINEER J�E�E. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -p
ARE ANY DISCREPANCIES. . . . . . . . . . . . . .
. . . . . .340.33. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .
-���� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '' ' ' +1' `�� *340 �����
^�-�^� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0). . . . . . . . . . . . . . . . . . . . . . .` . . . . . . . . . . . . . . . . . . . . . .^�-r~�
262
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o��/.2 . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . 8" . �^�J *8" yAJE� MAIN
PROPOSED
SEWER
~�-�%� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~�-���
������ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .������
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 8+00 19+00 20+00 21+00
IRRIGATION MAIN—DITCH PROFILE
iq
'oil ro,
00
.~
` oo�� cz
, ~_
~< C.) -< CD
ry
0
_]
0
11
cf) 0
z
�� LJ
.
[\- | �-
v,
c)u/ ~
�J
I--~
--(0 C�
C��� L� <
v
][
Z[L L_ -�
�� �� CD
~~
-- | --
��
~��
CD L-0 ��
__
��
C� � --
--
�
[,.'.
c� 0
0 .
Lij
��
���
_ _j
�- LU
> -_
-- Ul
Oy
[L Ld
CO
LI
0
0
0 1_
Li 0L
ry
0
�- U7
LU
r)
0
Ld F__
-� Li
0 LU
ry | | ][
| |
SHEET
3 OF 5 SHTS U
1.9-7253
P&= 1 0^ 2
CONSTRUCTION NOTES
E� INSTALL 24" PVC (SDR -35) PIPE (PRIVATE IRRIGATION MAIN) SEE PLAN VIEW
FOR APPROXIMATE LENGTHS.
M2 INTENTIONALLY OMITTED
❑D CONSTRUCT NEW IRRIGATION DITCH PER TYPICAL SECTION e.
3
4❑ INSTALL INLET STRUCTURE PER DETAILS 2 & 2
05 INTENTIONALLY OMITTED
® INTENTIONALLY OMITTED
M7 INTENTIONALLY OMITTED
® BACKFILL AND COMPACT EXISTING IRRIGATION DITCH PER SOILS REPORT
RECOMMENDATIONS.
Q INTENTIONALLY OMITTED
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
r-) / _N
< N Ln
�Ld
I
—
ry 07
LIJ L>J=
Lv
(J)
(n
> =
= 0-
W
� 15+1 .27
U
Me
Lb Z 4 TAFT HIGHWAY
402't (SEE SHEET3)
10'fN z_ CENTER UNE OF
INSTALL 18 THICK MIN. STREET RIGHT-OF-WAY 3/
3" OR LARGER RIP -RAP
- - -------- --------T ---- ---------q-------- -- ---- ------ �-(PROPOSED IRRIGATION DITCH
------------ - ��
Lo
swap
`R%E� INE (BY 0) ���� 0 I
8 CENTERLINE OF CHEVALIER ROAD 30, 38 0
--- ---- ---�---------------- ------ ---- : , "
--- ��---- Tjr jr,T--- rpt � rr �i if7— sr---------i^r------- �fi ----- Tjl.-- i� ------
16
rfi
16 - - 17 N00 39 39 E 18 19
-- ---- --- ---- ---- ----a-- -- --- -- --t r I O
CD
—y— —y—
\\\�
F 1
I
U
V) OFF—SITE
O
U
J �
CV Lu
QE LOC
z
8 N �
N F -
Q � J
Lo Z
350 ................... .................................................................................................350
348.....................................................................................................................348
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
346 .... f7N/. /ED ,�JRFACE PRO 2E ALGYI/G -TOP F HEADWALL .....................................................................r... � :........ 346
!'Fi'0�?0, /RR/G.QIIGYV"�G1�4//G 344.90 E:bSNG SI/RFA6F PR0�7LE•ALOV 0
FUIURE fZO1tiL/NE PRC1F/LE
G27VTER •0f" PR6PO,2D DITOV -
. . . . . . . . . . . .HGL= . . . . . . . . 344.57
-------------------•--- --- ----. - 344.54
: --——— GL�--- : : : : : NGL : : :
344 . .............. .344
HGL= HG =
344.10 344.17
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f�0ty1/NE, / /GATI01/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . tK . . . . . .
TOP OF APRON=
342 3441.93 __ : - --- _----------.---- --- - -- -- . 342
1=41.85"
1 ................ . .. ...................................................................... ...... ......
w� wx
mo mo
U U
340. .......... I .............................................................................. co
:340
CV Lo
rn+ rn
CHEVALIER ROAD
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
338. ........ :338
....................`....................................................................................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
336:...: :...... :.......: :...........:...... :...........:...... :...:336
15+00 16+00 17+00 18+00 19+00
0
I
HORIZONTAL: 1"=40'
VERTICAL: 1"=2' -
n
Ir—
ro
r�
r7 rn
O
Q
w 0
ry
O
—1 U L0
0
<
<C
O -� LQ
w o �I o
Q (%� (o N
O w ^p' -p
� m
mlol I 10-0
N O O
Z
CV cn c/')cn p N
O
C.0 -::'C C/-) C D (.0
lam
z
CD
cn
w
El
z
Iz
O
Q
U
0
z Ld
Q W
I Q (n
c
U cn - I-1-
z
I— � m O
oQ
z o
O I O Q
I— >-- O
Q I— C):�
0N z
D ry
� U -
- —I
U
�
ry
< >
Q W Ld
>ry (/0 U
Iy
a Ld
m
LL
O
Z
I— O
U �
Lv n-
I I m
U
I— 07
W
I— p
U
W F --
D W
O w
m =
m
6"I:IaTm
4 OF 5 SH TS.
1.9-7253 Ph 1 & 2
1.9-7253 Ph 1 & 2