HomeMy WebLinkAbout7.9-164SHEE T 1 R TL E SHEET
SHEET 2 DETAILS
SHEE T 3 ROUGH GRADING PLAN
SHEE T 4 S WPPP
SHEET 5 DUST CONTROL PLAN
ELEVA TION = 598.433
43' SOU THERL Y OF THE NOR THERL Y LINE OF
SEEC T. 20, 0.4 3 MILES EA S TERL Y OF THE N W
CORNER OF SEC T 20.
THE N. LINE OF SECTION 20 TOWNSHIP 29
S. RANGE 29 E. MOUNT DIABLO MERIDIAN
1. E. N. 89"28'51 " W AS SHOWN ON PARCEL
MAP NO. 10182 IN BOOK 47, PG. 120.
EL E VA TIONS A RE BA SED ON SUR VE Y. DA TA
PROVIDED BY THE CITY SURVEY DEPA R TMEN T
WHICH WAS OBTAINED IN SPRING OF 2014.
^F. H.
MANHOLE ,`1.
P.P. W.M.
-I■- POWER POLE ❑
0 EXISTING MONUMEN T N
G.M.
10 FUTURE MONUMENT 19
S.L. G.V.
3� STREET LIGHT DQ
STREET LIGHT W/MAST ARM {�
1 0 C.O.
CLEAN OUT loop=
C!"
ROUGH GRADING P AN
mr mu
MESA MAR -I -N- PHASE If
LOCATION MAP
NO T TO SCALE
UNADJUSTED WUANTITIEA'
ITEM ESTiMATED UNIT OF
ouaNnrr MEASURE
EARTHWORK CUT 167802 C
EARTHWORK FILL 152209 C
MET EARTHWORK CUT 15594 C
e -v rn ir
CALIFORNIA, --
PROJECT WILL BE CONSTRUCTED BY CITY
CREWS/ANNUAL CONTRACTORS
NO TE:
THE CON TRA C TOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642--24441 48 HOURS PRIOR TO
EXCA VA T%ON.
S WPPP WDID N0.
5F15C369959
QRpEESS/ON�
pq
C/) d ��
CD T'
� C 67008 ;0
Exp.9-30--14
QF CAL
7.9-164
CITY RECORD No.
NICOLAS
PUBLIC WO.FIDLER,
O.
POSITION CURRENTLY VACANT
ASSISTANT PUBLIC WORKS DIRECTOR
CIVIL ENGINEER IV — DESIGN ENGINEERING
Jeb N®.: P4C132 ROUG GRADING PLAN
PRE—EMPTION DEVICE File Patha :1 J CTS121-014\P4C1 Mesa aria hse ll� ®u rain len -June 2014
File area Rough Grading Plan.dwg
MESA MARIN PHASE11
1
DATE
DATE
i
CONVENTIONAL
SYMBOLS
EASEMENT ..__._._._.._._._._._...._._._.
..... _.... _.......... ....... .._.._._._._._.._.._.
EXIST. CURB &GUTTER
RIGHT—OF—WAY
EX/ST A. C. FLOWLINE
-----------------------------------
CENTERLINE '�'
'�' '�'
EXIST. EDGE OF PAVEMENT
RAILROAD TRACKS
f3
GUARD RAIL
X
CHAIN LINK FENCE
IMPROVEMENTS
--------
DRAINAGE SWALE
UTILITY SYMBOLS
w
EXIST WA TER LINE
s —
EX/ST SEWER LINE
G --
EXiS T GAS UNE
sD —
EXIST STORM DRAIN
OH
EXIST AERIAL
E —
EX/ST UNDERGROUND
LINES
POWER LINE
Tv
EXIST UNDERGROUND
T —
EXIST UNDERGROUND
TV CABLES
PHONE L/NE
o
EX/ST 0/L LINE
FO —
EXIST FIBER OPTIC LINE
^F. H.
MANHOLE ,`1.
P.P. W.M.
-I■- POWER POLE ❑
0 EXISTING MONUMEN T N
G.M.
10 FUTURE MONUMENT 19
S.L. G.V.
3� STREET LIGHT DQ
STREET LIGHT W/MAST ARM {�
1 0 C.O.
CLEAN OUT loop=
C!"
ROUGH GRADING P AN
mr mu
MESA MAR -I -N- PHASE If
LOCATION MAP
NO T TO SCALE
UNADJUSTED WUANTITIEA'
ITEM ESTiMATED UNIT OF
ouaNnrr MEASURE
EARTHWORK CUT 167802 C
EARTHWORK FILL 152209 C
MET EARTHWORK CUT 15594 C
e -v rn ir
CALIFORNIA, --
PROJECT WILL BE CONSTRUCTED BY CITY
CREWS/ANNUAL CONTRACTORS
NO TE:
THE CON TRA C TOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642--24441 48 HOURS PRIOR TO
EXCA VA T%ON.
S WPPP WDID N0.
5F15C369959
QRpEESS/ON�
pq
C/) d ��
CD T'
� C 67008 ;0
Exp.9-30--14
QF CAL
7.9-164
CITY RECORD No.
NICOLAS
PUBLIC WO.FIDLER,
O.
POSITION CURRENTLY VACANT
ASSISTANT PUBLIC WORKS DIRECTOR
CIVIL ENGINEER IV — DESIGN ENGINEERING
Jeb N®.: P4C132 ROUG GRADING PLAN
PRE—EMPTION DEVICE File Patha :1 J CTS121-014\P4C1 Mesa aria hse ll� ®u rain len -June 2014
File area Rough Grading Plan.dwg
MESA MARIN PHASE11
1
DATE
DATE
Z
O
Q
U
z
W
n
W
t -
V?
iM-
W
d
w
F --
O
1
CL
Q
n
N
r
N
st
T_
o
(N
0
a�
0;
..0
c-
f.-
t�
V
O
O
U)
d
0
V)
4-a
E
v
O
O
0
U
i
U)
r
All
GRADINGGRADING NOTES
1. ALL ♦ R SITE PREPARATION SHCONFORM i THIS PLAN,
APPENDIX
rr i A• • 33 OF
THE LATEST EDITION CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO, AND
THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZANAND ASSOCIATES,PROJECT
022-07192 DATED MARCH 10, 2008. THESE DOCUMENTS SHALL BE, MADE A PART HEREIN.
2. ALL DESIGN . )NS SHOWN ARETO FINISHED GRADE,OTHERWISE i R
3. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED (34RADING" IN ACCORDANCE WITH
THE GRADING !R ► SHALL EXERCISEf i!'T CONTROL DURING
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND
CODES WITHIN HIS PURVIEW.
4. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF A SOILS ENGINEER.
THE GEOTECHNICAL ENGINEER SHALL PROVIDE ! DURING
PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO
BE
APPLICABLE ii
SOILS5. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE
• OR THE ENGINEERINGGEOLOGIST OF i i DURING GRADING,
WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR
AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE
THE DUTY OF PERMITTEE iNOTIFY THE BUILDING OFFICIAL IN WRITING CHANGE
PRIOR TO THE RECOMMENCEMENT OF GRADING.
s. THE CONTRACTOR SHALL PREVENTDUST NUISANCE FROMOIUGINATING FROM
i
WORK AS A RESULT OF OPERATIONS DURING THE EFFECTIVE • ''ii OF ! '
PREVENTATIVE MEASURES .KEN BY THE CONTRACTOR TO MITIGATE THE IMPACT
OF
DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL
DISTRICT REGULATIONADDITION i ANY DUST CONTROLPLAN,A SHALL
INCLUDE, : ! i • FOLLOWING:
A. PRE -ACTIVITY:
PRE-WATERA. SITE SUFFICIENT TO LIMIT VDETO 1 OPACITY.
DURINGB. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME.
B. !• •
A. APPLY WATER OR OTHER
APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDETO
OPACITY
B. LIMIT ACTIVITY TO PERIODS OR LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN
WIND BARRIERS TO LIMIT VDEi ;% OPACITY.
C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS
AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20%
OPACITY A i MEET THE CONDITIONSOF A STABILIZED UNPAVED i X SURFACE.
C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY:
A. RESTRICT VEHICULAR ACCESS TO THE AREA.
B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE
CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF
DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA
MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED
IN RULE 8011.
D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS:
A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE
REMOVED . i OF .WORKDAY.►. OUT BEYOND 50 FEET OR
SHALL : REMOVED R ,
B. CLEANUP SHALL ACCOMPLISHED ! MANUAL SWEEPING OR
APPROVED
EQUIPMENT
AND METHOD A SPECIFIED BY THE SJVUAPCD.
C. THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL
- OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED.
D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE
CONTRACTOR.
7. IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS
ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSER7VATION/ DIVISION OF OIL GAS AND
GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATIOV.
8. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE
UNCOVERED, THE CONTRACTOR SHALL STOP WORK AND RETAIN X QUALIFIED ARCHEOLOGIST
FOR FURTHER STUDY. THE CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND BE
SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHEOLOGIST.
9. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED
SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE
REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE
PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT
BOUNDARY.
10. ALL ONSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR.
ANI
A Am
'AL ML
w
GRADING NOTES CONTINUED
THE SITE SHALL BE i AND GRUBBEDii.; iROOTS,i!
TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF
TREES, ri! SEPTIC. ABANDONED
►. ii ii ! is ! PIPELINES OR THE LIKE, SHALL r -
FILLED.
12. THE CONTRACTOR SHALL GRADE THE PAVING AREAS WITHIN 0. 1 FOOT OF SUBGRADE. IF SUCH
AREAS SHOULD BE FOUND TO BE MORE THAN 0. 1 FOOT FROM THE DESIGN SUBGRADE ELEVATION
AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING
AT NO COST TO THE OWNER.
13. ALL CUT AND FILL SLOPES SHALL BE 2:1 (2 HORIZONTAL TO 1 VERTICAL) OR FLATTER, UNLESS
OTHERWISENOTED ANDAPPROVED s •ENGINEER.
14. FILL AREAS SLOPING STEEPER. THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL.
15. FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR
PLANNED CUT SLOPES.
16. ALL SLOPES IN EXCESS OF 3 FEET IN VERTICAL HEIGHT TO BE PREPARED AND MAINTAINED TO
CONTROL AGAINST EROSION.
17. FOR i DEVELOPMENT, BERM OR DRAINAGE SWALE SHALL #,
! CONSTRUCTED ALONG
• OF ALL CUT AND FILL HILL-SIDSLOPES'' RUNOFF i OVER !
18. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL.
19. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN
UNCOMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE
CONTENT i . COMPACTING R SOIL STABILITY). ENGINEERED FIL
MATERIALSSHOULD BE COMPACTED TO MAXIMUM DENSITY SHOWNON AND
DETERMINED : 1 i7 CALIFORNIA BUILDING i i AND SO CERTIFIED BY ',. R REPORTS FRO .
SOILSTHE •
1 AND FILL QUANTITIES SHOWNON X FOR A PURPOSES ONLY.
ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THESE WILL BE THE ACTUAL
QUANTITIES. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND
THE SITE TERRAIN, PREPARE HIS OWN EARTHWORK CALCULATIONS. IF . OR AN
EXCESS OF # ARISES
DURING GRADING,• • i i Oi ' SHALLi
BALANCECONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE
THE BETWEEN CUT AND
21. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE BORROW AREAS WITH THE
INSPECTOR AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
22. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE THAT IS COORDINATED WITH THE
ENGINEER AT THE TIME OF GRADING
23. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
(A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS,
(B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF
AND
INFORMOF • DURING EARTHWORK OPERATIONS
MIGHT EFFECT FOUNDATION S. , !, THAT THE ITEMS MAYt.A D UNDER THE
ENGINEE
(THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES,
ABANDONED • R FILLS, ETC.)
FINAL24. UPON COMPLETION OF THE GRADING, AND BEFORE THE START OF CONSTRUCTION, A
REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER
AND BUILDING DEPARTMENT BY THE SOILS ENGINEER.
25. AFTER COMPLETION OF THE GRADING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ON A
FORM PRESCRIBED BY THE ENGINEER, A STATEMENT THAT THE GRADING HAS BEEN COMPLETED IN
ACCORDANCE
' • R .., PLANS
., A i SPECIFICATIONS
,'A .! i T PROJECT,
Y', . .R ALL
RECOMMENDATIONS AND REQUIREMENTS OF THE SOILS REPORT FOR THE PROJECT, IF ANY.
File Nome: -, Morin
ar►, •PADILLA
_.
PULIC WORKS ia�
l
ISTERED CIVIL ENGINEER
o PROF E ss, oN��
�
C 67008 �
Exp.9-30-14
CITY OF BAKERSFiELD
1501 TRUXTUN AVENUE gTFOF'CAL�F���
BAKERSFIELD, CA 93301
REVISIONS
No. DATE DESCRIP TION
li(
7.9-164
CITY RECORD No.
MESA MARIN PHASE SH
EE T N0.
ROUGH GRADING PLiAN 2 OF 5
1 2 :3
z
0
C)
z
Lli
F
p
LLJ
V)
5z
m
0
0
n
Ln
cv
-0
c
0
F-
0)
C:
i6
0
0
ry
o
CN
(1)
0
0
0
-C
0)
:3
0
ry
U)
0
n
0
0
C)
,I-
n
C)
o
(N
LLJ
3
0
ry
m
Drown: S CLAYTON
PUBLIC WORKS DEPARTMENT ,'Job No.: P4C132 .,,fnc7ineer.- D PADILLA
Checked By.
ate: Jun. 20, 14
MESA MARIN PHASE
ROUGH GRADING PLAN
?onVESS/0
Yk
P4 <�
R GIS TERED Cl VIL ENGINEERC 67008
('Y
Exp.9-30-14
Cl TY OF BAKERSFIELDC/V�\-
1501 TRUXTUN A VENUE OP CAL
AK
BERSFIELD, CA 93301
GRADE AND COMPACT TO 907c
COMPACTION.. CONTRACTOR TO SCARIFY
MIN. OF 6"' FOR ALL AREAS OF FILL.
GRADE AND COMPACT TO 80%
COMPACTION. CONTRACTOR TO SCARIFY
MIN. OF 8" FOR ALL AREAS OF FILL,
m
SCA L E.- 1 80'
7.9-164
SHEE T NO.
3 OF 5
2
W
z
0
z
Li
pT-
V)
Et -2
PRESMWM OF EXISTING VEGETATION
Wik# - I
MMA DEMY AND, STORAGE
S *"r FENCE
-2
MATE USE
5
C �Gf - 'AIL PER THIS SHET
-3
SVOCK PU M GEMENT
SEE -5
FSM RMS
W.M---4
SPiLL , I AND CONTROL
SE-- 7
STRW SWMW AND VACUUMING
WM-5
SOLID WASTE MENT
0
PROTEM DR"X INLET FROM
4 -6
WNSTE MANAGEMENT
SE Iff XTRAM ION.
16-1-7
LVNT SOIL MANAGEMENT
TC- I
ST CONS UC170N ENTRANCE
WM-8
WASTE MANAGEMENT
WE- I
BRUSION COUrROL
084-9
SA.MAR YI-SEPTV WASTE MANAGEMENT
-1
V C
WAT- R IaNSE )N PRAC77CES
WM-10
MO *AM WAGEMM
A';
IS -8
VEH AND -QV
E 'IFIMENT CLEANING
NS -9
VME AND MWIMENT FUEUNG
DMW DRAINAGE
101
MEHICLE AND DQUIPMENT MAINTENANCE
PRO 0NNAGE
NIS- 12
00INCRIETIE. -clu'RING.
W CE LIMITS
Ns --i3
% f"SNWG
SITE SPECIFIC NOTES:
THS 9TE WS �_X D 16 A RISK LBEL I DlAND S C Y
IiIYiM ALL OF TW REWREMUM OF' THE PROJECT SMW AW AS SPMRE) #q ATTACHMENT C
OF T,,14E 4.)E
=MV AURK MJP%fENT STORAGE AREAS AS NM FM MNSMXMON PER THE
C% 13MP � ONO )K
PROWDE SMa000 STM� DRAIN INLET PROTECTION Pg� MP STM040 SE -10 OF THE EXISTING —
04UFUW BMP WOM)K PROVIDE kl-7 PROflEXPON FM EVS71W NEIS AT 75ART PARKING LOT
OF C SIR M XS PROPOS.ED INLETS ARE CONS MET PROURON S14LL BE
AS -Ir
7W 0)%MUCnM DMIME IS DESIGNED TO RMT SOL 7RCK CFF MI THE STREET LA -
--n
•ff W BE, BLE TO
THE i'N AND PARX LOTS ARE ")L .. . . . . ... . ..
ON Xt
FE 1 14 ENTRANCES V11TH R53UPLAR STRE �1,%EEF H
R P�A( 010, T IS IS UP
. . . . . . . . . . . . .O
teNN' TR4
R)T CU C�j S uCTION
S4
)EXIT
RANCE 'A'
m 44:"
E:N T"'
SAMAj% LOW(WS S�ALL BE AT MINIMUM WOM t�P�M (0�� SWPLE) AND&
-PON ACMOTICS. SAMPUW S ON M AS NMW aA r
WN OF =�MJC SIS PE
THEs. 36 ,AND C
RXTION GENERAL PERMITrC 20'x5'G gravel Pad
m
yj
v.
L
,5) N T A" SC�A FIRE WD W.. LOCATED W !3HOMN,
. . . . . . . . . .
Lj
H 0
ja
r.ac OMTM)L 8MP.- EC -2. SE -1. SE -3m SE -6 OR 040,4,
PROPOSED 7+
I — "- ' a . "I" " ./ 6"
/*
PARKING LOT
ell,
uj
"K
Lij
Jr
GENERAL EROS, ION CONTROL NOTES.
FF
el
0✓fFO
SHkL NOT COM,
S BEN RECEIVED 6Y 00
1, LAND DSnAgM ACMM MENCE tNM AFFWAL ID DO SO HA,fr
L1✓
2 7�E MM�AL 0WRCIM, swu smcmy AwM �M 7W SMAM WM poLLuTioN PPEVENTION RAN (8VPF�
OLAW 0/2 OPERATIONS). IF nELD CONUnL W1A "�SS
W�pp MAY BE IMODIF0 AS LkW AS✓
"141 m CN WERAL PERMIT COND17IONS ARE Mn AW XOMMi TO THE SWPPP MU5 BE NOTM IN umm
x
E
-4
K. ON S[7E.
RADING SHALL eEGIN LWM AU- r^` K' V�M)N AND SEDIMENT CWRGL ME4SURES
3, NO LNO QDONG OR G
w j—
ST t
BEENrr
00
LLULD
...........
4. NS F� SiVI Wr R, CONSIDERED ALL Wa.09VE AS ] E CENE CONTRACTOR SHALL TAKE ALL NE PROPOSEDr df
QQ SOIL SEDIMENT FROM LWNG� "IN 9X MD SE �N COMPU*ICE MTH THE 0ONSTRt ON DOG PARKPF
PRDX-MCWS T P
y
mom "NMI" 41
a.
.......... . . ..... ..............
DAT APPLY
5MO�AL aNtRCM SIALL COMPLY VATH ALL S7AIE AM LOCAL UMW�M
y.Iwo. ow
AM sEDIMEw cowRoL mE Mi BE JR5 tF DEEMED NECESSARY By ON SE
Lir XM, E
omm mum
-INS r
ST 5TO
-7 FROTE= SHALL BE PRCMDED TRO 7 W ET ON U: "THE PROJECT. EXISTIN't>' DMN IWM eo�
7, -0, N ANLE
Ilk, I I
.,I '�:' ", I I )Yll"
�' I
4:1
S " ALL BE P WIL FINAL REMOVAL AND M C% W SM SWtLLI BE PROPERLY CAPPED M PREVEW AREA (I
T
FRW E T -RA -111" "HE STORM DRAW SYSTEM.
..........
U1
Z
E k)OON HAM -PPA,A'ANE
& C SHN-L BE RnPONSIBLE TO' T,*�E Wi It M NECESFARY TO ESTABUEN
-W. 4 .1 'to 141)
ZOON ON AW D(POSED AREAS WHEN 1W PRWWr IS C
/Z 4C C
Ilk I
mm J.
>� l ` f ,• ;>r}' f'r ,F<'<J ' ,lA;a^vwsnwww,vn ,w,,,n<r/N,> a)NiLa:SOY4:tiJ:Ku/<(+,a:J.wnw '4R `x + 'j 4 /�"' .,.,a� i
ell
Lu
�Iq
T
10EN'
rA L
-09
—'H
0 H D
Irea.. s- of Roij
Z
vk
x
Vk'k Q
On
Grade.
x
-;53L k
DOUGLAS* K. FLETCHER ELEMENTARY
A.
x
PAUL L. CATO MIDDLE SCHOOL
1\-,e
.101
<
A
:XV,
V t
0A
`nary � � ��, a S. � ,� %' � � (`��
'AK
"6
A
.. .........ufi
File Name: Meso Morin S CLAYTON
rw%
t
job No.: P4C1J2 !1-naineer: --fUBLIU' WORKS DEPAff TMENT D PADILLA
iChecked By
in
P h
e cla g
7.9-164
0 1-1 ............. . ..... . ..... 1-1- . ...... a
No.
4 OF 5
2
z
0
n
U)
m
0
_j
CL
"5
n
C111i
0
o
cl�
cl�
c-
0
_0
VJ
AN
E&STING
FIRIE HYD"'RA
III I III I, m! 11, 1111, 1 Im" I "I III, I III III Mi 11, 1, Ili0i'll0lil
E"'ISTING FIRE HkT'4'0::RANT:
A•
'PRIMARY.
E Aj IME
WATER 8OURCE
MMMEM
mn
........... .............. .
EXISTING
G
-ANDSCAPING
L
la
N -I. -EXISTING
Z T
FIRE HYDRAN
ihe
'0 1 ........... .....
"d
RINDI NGS
A8PHALT
FOR TEMPORARY k AD
J
V
�op Q
, h
&
25'WIDE'
m
"is
Ik
j,5 tlk
w
4i
-A,
..... �MAjj.ZW :,\1V1mx.%m% "VJ1TY
YARD AND F..;A
T 01
j
k
. ...... EXIST -IN".
RALL
k 1i k
SOFT
-Z'I
FIELDS
Iff JV
U
En
;T w�j . . . . . . . . . . . . . . . . .., . I m
. . . . . . . . . . . . . . .
M,
..... . ............
A_H
.......... .
15
. . . . . . . . . . . . .
k ISTRU'
'k ICE AN"U" EXIT
ENITKA11.1
20 x50' gravel pad
........... ...........................
1
$' It J
lutj I
>
X z
All
1i'..
LIJ
LL) fiI
LL 11
v.
I<
Z
Z,
LL
W I
z N
Lj I
01"
<
00
.-V
A;
Q/
w
�A-
A
P11ROPC)SED
PARKII, G LOT
INIM
100145=20
F% I
AR11.
. .. ..................... ............... ....................
V HWAY
CITY OF BAKERSFIELDi CALIFORNIA
............... .................................... .......................... ..... .......... .............. -1.1 .................. .................... ............ - .............................................. ................
Xi$
0 .4
MA
S
>
>1
as of
<
x
_A
lq;o,
x
- � �xk
r.
7r
A V
"A
Vok
is.
X
N
X
R_
IN
•
........ . .
%\
NI/
X
.............. ..............................
SCALE�
7.9-164
w,