HomeMy WebLinkAbout1.7-6557-1 Record DrawingM
yam.
r
11K :IFI S IIELml) C)LJI 41m) IF= 14
A Em F=l 1( F1
.17r)( (:)I= E3A
AU U
r A h I 1:!i
IL CL
71 w OL
PHASE � ONL Y
s
�m�eeeeeee ee
Nor 1057.5'
195. tO.Q' m S89"48'08'E
S89'48'08"E S00"11'52"W
Pi M ENGINEER"S N0710E
TQ C�ONTRAGT�RS
THE EMSTENCE IWO 1pCAl'K)N OF ANY UNDERGROUND UTIMY PIPES OR
STRUCTURES SHOWN ON iIiESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO D(IS'I1NG
U11LfflES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS iZEQiIiREA TO TAKE DUE PRECAUTIONARY MEASURES TO
PR41ECi THE UTILITY UNES SHOWN AND MIY 01hikR LINES NOT OF RECORD OR
NOT SHOWN ON THIS DRAWING.
aNcINER sHau. NOT BE RESPONSIBLE FOR THE ACCURACY OR coMPLEFENEss
OF ANY SUCH iNfC1RMR1i0N OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE COAfI'ACTEb 7W0 4WORKiNG DAYS PRIOR
TO CONSTRUCTION. 1 --500- 227 -2600.
ENGANEER
Q�-01000-- 0-- sTMec aNsuLrnNc, INC.
1400 18TH STREET
BAKERSFIELD, cn 93301
L TOLL TREE
00- 227mm2600
FAST ?W4 DAYS
rstrORE YOU U!G
t!lN��6RO�N+ID SERIACE AtERT OF SOtnFM CALIUM
53.3'
NOO *11'52*E
ENGiNEER'S
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY M£ OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY
WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE
ADVISORY AGENCY OR OTHER RESEW BOARD,
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CR IA ENCOUNTERED DURING CONSTRUC`DON . .
SMALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER,
ate a ffirAKER RCE 159320
ocao os /ao /os ouch
N
p -,;A",
%4CINffY MAC'
{
BENCH MARK USED
CHISELED SQUARE ON TOP OF CURB AT END OF
CURB RETURN AT THE NE CORNER OF CHURCH
PARKING ON LONDONDERRY AVE.
ELEV.. = 353.082 USGS
PARTIAL TRACT NO. 5958 ..■,. PHASE 1 PLANS
BASIS---C>F BEARINGS
THE soup uNE OF THE SOUTHEAST/4 SECTION
27 rowNsHtP 30 SOUTH, RANGE 27 EAST. Mu8
s. a dcao c 0eRn411 c" C Ac euntuU AM
SOILS REPORT AND SITE TERRAIN, PREPARE HIS BID PRICE BASED ON HIS OWN
7.
FILL SOILS SMALL. BE PLACED IN LIFT'S APPROXIMATELY 8 INCHES THICK
0
ANALYSIS OF THE WORD REQUIRED,
EAril-HWORK
MOISTURE-CONDITION AS NECESSARY, AND COMPACTED TO ACHIEVE AT LEAST 90
PERCENT OF MAXIMUM DENSITY AS D�RMINED BY AS�'M TEST METHOD D1557.
28.
CgiADING NOTES
0 05
ADDMONAL LIFTS SHALL NOT BE PLACED IF THE PREVIOUS LIFT DID NOT MEET THE
ONE-HALF CONTOUR INTERVAL
--
REQUIRED DRY DENSITY OR THE SOIL CONDITIONS ARE NOT STABLE,
THE QUMTIT'IES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES
STANDARD PACIFIC HOMES
8.
TOP U FILLS AREAS SHAD. BE CLEARED OF ALL
PRIOR LACING STR CTURAL
a
ONLY, AND SHALL NOT BE USED- FOR BIDDING PURPOSES. THE
BAKERSFIELD DIVISION
11
ALL GRADING SHALL CONFORM WITH CHAPTER 33 OF THE CALIFORNIA BALDING _ CODE
24. DURING GOING, WASONABLE SEARCHING � BE PERFORMED FOR CONCEALED
CONTRACTOR SFIAL.L MAKE F IS ESHMATE OF QUI ITIT�IE FOR BIDDING
4700 STOCKDALE HIGHWAY, SUITE 100
00)
AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN
SUBSURFACE OBS'TRUC'TIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHALL BE
MS PROJECT.
BAKERSFIELD, CA 93309
AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING
ASSOCIATES, INC. PROJECT NO. 022-05244 DATED FEB. 07, 2006.
REMOVED, IF THE MINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT
OR SPECII= ��ATIoNS, HE SHALL SUBMIT A WR�TTEN REQUEST FOR INTERPRETATION .
E
OR A CORRECTION THEREOF, PRIOR TO UNG HIS 81D FOR THE PROJECT.
, D MAINTAINED AGAINST EROSfON,
COVER INDIGENOUS TO THE ARC AN
LIMITS, THE PIPING SHALL BE REMOVED WITHIN THE PROJECT AND PROPERLY
ALL QUANTMES ARE CALCULATED BASED ON A 0.3 FEET LOSS DUE TO
2.
R RING
THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISO CONTROL
CAPPED AT THE PROJECT BOUNDARY.
CLEARING AND GRUBBING OF THE SITE. THE ENGINEER DES NO
ALL CUT AND /OR FILL SLOPES SHALL NOT BE STEEPER 2 HORIZONTAL TO 1
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS
WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR.
HAS A DMCIENCY OR EXCESS OF SOIL, HE SHALL. IMMEDIATELY CONTACT THE
REPORT, SP£CIFIC0014% AND CODE W17HIN HIS PURVIEW.
• 25* THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE STAKES AT THE
SH *4:) x
11.
•
BEGINNING OF THE WORK TO ESTABLISH. AUGNMEN`f AND GRADE. ANY GRADE STAKES
THE RELOCATION OF THE KERN DELTA WATER DISTRICT FARMERS CANAL IS
11
3,
GRADING WORK SHALE. BE SUPENSED AS ENGINEERED GRADING IN ACCORDANCE
OR REFERENCE POINTS WHICH MAY BE LOST OR DYED BY THE CONTRACTOR
OUT OF SCOPE OF THIS GRADING PROJECT AND THEREFORE THE
2 GOER SHE'
WITH C 33 OF THE CALIFORNIA BUILDING CODE.
DURING TIME PROGRESS, OF HIS WORT{ SHALL 8£ R£PLAM AT THE CONTRACTOR'S
QUA�ITO ES SHOWN LOW DO NOT INCLUDE ANY EARTHWORK RELATED TO
•
FURTHER STUDY. THE OWNER WILL NOTIFY THE PROPER NJTHORMES AND DMOP
EXPENSE. THE ENGINE MAY REQUIRE FIELD CHEF AT ANY STAGE OF THE WORK.
THE RELOCATION OF THE CANAL.
GRADING PLAN
4•
SURFACE DRAINAGE SHALL BE ONE (1) PERCENT MINIMUM TO APPROVED
HE COST OF THESE WELD CHECKS SHALL 8E BORNE BY THE OWNER.
PHASES 1 AND 2
3• GRADING PLAN
BENCHED TO SUPPORT FILL A
DRAINAGE FACIUIIES, EXCEPT AS WKVED BY THE BUILDING OFFICIAL.
EXISTING ABANDONO IRRIGAA11ON FACIL11JES MAY BE ENCOUNFM DURING GRADING
EXC AVA110N 2259797 C.Y
4• GRADING PLAN
OPERATIONS, IRRIGATION PiP'E* � PIPES, STAND PIPES, EI"C, SHALL BE REMOVED
26* THE CUT AND FILL VOWMES ARE AI~i 1CIPATED TO HAVE A COMPAC'nON OF 1.30•
FiL.L 255,298 C. •
5. GRADING PLAN
5.
CML ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL SHALL BE
THE ENGINEER MAKES NO WARNM EITHER DIRECT OR IMPLIED THAT THIS WILL BE
EXPORT 0 C.Y.
B. DETAILS
150
NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO THE PLACING OF ANY FILL MATER.
ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL OCCURS, THE
STORED ONSITE FROM TRACT 8387 18,293 C,Y. .
7. DETAILS
OF HIS KNOWLEDGE. THERE MAY BE OTT LINES IN THE GROUND. IT SHALL BE THE
CONTRACTOR SHALL. IMMEDIATELY CONTACT THE ENGINEER, WHO SMALL DETERMINE IF
IMPORT 11,208 C.Y.
CONTRACTORS RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY
80
-
ALL FILL SMALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT
ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BELWEEN CUT AND FILL.
ASSUMED SHRINKAGE FACTOR 22%
ASSOCIATED WITH CONSTRUCTION ACTMTY SHALL BE FILED WITH STATE WATER
RELATIVE COMPACTION AS DETERMINED BY APPROVED METHOD PER SECTION 3305
OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY AND
27. THE CDT AND FILL. QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES
P 77.87 AC.
PROJECT GROSS ACR��GE
TOTAL NUMBER OF LOTS 308
.
REPORT FROM 50IL.5 ENGINEER
ONLY. THE CONTRACT01 SHALL, AFTER EXAMINING THE PLANS, THE PRELIMINARY
- -
-
s
�m�eeeeeee ee
Nor 1057.5'
195. tO.Q' m S89"48'08'E
S89'48'08"E S00"11'52"W
Pi M ENGINEER"S N0710E
TQ C�ONTRAGT�RS
THE EMSTENCE IWO 1pCAl'K)N OF ANY UNDERGROUND UTIMY PIPES OR
STRUCTURES SHOWN ON iIiESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO D(IS'I1NG
U11LfflES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS iZEQiIiREA TO TAKE DUE PRECAUTIONARY MEASURES TO
PR41ECi THE UTILITY UNES SHOWN AND MIY 01hikR LINES NOT OF RECORD OR
NOT SHOWN ON THIS DRAWING.
aNcINER sHau. NOT BE RESPONSIBLE FOR THE ACCURACY OR coMPLEFENEss
OF ANY SUCH iNfC1RMR1i0N OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE COAfI'ACTEb 7W0 4WORKiNG DAYS PRIOR
TO CONSTRUCTION. 1 --500- 227 -2600.
ENGANEER
Q�-01000-- 0-- sTMec aNsuLrnNc, INC.
1400 18TH STREET
BAKERSFIELD, cn 93301
L TOLL TREE
00- 227mm2600
FAST ?W4 DAYS
rstrORE YOU U!G
t!lN��6RO�N+ID SERIACE AtERT OF SOtnFM CALIUM
53.3'
NOO *11'52*E
ENGiNEER'S
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY M£ OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY
WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE
ADVISORY AGENCY OR OTHER RESEW BOARD,
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CR IA ENCOUNTERED DURING CONSTRUC`DON . .
SMALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER,
ate a ffirAKER RCE 159320
ocao os /ao /os ouch
N
p -,;A",
%4CINffY MAC'
{
BENCH MARK USED
CHISELED SQUARE ON TOP OF CURB AT END OF
CURB RETURN AT THE NE CORNER OF CHURCH
PARKING ON LONDONDERRY AVE.
ELEV.. = 353.082 USGS
PARTIAL TRACT NO. 5958 ..■,. PHASE 1 PLANS
BASIS---C>F BEARINGS
THE soup uNE OF THE SOUTHEAST/4 SECTION
27 rowNsHtP 30 SOUTH, RANGE 27 EAST. Mu8
s. a dcao c 0eRn411 c" C Ac euntuU AM
SOILS REPORT AND SITE TERRAIN, PREPARE HIS BID PRICE BASED ON HIS OWN
7.
FILL SOILS SMALL. BE PLACED IN LIFT'S APPROXIMATELY 8 INCHES THICK
0
ANALYSIS OF THE WORD REQUIRED,
MOISTURE-CONDITION AS NECESSARY, AND COMPACTED TO ACHIEVE AT LEAST 90
PERCENT OF MAXIMUM DENSITY AS D�RMINED BY AS�'M TEST METHOD D1557.
28.
CONTOURS SHOWN ON THE PLANS HAVE AN ACCURACY OF PLUS MINUS
0 05
ADDMONAL LIFTS SHALL NOT BE PLACED IF THE PREVIOUS LIFT DID NOT MEET THE
ONE-HALF CONTOUR INTERVAL
co to
co to
REQUIRED DRY DENSITY OR THE SOIL CONDITIONS ARE NOT STABLE,
29.
PAD EL EVATI0% SHOWN ARE FOR ROUGH GRADING. AFTER COMPL■EfION OF BUILDINGS,
8.
TOP U FILLS AREAS SHAD. BE CLEARED OF ALL
PRIOR LACING STR CTURAL
a
ALL LOTS SMALL BE FINE GRADED TO SLOPE TO THE SLREI=TS OR DESIGNED DRAINAGE
,ALL
VEGETATO N AND OTHER UNSUITABLE SUITAABL E {NAIL.. THE AREA SHALL BE SCARIFIED TO A
Lu
U,
CDC• AS SHOWN ON TYPICAL GRADING DETAIL ON SHE` Sa
NOUN*
DEPTH OF 0,3 FAT AND RECOMPACTED TO AT LEAST 90% RELATIVE COMPACTION OR
AS STATED IN THE GEOTECHNICAL REPORT BY KRAZAN AND ASSOCIATES.
00)
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN
-
AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING
94
THE FACES OF ALL CUT AND FILL SLOPES WITH A GROUND
- BE
I.
OR SPECII= ��ATIoNS, HE SHALL SUBMIT A WR�TTEN REQUEST FOR INTERPRETATION .
E
OR A CORRECTION THEREOF, PRIOR TO UNG HIS 81D FOR THE PROJECT.
, D MAINTAINED AGAINST EROSfON,
COVER INDIGENOUS TO THE ARC AN
31,
THE GRADING CONTRACTOR IS RESPONSIBLE FOR PROVIDING A BiAI.ANCED EJ4RTHWORK
0•
ALL CUT AND /OR FILL SLOPES SHALL NOT BE STEEPER 2 HORIZONTAL TO 1
PROJECT. IF THE CON'T'RACTOR DURING THE PROCESS OF CONSTRUCTION, FINDS HE
VERTICAL
HAS A DMCIENCY OR EXCESS OF SOIL, HE SHALL. IMMEDIATELY CONTACT THE
ENGINEER WHO WILL DEFINE THE REMEDIAL ACTION. 1�0 ADDI11t3NAL COMPENSATION
11.
BERMS OR �£ DEVICES ARE REQUIRED AT THE TOP OF ALL FILL SLOPES.
WILL BE MADE FOR THE WORK AS DESCRIBED A80VE. .
11
- DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1)
32.
IF DURING CONSTRUCTION ACTIVITIES OR GROOM] DISTURBANCE, CULTURCULTURAL RESOURCES ARE
FOOT MINIMUM DEPTH ARE REQUIRED AT THE TOP OF CUT SLOPES WHEN EXISTING
UNCOVERED, THE OWNER yILI,,, STOP THE WORK. AND RETAIN A QUAtJFIED ARCHEOLOGIST FOR
TERRAIN SLOPES TOWARD MP OF CUT,
FURTHER STUDY. THE OWNER WILL NOTIFY THE PROPER NJTHORMES AND DMOP
MITIGATION MEASURE IF NEEDED.
13i.
FILE. AREAS SLOPING STEEPER TI�IN F TO ONE (5:1) SHALL BE KEYED AHD
BENCHED TO SUPPORT FILL A
339
EXISTING ABANDONO IRRIGAA11ON FACIL11JES MAY BE ENCOUNFM DURING GRADING
•
OPERATIONS, IRRIGATION PiP'E* � PIPES, STAND PIPES, EI"C, SHALL BE REMOVED
4*
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF
AND DISPOSED OF OF FSr ITE, AND BACK HL LED WITH ENGINEERED FIUt AS DIRECTED
BAKERSFIELD. -
BY THE SOILS ENGINEER,
150
THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN TO . THE BEST
34.
SINCE THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
OF HIS KNOWLEDGE. THERE MAY BE OTT LINES IN THE GROUND. IT SHALL BE THE
DISCHARGE ELIMINATION (NPDES), A vNOTICE OF IMITENr (N01) TO COMPLY
•
CONTRACTORS RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY
WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER
.
CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U.S.A. ( FOR UTIUTY
ASSOCIATED WITH CONSTRUCTION ACTMTY SHALL BE FILED WITH STATE WATER
LOCATION 48 HOURS PRIOR TO ANY EXCAVATION OR TRENCHING.
RESOURCES CONTROL BOARD IN SACRAMENTO. COMPLIANCE WITH THE GENERAL
.
PERMIT REQUIRES THAT THE STORM WATER POLLUTION PREV�:NT10N PLAN (SWPPP)
SVMP evftEb
18.
CONTRACTOR S� ASSUME SOLE AND COMPLETE RESP0NSIBILITY FOR JOB SITE
THAT WILL BE PREPARED, BE CONTINUOUSLY CARDED OUT BY THE CONTRACTOR,
/;plljjj
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DU RING NORMAL CONSTRUCTION
WM OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SNAIL APPLY
HOURS.
CONTINUOUSLY AMID NOT BE LIM1T£D TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL. DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
35.
-- N OFF IS NOT
CONSTRUCTION OF DRY WELL FOR COLLECTION OF ON -SITE RU
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
ACCEPTABLE HOWEVER OTHER MEANS OF ON --SITE COLL.£CTIQN MAY B£ ALLOWED IF
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILDY ARISING FROM
APPROVED BY THE BUILDING DIRECTOR,
THE SOLE NEGLIGENCE OF THE OWNER-- OI -• THE. ENGINEERI,
17,
ALL EXONG CITY IMPROVEMENTS THAT ARE REMOVED, DAMAGED OR UNDERCUT
38.
DUST' CONTROL* IT SHALL BE THE CTOR"S RESPONSIBILITY TO PRESENT A
DUST NUISANCE FROM ORIGINATING- FROM THE SITE OF WORK AS A RESULT OF HIS
SMALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. AT
OPERA11ONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE
• THE CONTRACTOR'S EXPENSE.
MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BLIT NOT BE LIMITED
180
THE COMPACTOR SHALL COOPERATE WITH THE SOILS ENGIl�EER TO OBTAIN
TO THE FOLLOWING:
COMPACTION AT LOCATIONS DETERMINED BY THE SOILS ENGINEER.
WATER SHALL A. £ APPL r IED • TO ALL UNPAVED ARC AS REQUIRED TO PREVENT
•
190
FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER.
-
THE FORMATION OF DUSK'.
B. PAVED SURFACES OVER LION VEHICULAR TMMC IS PERM IT`f£D SHALL BE KEPT
204
THE CONTRACTOR SF..L. BE RESPONSI.E FOR THE SING OF THE PAD AREA TO
FREE OF DIRT,
WITHIN ± 0,1 FT. IF EDITION OF DESIGN MA110N PAD SHOULD BE FOUND TO BE
.
MORE THAN ± 0.1 FT. OFF OF DESIGN ELEVATION AFTER COMPLETION AND
ACCEPTANCE OF GRADING, THE CONDOR SHALL RETURN AND CORRECT THE
37*
STANTEC� SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO,
GRADING AT NO COST TO THE OWNER....
OR USES OF, THESE PLMS. ALL CHMGES M THESE PLANS MUST BE APPROVED IN
WRITING BY STANTEC,
21.
ALL AREAS WHERE STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90%
DENSITY, FOR A MINIMUM DISTANCE OF ' IN ALL DIRECTIONS OUTSIDE THE
FOUNDATIONS OF THE STRUCTURE ON RESIDENTIAL LOTS, THE REQUIRED ARE OF
3$.
AN OPEN PERMIT �FIALL BE OBTAINED FROM THE CRY OF BAKERSFIELD
.
WITHIN � ' F
COMPACTION IS BOUNDED BY THE PAD LIMIT LINE, SIDE LINES AND ITN N 0 O
THE REAR LINE.
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
A SUBDIVISION AGREEMENT SECURITY
STREET RIGHT. OF WAY. UNLESS SECURED ,
�
BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN
if
v 2-
ALL FILL SHALL CONFORM TO THE REQUIREMENTS FOR " GRADING --- ENGINEERED FILLS
RIGHT OF WAY AND INSURANCE AS REQUIRED SK41L BE PROVIDED PRIOR TO
ISSUANCE AN OF A PERMIT.
AS DESCRIBED IN THE PRELIMINARY SOILS REPORT DATED FEB. 07, 2008,
21
I AREAS SF.L MINIMUM OF 95% OF
BE TO A M COMPACTION IN PROPOSED PAVEMENT
39.
THE CONTRACTOR SHALL OVER EXCAVATE THE BASIN TO DEPTH OF 21 FEET BELOW
THE MAXIMUM DENSITY AS OBTAINED BY TIME CITY OF RAKERSFI£LD APPROVED
EXISTING GRADE. TIC OVER EXCAVATED BASIN SHALL THEN BE BACK FILLED WfTH
'
METHOD, AND EXTEND TO A MINIMUM DISTANCE OF 2* BEYOND THE OUTSIDE EDGES
CLEAN SAND (LESS THAN 5 PERCENT PASSING TH ENO, 200 SIEVE) THE SAND SHALL
OF PAVEMENTS. -
NOT BE COMPACTED TO MORE THAN 85 PERCH` OF MAXIMUM DENSITY BASED ON
ASTM TEST METHOD D1557.
LE<3AL DES0FdPTK>N
BEING A DIVISION OF A PORTION OF LOT 3 OF PARCEL MAP WAIVER NO, 04 -0357, AS PER
CERTIFICATE OF COMPLIANCE RECORDED DECEMBER 14, 2004 AS DOCUMENT NO. #02. 04307843 OF
OFFICIAL RECORDS BONG THOSE PORTIONS OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27
MT, M.D,M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
s
�m�eeeeeee ee
Nor 1057.5'
195. tO.Q' m S89"48'08'E
S89'48'08"E S00"11'52"W
Pi M ENGINEER"S N0710E
TQ C�ONTRAGT�RS
THE EMSTENCE IWO 1pCAl'K)N OF ANY UNDERGROUND UTIMY PIPES OR
STRUCTURES SHOWN ON iIiESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO D(IS'I1NG
U11LfflES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS iZEQiIiREA TO TAKE DUE PRECAUTIONARY MEASURES TO
PR41ECi THE UTILITY UNES SHOWN AND MIY 01hikR LINES NOT OF RECORD OR
NOT SHOWN ON THIS DRAWING.
aNcINER sHau. NOT BE RESPONSIBLE FOR THE ACCURACY OR coMPLEFENEss
OF ANY SUCH iNfC1RMR1i0N OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE COAfI'ACTEb 7W0 4WORKiNG DAYS PRIOR
TO CONSTRUCTION. 1 --500- 227 -2600.
ENGANEER
Q�-01000-- 0-- sTMec aNsuLrnNc, INC.
1400 18TH STREET
BAKERSFIELD, cn 93301
L TOLL TREE
00- 227mm2600
FAST ?W4 DAYS
rstrORE YOU U!G
t!lN��6RO�N+ID SERIACE AtERT OF SOtnFM CALIUM
53.3'
NOO *11'52*E
ENGiNEER'S
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY M£ OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY
WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE
ADVISORY AGENCY OR OTHER RESEW BOARD,
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CR IA ENCOUNTERED DURING CONSTRUC`DON . .
SMALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER,
ate a ffirAKER RCE 159320
ocao os /ao /os ouch
N
p -,;A",
%4CINffY MAC'
{
BENCH MARK USED
CHISELED SQUARE ON TOP OF CURB AT END OF
CURB RETURN AT THE NE CORNER OF CHURCH
PARKING ON LONDONDERRY AVE.
ELEV.. = 353.082 USGS
PARTIAL TRACT NO. 5958 ..■,. PHASE 1 PLANS
BASIS---C>F BEARINGS
THE soup uNE OF THE SOUTHEAST/4 SECTION
27 rowNsHtP 30 SOUTH, RANGE 27 EAST. Mu8
s. a dcao c 0eRn411 c" C Ac euntuU AM
a
�CJ1f \FIw 3 UJ V 1 !
RECORD OF SUFtVV BOOK 22 PAGE 157. �
INDEX MAP
RECORD Q.RAW/NG
B
Ea
CARRfRA, R.C.E. C675 88
1/15
gift -1 loom b
to de-sign
OrdinonMFinoww
3
I *' '07 1 : F?
DAT
�N
0
i
_ E
142
0 05
cG ZO 8
LL
co to
co to
CL
Q n-
a,
Z
U
Lo
a
O
z
Lu
U,
0
NOUN*
_ L�
00)
C3
WNW
a
�CJ1f \FIw 3 UJ V 1 !
RECORD OF SUFtVV BOOK 22 PAGE 157. �
INDEX MAP
RECORD Q.RAW/NG
B
Ea
CARRfRA, R.C.E. C675 88
1/15
gift -1 loom b
to de-sign
OrdinonMFinoww
3
I *' '07 1 : F?
DAT
No. 59320
0--
Ar
Project Numwr. 20250054
.- File Na: .
JRC ZJR JRC 07,08.14
own. C ltd. Dec% YY.MM.DD
Dmw" No., PRRG0003., dwg
Ro*bn shit
0 1 Of 7
�N
0
Z�
V W
LL
Q n-
a,
Z
U
Lo
a
z
Lu
U,
0
NOUN*
00)
C3
WNW
No. 59320
0--
Ar
Project Numwr. 20250054
.- File Na: .
JRC ZJR JRC 07,08.14
own. C ltd. Dec% YY.MM.DD
Dmw" No., PRRG0003., dwg
Ro*bn shit
0 1 Of 7
rp
MUM.#
ftm"W'm voft-- ftaftw ago" ft-ftm. --ft"ft amftm mmo-m mwwo %Umwi*
-mmw%- --m— .4~ft -m � — vmpm okla� fto— -0-- —wo. 4_". _/\
--ow quo-&# ft_ V.#� 0-muft Imm_ —WNW =ft"& •wft -"NW a-m~ C
M0 -
0.20%
Lp---
-pill
0*20X WALVA 4A a
-491M _20% JA
w
7�
z
w
01
0)
�WW
96
FP 355,1
P. =mom* ammomb dnowmo -mommop
LEGEND OF AB ONS AND---SYMBOLS
AB
AW?EGA"ff BAS
FL
ROMUNE aW.
0
MST, CONTOUR
AC
ASPHAVIC WVORM
OB
GRADE BREAK
co to E
8
RICH T- OF -W4 Y
C8
CATCH BASIN
MAX
MAXIMUM
to
SHE' FLOW RATE
CoNc
CONCIVE
MIN
mfivimum
0
z
GRADE BREAK LINE
Cy
CUBIC YARDS
NTS
NOT TO SCALE
0
M
ELEV
ELEVA 17ON
7c
TOP OF CURS
FL-:Nl
FLOKNE
FP
RNM PAD ELEV
Typ
TWICAL
MP OF POND
AM OU a
SO TMH OF POND
PONETER WALL
HANDICAP RAMP
CHAIN UNK FVVCE
.�
SHEET MATCH UNE
PHASE UNE
(354-1) EMST, ABON
354.1 PR WM aEVA 710M
ff. QORD DR4W/NG
� too �?7
BY RGI CARRERA, R.C.E. C67589 DA Tf
EXP 30/l5
ft
cm,ju - - mom*
CANAL r, R S -NOS SHOWN FOR IUJJSTRA71ON
PLMPOSES ONLY* FOR CANAL DESIGN*
CANAL PLANS BY PAC ENGINEEMNG
ASSOCIATES. INC.
2280 MINE AVE
BAKERSFIELD.. CA 93304
551.631 65483
d
M
0
0
X,
cd
0)
co to E
8
1JL C*
CWD aw
cp
.9 =
CL a
to
CA it 0.
CL
E-ov
low
�p uo)
0
z
a 0$
Z
ui
4b.2
Ila
0
Es
U-2
Permit -Seat
--mowpophs--ft,
AM OU a
i
(j)
UJ cq
M
0
X,
UW
1JL C*
CL a
z
<
CL
a
�p uo)
0
z
w
Gomm
L
Z
ui
CL
oft cl)
48
0
Permit -Seat
--mowpophs--ft,
■
S
IR
No* 59320
crvm
%lam
Projwt Numbw. 202500�
GRAPHIC SCALE no *Mo-
50 26 so too no
JRC ZJR _JRc 07*08.14
Dwn,-, Chkd,----, Olga, --YY.MM.DD
IN Dmw�g No., PRRG4002.dwg 7
L
I inch 50 & ���V _1WW Sh%t . I I
0 2 of 7
N.
W
W
w
Ch
W
Z
N
r }
w w w•
w
•
Y r
56,9
r
w
r
4
rt.
44:015-
Ah
(I l i
I� it j
ICI 33 III
f -III � II)
LEGEND OF ABBREVIATION8 AND SYMBOLS
A6
AGGREGA TE BASE
FL
FLOWNE El"o
EVST CONTOUR
AC
ASPHAL 77C CONCISE
Go
GRADE BMW
on..�
R /Gf T— OF— RYA Y
CB
CATCH BASIN
MAX
MA MUM
SHEET FLOW RAIE
I c
CONCRETE
MIN
MINIMUM
vow -Mvnmw
GRADE BREW LINE
cy
CUBIC YARDS
NTS
NOT TO SCALE
.�- --�-.� � ..�
CENTEMNE
OVA RON
TC
TOP
FLO INE
FP
RNISH PAD EIEV,
Typ
T CAL
TOP OF POND
SOT= OF POND
PORfMSID? WALL
!HANDICAP RAMP
CHAIN UNK FENCE
cwt.
94T MA TCN LINE
PHASE LINE
h"TC*
mUNE 2 It s. - - . d 'm � '04 .w . 6 _ ns 1! .
(354.1) EVST ELENA17ON
35 4. t PROPOSED ELEVA 71
EXISlING
TRACT 6387
FINISHED PAD
W
W
ate. :z / 1.0' BENCH
A TYPICAL SECTION
3 N...
fi
I
nl�
r
�rrr
is
If
E to
t
to two opt
to co ck.
c a .°r a�
ED%
5
8 Ica
1w
IIIIIIg
IIII I�
,k
r
1
•
•
47
�Sg,9 p 1
W C4
ANAL. CROSSINGS SHOWN � i �� �# % Mad
� usTtaIM Ps aNu..
� �P 359.3 �t CIWAl. DES�t�i, SEE C 11
i S BY PACIFIC a1G'N�! Q � (i� � V W . INCm, ATM
80 MING AVE � �� t Q
Z Z
� .831. � j �1 �
� � V
�
FP 352
Lo
4 W
Z w
CL
RECORD DRAWING �
to � C3 m
a
� Pemtit -Sep
BY ERG/ CARR£RA, R.C.E. C67589 DAT
No,, 59320
1
cxvn.
6557 7
i'AU �-
I
Project Number: 202500 4
GRAPHIC SCALE File "°"'�'
50 0 25 50 101) 200
,RC zJR roc 07.0e.14
Cikd.
Dmwhg N0. PRRGO002.dwg �
i inch � so ft Report sbw � " 7 " �
Q 30#7
f
w �
R&
f
z
4
oil
K
C9
r>
WML
5�!
WE 0
41.5!
k
pl
0
C
1
PROJECT uMiTS 1
34'
x
xi
o.51 x
2#79X4/
`
{ �� . ♦ zo
"
WIN
Nook, d aft-how -ow"a 4ftw-w y`♦ �il� •�i �Yw down 06- M.�YIY fin► �.wlr �•�� /��• MM4� ��MY �.� Mw M•�M P.�A V. r MAY. ~.Pq �wYiw -top ftw 1 1/.Mw. �Fw� -own- �. �.IMY rw.Y- jbpo . ww 4' Y w. � -�. �M� .wlmw ftpv o- �MM �titiw wl/V! r•a.w rMw �0 dwdp nop
IL
MOM A
.�.. w_.M. /M.Y ��A �ww_ rte. r4.4Y� mow. wM4' �. .MIY� ..W! Mrr w.w1r �� �� /rwM. MW �� MrMw �� � �I,fY/i •�
A.Yw� sa�Y •�► .�.w�f #1�� W�� w.4rti w� M.fi/w �ww ♦P.1.► '�► .�.�.. �i �r r
wi ..-•w• �YMw. - -w. YY�• �� -w.w.� �IYM �� �A pw,%- ► �� ♦ -ww A�� �Ir� • .�.�` w�.
4w�� .��f �'r .yw.w. wMw� __ l MYW rrw_ �A P �YIYq ...� / �� �M� •w�..► Yl.w•i .r.tiw 'f-ft r .nw._ .-I.ww wrr� y/Yr . �.1. r.Y.! � r/MF w� �M �•r.111a .♦..r/ 7wM! 4.r•�► ftM....- �w r P•Mr �- 'w-w ww/. ap. rwrMP ��� Ywb wow rwrwiw IMIAww APww _ w��r �� �w mow_. ".wM• .P..�Y www ��• ..Y► IIIIIIY/Y. !��• w�. �YIw www_w �i ...woP/r ..I�Iw• �. �b..11••A ♦wA1M wwA�PY v~
+ ��_��((�.�j�j � [/��++_+��s• �• a+w• •,wr. ..tiw .wr.. rwr�►- -mow++ �..�r. .w�.r ++�w �w vw.v. ww rr�� � ;w �..r r-w� �ww. •rrrr r rr �w� rrrw� w.r �a� s+'�'� '� ` wM�* r•� +rte +rte mow. w+.� •�.� •wow► wwr .rrwr �+w�r ��w rnw► w.�w. �� w .r•f. wow ww. w�• wwr�• r.wr w+r. www +w+. 4r.ww. inA+w +err .rr� rnr1 .r.rr wnw aw�rnr u.+� �. �yf w�ww +.•ww. .ter +wry . �w� � �. .rM- �+� ••w. wf..� w
ff ✓Y VtVV . �` .� �- 01 � � ! ` PROJECT' UM1 0.20%
AL
MA
4%j C)
(,,� E _ V 1 -4 l; - .#.
� �' '# s r
� 0.2
0.3 0.2 042 r
^� 6
of 0. •
ON. lama iommoi
b
t
� 173
� ry sss.o
i
171 FP�� X 169
.S /
FP 355.2 ' FP 353.4
� �, i �- �� FP 355.8 168
t0*2-M \ \�
144 moo
w
JohnAL 9 r...,..�....••.• ...... ..,.P .w........�.VENOM LANrc .r..w � 14. .
.
�. ./ - •
FP 3c.s FP 356.7 164
1 � 0 � � � � 355.s
14 15 16 355.0 �.0 �. .
13 FP 357.2
FP M.5 FP 356.0 FP �,8 FP 355.6 5AL �
• _��'
+_._.. _._..._.w ...._ ....1 , ... �.......
FP 357. F. .wy- �_.rww•. ��.~�'.'�t«.. -�.+ r,...r� .............� .r....�. �...�w .f -. ��.+�..ww� -- • ...
,�rwr T...►.. ...l.• �.MM�+'�!♦w•w.YM� .l•w.ww�wr
�r ��.Y.WWI�y�F 1•YY. rr.lM A.�•7. .
1
.IMw..w.1.�_ w.Y.V•w.l.Y.IwIT.Mrf ��♦.......r.w1 �..l.�...•..r•••• �ww, /.��•
..r..� .�"".�+�'-'�- ..�..��wr � � '..�.�'f��• amen" -wMr. .rte «wON
�,. �� r+l+Ir. w.r'�' .rrwr .►+- .+.+�'� .rte
rrw.� rrwr 040100 GONFEE'
ENSUED
-00nownwoo - ---- - "4V
�wur
NEENON. .r.+..V.ww...._ .. r.w. ,....�.� wrt. .._.. _......- 400000, o
i I To
r ` �
i 159 158 157
32 31 5 5 357.4 7,1
3� . 29 � � � 357.s 7.s
35 34 �P �.� FP 35..7 r ' 356.8 FP � 7 #0 �
FP 356.2 FP 356.4
P , P 35..1 �
too&*
.Mr+ �► �!�. �� .w .+�■ 4pENNO i.rr r VENOM Mw• '�� Awl emonOw -Now- Opp&* ► .. w i i
40'
36
F' 355,9
♦ .rw
of
37
FP 355.E
btE
E
t
38 N d
0.
.�...rr�....Mrr�.
...* .
ENE ..._ .�...000100 .......�
0.25%
rw+i►fMw� wP.w.w•M��y r.•r�.M�w��►rr
0.20%
Iva
FP M-8
156
357.0
w
164
FP 355.8
1
FP i
1
.1
i
N
U Gj
s
W
- W
tl
' V
\ V L
�` \\
1154 j
� ry ase.g
51 x
N
`MQ~ ofirooft 4ERNAD qw0how, 40own 000401p vEpEN,.N,~.ONNOp -waknow �OREOOW �I
J 11111111hw anown, =- � 153
o� FP 35B.e
103- 104 105 106 107
108-' 109 u 110 111 N 113 ' 114 �t .� 116 .� I � �
Fr �.� ry asps tp as�.a 1 (�
FP 356.2 FP 356.3 � FP 358.8 FP 356.70 FP 358.8 FP 357.0 FP 357.1 FP 397.3 I ' l
�nI 8
152
FP 358.7 8
ANNEW
dMPEND
AL J
3y �
id I � 0 3 j 10 i 6 126 125 124 12{� �2 121 120 119 1 117 ' -f-� ( � I FP �ssa.s I w -
FP 355.6 � a � .. FP .5 � FP 35 S FP 357.4 fP 357.2 FP 311 FP ��7.0 356.9 FP 358.8 FP 358. FP .4
r • �
Y
•
f
i� it Y
T i Y t y r 7
n )rat
s '' , 'Y • �• A Y ♦ y a
�YS Y
�
12
11 10
'1 9
FP 357.2
FP 357.1 3W-9
�{, 6,� �' 356.4 FP %M
es
CL
Eke is
."�
T
0 V i w
to to
r
T y
w
t
a
1
10
c
~ r
Y ~ r
`r a
Z
1
Lo
crw Lo
co
AM, I- Swwommwwsmm�
0035%
t
� 173
� ry sss.o
i
171 FP�� X 169
.S /
FP 355.2 ' FP 353.4
� �, i �- �� FP 355.8 168
t0*2-M \ \�
144 moo
w
JohnAL 9 r...,..�....••.• ...... ..,.P .w........�.VENOM LANrc .r..w � 14. .
.
�. ./ - •
FP 3c.s FP 356.7 164
1 � 0 � � � � 355.s
14 15 16 355.0 �.0 �. .
13 FP 357.2
FP M.5 FP 356.0 FP �,8 FP 355.6 5AL �
• _��'
+_._.. _._..._.w ...._ ....1 , ... �.......
FP 357. F. .wy- �_.rww•. ��.~�'.'�t«.. -�.+ r,...r� .............� .r....�. �...�w .f -. ��.+�..ww� -- • ...
,�rwr T...►.. ...l.• �.MM�+'�!♦w•w.YM� .l•w.ww�wr
�r ��.Y.WWI�y�F 1•YY. rr.lM A.�•7. .
1
.IMw..w.1.�_ w.Y.V•w.l.Y.IwIT.Mrf ��♦.......r.w1 �..l.�...•..r•••• �ww, /.��•
..r..� .�"".�+�'-'�- ..�..��wr � � '..�.�'f��• amen" -wMr. .rte «wON
�,. �� r+l+Ir. w.r'�' .rrwr .►+- .+.+�'� .rte
rrw.� rrwr 040100 GONFEE'
ENSUED
-00nownwoo - ---- - "4V
�wur
NEENON. .r.+..V.ww...._ .. r.w. ,....�.� wrt. .._.. _......- 400000, o
i I To
r ` �
i 159 158 157
32 31 5 5 357.4 7,1
3� . 29 � � � 357.s 7.s
35 34 �P �.� FP 35..7 r ' 356.8 FP � 7 #0 �
FP 356.2 FP 356.4
P , P 35..1 �
too&*
.Mr+ �► �!�. �� .w .+�■ 4pENNO i.rr r VENOM Mw• '�� Awl emonOw -Now- Opp&* ► .. w i i
40'
36
F' 355,9
♦ .rw
of
37
FP 355.E
btE
E
t
38 N d
0.
.�...rr�....Mrr�.
...* .
ENE ..._ .�...000100 .......�
0.25%
rw+i►fMw� wP.w.w•M��y r.•r�.M�w��►rr
0.20%
Iva
FP M-8
156
357.0
w
164
FP 355.8
1
FP i
1
.1
i
N
U Gj
s
W
- W
tl
' V
\ V L
�` \\
1154 j
� ry ase.g
51 x
N
`MQ~ ofirooft 4ERNAD qw0how, 40own 000401p vEpEN,.N,~.ONNOp -waknow �OREOOW �I
J 11111111hw anown, =- � 153
o� FP 35B.e
103- 104 105 106 107
108-' 109 u 110 111 N 113 ' 114 �t .� 116 .� I � �
Fr �.� ry asps tp as�.a 1 (�
FP 356.2 FP 356.3 � FP 358.8 FP 356.70 FP 358.8 FP 357.0 FP 357.1 FP 397.3 I ' l
�nI 8
152
FP 358.7 8
ANNEW
dMPEND
AL J
3y �
id I � 0 3 j 10 i 6 126 125 124 12{� �2 121 120 119 1 117 ' -f-� ( � I FP �ssa.s I w -
FP 355.6 � a � .. FP .5 � FP 35 S FP 357.4 fP 357.2 FP 311 FP ��7.0 356.9 FP 358.8 FP 358. FP .4
r • �
Y
•
f
i� it Y
T i Y t y r 7
n )rat
s '' , 'Y • �• A Y ♦ y a
�YS Y
�
co
W C4
i
ps
L%
es
CL
Eke is
."�
T
0 V i w
to to
r
T y
w
AC L
a
1
10
c
~ r
Y ~ r
`r a
Z
r
Lo
crw Lo
co
0
ui
.rr ..+ - -- � .ter r.w.•. •�
_ r
r }
' .,
r
7/
'Vol XF-
U.
BOB
FM
IOU
4
hL
AX
t
� 173
� ry sss.o
i
171 FP�� X 169
.S /
FP 355.2 ' FP 353.4
� �, i �- �� FP 355.8 168
t0*2-M \ \�
144 moo
w
JohnAL 9 r...,..�....••.• ...... ..,.P .w........�.VENOM LANrc .r..w � 14. .
.
�. ./ - •
FP 3c.s FP 356.7 164
1 � 0 � � � � 355.s
14 15 16 355.0 �.0 �. .
13 FP 357.2
FP M.5 FP 356.0 FP �,8 FP 355.6 5AL �
• _��'
+_._.. _._..._.w ...._ ....1 , ... �.......
FP 357. F. .wy- �_.rww•. ��.~�'.'�t«.. -�.+ r,...r� .............� .r....�. �...�w .f -. ��.+�..ww� -- • ...
,�rwr T...►.. ...l.• �.MM�+'�!♦w•w.YM� .l•w.ww�wr
�r ��.Y.WWI�y�F 1•YY. rr.lM A.�•7. .
1
.IMw..w.1.�_ w.Y.V•w.l.Y.IwIT.Mrf ��♦.......r.w1 �..l.�...•..r•••• �ww, /.��•
..r..� .�"".�+�'-'�- ..�..��wr � � '..�.�'f��• amen" -wMr. .rte «wON
�,. �� r+l+Ir. w.r'�' .rrwr .►+- .+.+�'� .rte
rrw.� rrwr 040100 GONFEE'
ENSUED
-00nownwoo - ---- - "4V
�wur
NEENON. .r.+..V.ww...._ .. r.w. ,....�.� wrt. .._.. _......- 400000, o
i I To
r ` �
i 159 158 157
32 31 5 5 357.4 7,1
3� . 29 � � � 357.s 7.s
35 34 �P �.� FP 35..7 r ' 356.8 FP � 7 #0 �
FP 356.2 FP 356.4
P , P 35..1 �
too&*
.Mr+ �► �!�. �� .w .+�■ 4pENNO i.rr r VENOM Mw• '�� Awl emonOw -Now- Opp&* ► .. w i i
40'
36
F' 355,9
♦ .rw
of
37
FP 355.E
btE
E
t
38 N d
0.
.�...rr�....Mrr�.
...* .
ENE ..._ .�...000100 .......�
0.25%
rw+i►fMw� wP.w.w•M��y r.•r�.M�w��►rr
0.20%
Iva
FP M-8
156
357.0
w
164
FP 355.8
1
FP i
1
.1
i
N
U Gj
s
W
- W
tl
' V
\ V L
�` \\
1154 j
� ry ase.g
51 x
N
`MQ~ ofirooft 4ERNAD qw0how, 40own 000401p vEpEN,.N,~.ONNOp -waknow �OREOOW �I
J 11111111hw anown, =- � 153
o� FP 35B.e
103- 104 105 106 107
108-' 109 u 110 111 N 113 ' 114 �t .� 116 .� I � �
Fr �.� ry asps tp as�.a 1 (�
FP 356.2 FP 356.3 � FP 358.8 FP 356.70 FP 358.8 FP 357.0 FP 357.1 FP 397.3 I ' l
�nI 8
152
FP 358.7 8
ANNEW
dMPEND
AL J
3y �
id I � 0 3 j 10 i 6 126 125 124 12{� �2 121 120 119 1 117 ' -f-� ( � I FP �ssa.s I w -
FP 355.6 � a � .. FP .5 � FP 35 S FP 357.4 fP 357.2 FP 311 FP ��7.0 356.9 FP 358.8 FP 358. FP .4
r • �
Y
•
f
i� it Y
T i Y t y r 7
n )rat
s '' , 'Y • �• A Y ♦ y a
�YS Y
�
t i � Y [ .� 1r •, ` ,. RJ
� Y �
•r
Y
1 Y
y � r
+ r A4
rim, �Iowd
4woodo 'NON, 'EOOEM, .001006 0011016 "Now .*No qwwww qm~ 40FOOM quodow "MEOW quosm. *N1~ anomw vow�r Nnw& I'vows go-ono --W* *M~
rF
132 133 134 135 136 137 138 X39 8 140 .s ��sae.4 1
.a „ FP 357A Fr 357.2 Fr 357.1 Fa asTa Fa 35e.9 Fr 356.8
FP 357.5
AL
i
O.W^ OEWEEN. ow"wo GEENM qpwpm ENOM* gammob mposip 40man VENOM OldhML
OEM. ftmw woomp **OWN
-!qp CA
1 �
i !red rc'1 1
LE<AEN1> OF AB��ATtoNS A
ae - ar�cA� BASE Ft Fco�rr� S". -- �..�� --- UST. cor�rcxlR ----- � --•- -- a��r c�xx �rrc�
AC ASPHAtiJC CONCRETE' GB (MADE BREaK •-- w•- _-�••• R1GHT- OF-WAY a..r�.�r r �. = SHEET MATCH UNE
CB CATCH BAStN MAX �li4X�itJ�1 _� .. SHEET FLOW RAIE - .- -•-- -- P'HASE UNE
COLIC COIVO7M AtMI MINIMUM -. - ,::. -- .... _ GRADE BREAK UNE (354.1) EXfSf. Et FVATtON
CY CUBIC YARDS NT5 fVOi` T LE U SCA - CFNiERtrNE 354.1 PROPOSED E�EVAAON
ELEV ELEVATION TC TOP OF CURB ��' FLtNMJNE
;FP FlNlSH PAD M. TYP Tn'!C/!i. TOP OF PONS
..... 807TOM OF POND
PERt war..
'�j,/ HANflICAP RAAI�IIP
.t
r
r �
� Fv � sss.a
I
FP 356.2
Jm iZ�
FP a i p
l sss.a �
i
�f
i I
147
111 3
all
low
r
co
W C4
4•
ps
es
CL
Eke is
."�
T
0 V i w
to to
r
VON'
co (o
r9
AC L
10
c
~ r
0 Qw-v
PO G:t
`r a
Z
4
Lo
crw Lo
co
0
ui
<
ZU
z
�
U.
BOB
FM
IOU
_
U
A 09 0
Perdk*"
..... -�
Y +
Y
t i � Y [ .� 1r •, ` ,. RJ
� Y �
•r
Y
1 Y
y � r
+ r A4
rim, �Iowd
4woodo 'NON, 'EOOEM, .001006 0011016 "Now .*No qwwww qm~ 40FOOM quodow "MEOW quosm. *N1~ anomw vow�r Nnw& I'vows go-ono --W* *M~
rF
132 133 134 135 136 137 138 X39 8 140 .s ��sae.4 1
.a „ FP 357A Fr 357.2 Fr 357.1 Fa asTa Fa 35e.9 Fr 356.8
FP 357.5
AL
i
O.W^ OEWEEN. ow"wo GEENM qpwpm ENOM* gammob mposip 40man VENOM OldhML
OEM. ftmw woomp **OWN
-!qp CA
1 �
i !red rc'1 1
LE<AEN1> OF AB��ATtoNS A
ae - ar�cA� BASE Ft Fco�rr� S". -- �..�� --- UST. cor�rcxlR ----- � --•- -- a��r c�xx �rrc�
AC ASPHAtiJC CONCRETE' GB (MADE BREaK •-- w•- _-�••• R1GHT- OF-WAY a..r�.�r r �. = SHEET MATCH UNE
CB CATCH BAStN MAX �li4X�itJ�1 _� .. SHEET FLOW RAIE - .- -•-- -- P'HASE UNE
COLIC COIVO7M AtMI MINIMUM -. - ,::. -- .... _ GRADE BREAK UNE (354.1) EXfSf. Et FVATtON
CY CUBIC YARDS NT5 fVOi` T LE U SCA - CFNiERtrNE 354.1 PROPOSED E�EVAAON
ELEV ELEVATION TC TOP OF CURB ��' FLtNMJNE
;FP FlNlSH PAD M. TYP Tn'!C/!i. TOP OF PONS
..... 807TOM OF POND
PERt war..
'�j,/ HANflICAP RAAI�IIP
.t
r
r �
� Fv � sss.a
I
FP 356.2
Jm iZ�
FP a i p
l sss.a �
i
�f
i I
147
111 3
all
low
r
co
W C4
ps
es
CL
Eke is
."�
T
0 V i w
to to
O
is 1 .9 t
1p"t
VON'
co (o
r9
AC L
10
c
0 Qw-v
PO G:t
`r a
Z
tj
cp
Lo
crw Lo
co
0
ui
<
ZU
z
�
U.
BOB
FM
IOU
_
U
A 09 0
a;
IIIIIIY
1
i+
r
w
Project Number. 20254
GRAPHIC SCALE F° "°'M --
50 0 25 3Q 100 2W
JRC Z�IR JRC 07.08.14
D". q�kd_ Dson, YY.MM.DD _
No. PRRG0002.dWg
I inloh 50 tL Region _ � &-�' <
Q 4 of 7
co
W C4
°6
o
U W
LL w-
`r a
Z
v
Lo
crw Lo
co
ui
<
ZU
z
�
U.
FM
IOU
U
Perdk*"
..... -�
w
Project Number. 20254
GRAPHIC SCALE F° "°'M --
50 0 25 3Q 100 2W
JRC Z�IR JRC 07.08.14
D". q�kd_ Dson, YY.MM.DD _
No. PRRG0002.dWg
I inloh 50 tL Region _ � &-�' <
Q 4 of 7
PROJECT I'
SUM CouS718
E NE> OF AB 4A AC>
SYMBOLS
AB
AGWEGAIE BASF
FL
FLOIKJNE ELEV
t/ E
SST CONTOUR
AC
ASPHALTIC CONE T'IE
Go
GRADE BREW
Z�
RIGHT -OF- WA Y
C�
CATCH �BAS��
MAX
M�#
MAXIMUM
2%
' T'
S FLOW RA
00 0
MIN
MINIMUM
NOW � 01=ft � 4M"W �
GRADE BREAK LANE
Cy
CU NC YARDS
NTT
NOT TO SCAB
- - - -
CEN7EMJNE
ELEV
rAT1O,N
TC
TOP OF CURB
Fl.
FLOMJNE
FP
RNISH PAD mil.
7W
TYPICAL
�93EO
OF POND
cry
0
a
BOTTOW OF POND
Perdd4%%W
R WALL
PERIME .
HARDICAP RAMP
AN LINK FENCE
• y
#IR
S ` MA M i ` E
•
PHAST'. UNE
(354.1) EMST. ELErA710N
354.1 PROPOSE ELEVA TION
1.0' BENCH
clulcurn
PAD
ELEVATION
TflAr,GT NZ
1RACTS 6W7 AND SW7 SHALL BE CMSlWCIW
BY THE SAME DEVELOPER
CL W
ate. z
loop 2.0' BENCH
TYPICAL SECTION...
5 N.T.S.
I v
C,
d
i
f Cl
RECORD p,�WI�VG
AAf/,lA
M v T Uf v (if
BY SERGI GARRERA, R.C.E. C67589 VA IL
E 15 `
ss .
kD
M
f
boom
C/)
0
c
0
t/ E
♦�
c I M
r
a
V oo
Z�
LL
�c
*-0 A.
�e�
Tug
.mac
a ",
-Q
a'
.
SE
'o
00 0
CL CL
Z
:5
a �
v
V ,
.2's sun
a
�_ '09
•'� yr
Lo
co
c a � toe:
ha
ago
o lEf v
w
Aa0990
/ M
ra. 59320
VL
4W %allilMill F5
m
CL�
ftiect N,maer. 20250054
GRAPHIC SCALE
so o sa so . ,ao sao
JRC ZJR JtC 07408.14
�, pan• YY.MM.DD
tN r } Draw! ng No. PRRGO002.dwg
I inch 50 fL
Revision
4 5 of 7'
C/)
�N
ad
4
Z�
U l�j,!
ULM v�
CL CL
Z
:5
a �
v
�
C� uz
a
Lo
co
LLI
ha
�
w
F
�93EO
zzw
cry
0
a
Perdd4%%W
ra. 59320
VL
4W %allilMill F5
m
CL�
ftiect N,maer. 20250054
GRAPHIC SCALE
so o sa so . ,ao sao
JRC ZJR JtC 07408.14
�, pan• YY.MM.DD
tN r } Draw! ng No. PRRGO002.dwg
I inch 50 fL
Revision
4 5 of 7'
1
CITY STANDARD PLATES
-low*
THE FOLL0IMNG CITY OF BAKERSFIEI.D STANDARD DETAILS SHALL BE CONSIDERED PART OF
THESE PLANS (CONTRACTOR T4 OBTAIN LATEST EDITION THEREOF)
CITY PLATE N0. DEStRIPTiON
T"-i 0 STREET SECOn
STREET STRUCTURAL SECTIONS
R=VALUE 60
STREET
ONS
ST-1
UL-DE -SAC -
S'
DRAINAGE BASIN
S-10
CHAIN LINK FENCE
STM�11
CHAIN LANK GATE
T-m-6
COLLECTOR AT INTERSEC ITCO1 VATH ARTERIAL
T-7
COLLECTOR TRANS111 0N FOR LEFT TURN LANE AT IN SECITON VATH A CO CTC
T-10
LEFT AND RIGHT TURN LANES
T"-i 0 STREET SECOn
STREET STRUCTURAL SECTIONS
R=VALUE 60
STREET
TRAP C
INDEX
ASPHALT
CONCRETE-
CLASS If
AGGREGATE BASE
COMPACTED
SUB GRADE*
INTERIOR LOCAL STREETS
4. r
O* 2W
0.40'
1.0'
MOUNTAIN RIDGE DRIVE
6.0
0.30'
0.40'
low
BERKSHIRE ROAD
64
0.030"
0,40'
1.0'
STINE ROAD
8.5
0, &45'
0650!
� IIII�
VAnH 7% FLY—ASH
NOTE. MINIMUM DISTANCE
IS EQUAL TO DTH OF
SLOPE OR '1' IF SLOPE IS
ABSENT
VARIES—GRADE
SWALE TO EDGE
OF DRIVEWAY
C/
w
y
r
sLcK 11 MAX
4mmumip 4modob X_ dbkwp�m mmmmw momm" _:9 *dwkM 4"dow dpdmb
HIGH POINT c*4
4
1 SING PM .
PAD ELEV. =
� HIGH POINT +
0.2` FF. ELEV. 8" �� 2% MiN. ABOVE PAD 2X
-�-•- TYP.
� PAD SHALL SLOPE
AMlN OF2XTO
� S1NAl.E
� St1M.0NG SETBACK UNE
i SWAi.E TO SLOE
AT 1X MINIMUM
(tWICAL) .
SWAL.E TO SLOPE
AT 1X MINIMUM
(TYPICAL}
PER STREET PLANS
FLOW AS INDUTO IS " VIEW
TYPICAL GRADIN.G DETAIL
WNW
19D' IMN. 8MCH
17E IRED IF THE
EUWAMON Dirt
IS .... 7HAN 1.Cr
MD 2.D' IIr ELEVA110N
IS MORE IHAN 1.W
FINISHED PAD.........
EA'N
lip
AM* 1.5,E TO HAS
o.
F TYPICAL SECTION_
g w.r.s.
6' MCE R f Vl
FINISHED PAD ELEVA7M
CA
SEE P"A SP-618 TYPE A
FOR WALL DETALS
r MINIMUM 0VER -�■
ABOVE WALL FOOING
A&M Mn 11 ♦
40 MAX
N.T.S.
G TYPICAL SECTION
N.T.S.
EET
TABLE ON
I
i
END W
y Btoac � I
Z E i
o s!
A
FINISHED
PAD
E1EVA110N
1.OR MIN
1.0' MIN, BENCH REQUIRED IF THE
E!_EVATttNt DI RENCE IS LESS THAN
1.0' AND 2.0' IF ELEVATION
DIFFERENCE IS MORE THAN 1.0'
1 A'�lfiV
k�
C TYPICAL SECTION
6 N.T.S.
MTO N
W&L
FINISHED
PAD
ELEVATION
s i
4w jp�
� '
AL
0 1W "0 'V 't r
CHAN UNK
FENCE
FINISHED PAD EL 354.2
E BASIN SECTION
6 SOUTH — NORTH
N.T.S.
SUMP INFORMA*nON
ME EL"-
H
."351150
.0
BOTTOM ELEV.
336.50
CAPACITY REQ.
4.16 AC--FT
CAPACITY PROVIDED
4.53 AC —FT
MOUNTAIN RIDGE DRIVE
LOT
44
SAD DM D--13
B SUMP DETAIL.
SCALE; 1" = 3U' NoiE: Bo'rnpM of THE BASIN SHALL BE
* PER C.O.B. DETAiL S -9 OM-EX ED eAVA7 TO A DEPTH OF 340 {3.g �r
BELt)W THE BOTTOM SUMP ELEVA'rtON ) AND
BAC,KFlI.iED 'f0 F'INISFEQ BASIN GRAM MYI'M tXEAN
SAND (LESS iHAN S PERCENT PASSING THE n0.
240 StEVE.)
N�
Illfll
lilllf�
�N
CD 0 0
c 0 Cl
L o
a
ie 0 q*
■},� L �
to
G
o
Q
d1b co co
0 co
VIM w to
C>
JS
ri
4�
1
0 +
M..- I
qr .
�IIII
S e w
� IIII�
o-
. o
< co
-g Z 0 ow-
Z
tom
49 �.s
co F-
C�
fe
V
5 CS
as a
N�
Illfll
lilllf�
co
�N
0
ONIIIIIIj
T�
V W
IUL Co
Q�
CL
�IIII
I=
� IIII�
o-
co
�N
0
T�
V W
IUL Co
Q�
CL
Z
4,
v�
[s r%ba
o-
. o
< co
-g Z 0 ow-
Z
u.
co F-
C�
m
V
tao 03M
.rA
q /zr �vl
Pte, NUMber b 20250054
riw.�■ - ■err•■ -- - I�AI�n ■��� � �IMW■ ■ ■ r - -- -' - � *+�r•M
e Nt
=1
}
t
i
r
JRC ZJR JNC 07.08.14
o.�. aye. o�. rr.►ae.00
Drawing No. PRRGO004.dwg
Revision Shot jt_7,(p,55'1 �
6d7
C AL NO
SECTION S-rowN FOR
W i ILLUSTRATION PURPOSES ONLY. FOR CANAL w��
Z DESIGN. SE ATTACHED CANAL PLANS BY
_. � �
PACIFIC ENGINEERING ASSOCIATES INC v W
228 MINtG� ��t1VE. z�� ow
y W W s�� 5�CA .�.i�4 Z� R� �A EX R�
1.0' MIN. ��FEQ 1F 7�iE 0< �w
UVATION a CE IS LESS XZ � 4g' VARIES 55' -74'
THAN 1.(i
20• a0 VARIES 20' 14' 7' 14' 1:2' 6.8' VARIES 69' -45' VARIES 11.25'- 11.75')
PROPOSED 6 PROPOSED MEDIIIIIIIIIIIIIIII MATCH CRbWN,
CHAlN UNK
BLOCK WALL
FENCE � EL 388.58 t EI.. 358.58 t 2' BENCH
VARIES ?�lN. EXISTING GRAND
* *SEE CANAL NU'1'E 2� ,,. . IIIIm-1
VARIES
p � XSTING PAVEMENT
EL 351.58 t 1.4' NE OVAD
*SEE CANAL NOTE fi TYPE B
CURB AND GRADE LIN SEE STREET SECTION TABLE SHEET 8
7 RROPOmD FARI�ER5 GUTTER W/ 5.5'
CANAL KM MEf..TA �DEW�, COMPACT fi" MIN TO
WATER DISTRICT
90X MAX DENSITY
UNDER SIDEWALK
CURB AND GUTTER
TYP.
KERN DELTA WATER DISTRICT CANAL/
A STONE ROAD STREET- SECTION ARTERIAL
`, N.7 S.
PROPOSED 6' R W
BLOCK WALL -1
VARIES (�5-0*-70.01)--' ru.nrm��r•
VARIES____ (L5.09-55.0*1
PROPOSED MEDIAN
C
EYJS11NG IMPROVEMENTS
LATCH EXISTING PAVEMENT
0"-CROYM EXISTING SIDE BALK
- EXlSmNG CURB
E 2% ill.
� AND GUT r"
7
6" TYPE "B" CURB AND
GRADE ENE
GUTTER W/ 8. SIDEWALK.
COMPACT 6" MIN TO 90 MAX
11= 8.5 0.45 f ASPHALT CONCRETE PAVEMENT %
DENSITY UNDER SIDEWALK R�- VALUE= 60
O,�O CRUSHED AGGREGATE SASE /
CURB Alga R
1.60 , NATURAL GROUND 1`'H 7X FLY---ASH '
ARTERIAL-----STREET-
NwTI
n
FINISHED
ELEVA` IO
C R W
45 RW VAR1E5 46 �4B
• VARIES 34' -38' s
NG _
PROPOSED
8 PROTO 11 WALL
ZI I N 2% 1A
i •.. ,• - -
..•. w• _ 1
N
GRADE UNE 4
6 E B CURB AND
GUTTER W/ 5 -1 SIDEWALK.
COMPACT 6" MIN TO 907* MAX
TI- 6.0 RETE PAVEMENT DENSITY UNDER SIDEWALK
C�.30 ASPHALT CC�N C ,�
R- VALUE= 60 CUR AND GUTTER TYP.
C3. CRUSHED AGGREGATE BASE / B
1.00' NATURAL GROUND WITH 7X ..Y --ASH
C TYPICAL COLLECTOR STREET SECTION
7 N.T.S.
PL
D . \LOT SECTION AT CANAL
7J N.T.S.
ES*
,p—, „DANA DOTE
CANAL CROSS SECTION SHOWN FOR
ILLUSTRATION PURPOSES OILY. FOR
CANAL DESIGN SEE CANAL PLANS BY
PACIFIC ENGINEERING ASSOCIATES INC
2280 MING AVE. BAKERSFIELD, CA 33304
661-831-5483
5483
R/W
0
RfW
R/W
R1W
SEE SHEET 6 FOR
TYPICAL. LOT SECT1 Cif S
LOT
f" 4ME "G" CURB AID
GUTTER / 4,5* SIDEIi AI. KO
nor- "P%Lv l F- n VG -MGJV l COMPACT 6 11 111 IV VVZ* MA C
0.40' CRUSHED AGGREGATE BASE / DENSITY UNDER SIDEWALK
1 00 NATURAL GROUND NTH �'e
i = 60 CURB AND GUTTER TYP.
I~' Y�ASH
E160 RW TYPICAL STREET SECTION
7 J N.T.S.
2' ❑ f
Fammm
-
a �
•Y
PLI
Y
C) a
0* 0 cq
C
wet All
ui
w
E
�_
C3
C R W
45 RW VAR1E5 46 �4B
• VARIES 34' -38' s
NG _
PROPOSED
8 PROTO 11 WALL
ZI I N 2% 1A
i •.. ,• - -
..•. w• _ 1
N
GRADE UNE 4
6 E B CURB AND
GUTTER W/ 5 -1 SIDEWALK.
COMPACT 6" MIN TO 907* MAX
TI- 6.0 RETE PAVEMENT DENSITY UNDER SIDEWALK
C�.30 ASPHALT CC�N C ,�
R- VALUE= 60 CUR AND GUTTER TYP.
C3. CRUSHED AGGREGATE BASE / B
1.00' NATURAL GROUND WITH 7X ..Y --ASH
C TYPICAL COLLECTOR STREET SECTION
7 N.T.S.
PL
D . \LOT SECTION AT CANAL
7J N.T.S.
ES*
,p—, „DANA DOTE
CANAL CROSS SECTION SHOWN FOR
ILLUSTRATION PURPOSES OILY. FOR
CANAL DESIGN SEE CANAL PLANS BY
PACIFIC ENGINEERING ASSOCIATES INC
2280 MING AVE. BAKERSFIELD, CA 33304
661-831-5483
5483
R/W
0
RfW
R/W
R1W
SEE SHEET 6 FOR
TYPICAL. LOT SECT1 Cif S
LOT
f" 4ME "G" CURB AID
GUTTER / 4,5* SIDEIi AI. KO
nor- "P%Lv l F- n VG -MGJV l COMPACT 6 11 111 IV VVZ* MA C
0.40' CRUSHED AGGREGATE BASE / DENSITY UNDER SIDEWALK
1 00 NATURAL GROUND NTH �'e
i = 60 CURB AND GUTTER TYP.
I~' Y�ASH
E160 RW TYPICAL STREET SECTION
7 J N.T.S.
2' ❑ f
Fammm
-
a �
PLI
Z cl)
C) a
0* 0 cq
C
wet All
ui
w
E
�_
C3
�
00
wm
..-
�
i
Q
CL
W
mll
LZ 0
X0424
zV
a
� CO) F-
V
m
Qo
Permit
RE= Q%MLG
BY ER !0 CARRERA, R.C.E. C67589 TEF
,EXP. 61JOI i5
x UtN .SX MIN. Y4)( .5�3L MIN.
FINISHED PAD ELEV.
e COVER 8" COVER AS1�
WALL FOOTING WALL FOOTING
�F N?ICAL LOT SECTIONS AT PERIMETER WALL
7 N.T.S.
110..
61'
11' 6' 6' 44' f
FUTURE CONSTRUCTION ....-���,- �...- .�.. .�..'.D
..pmI .Moww �-
Too
quill
..r� '� * j a i ♦��R• ► • . . `M• .r "� "�• �� • 7• i •� ••♦ � ~ .� • • •+ • y •• * +mow •••• ► • ♦ • -
��•��H� {,yam► • • qdI . • 4 ♦i
4L Aq �• ""r' +r
r • i + r� • ' •
rn •r •
40--b
++Ri ti•+ k • • Y •'�. i YZ •i + •�.'L i s`1• •
.w+.r .r•r+ .r.M� rr.•.► • • • t i ...+ � • • % A • • ! a • � • . ~i •r • •* • 4 ♦ �• •• f i •
.ter •.ta... - • • ♦ ♦ *.• •a •; . • • . ,j • • Z12 M •
.rte► �r ..rw+ .r.r► �� ` ` *+ •a ��• �•�y�„• +1C� «r1 ��
wr
CANAL INVERT �' •
DUAL 64" REINFORCED CC CRS PIPES PER FARMER'S CANAL
RELOCATION PLAN.
cz
7
CANAL CROSSING SECTION BERKSHIRE ROAD
N.T.S.
R//W
STRUCTURAL SECTION.
3.0"AC /11.0'AB /l2.t
SUBG2A0E COMPACTED TO
9070
- PER TABLE ON SHEET fi
CANAL INVERT
CO)
a �
Z cl)
ui
ii. U7
CL a L
i
Q
CL
W
C�
0d
zV
ui
� CO) F-
V
m
z3
Permit
No.
Project Number.
Re Name
J ZJR
awn. CEdcd,
Dr No., P
0
a
2
4-=11
13�L
od
r
07
20250054
JRC 07.08.14
Oeaa 1"/JAY.M
RRMN-ft
sw
%ofi