HomeMy WebLinkAbout1.4-7267GENERAL NOTES:
GENERAL:
CITY OF BAKERSFIELD, COUNTY OF KERN, CALIFORNIA
CMU SCREEN WALL CONSTRUCTION PLANS
1. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA
SEE WALL PROFILES FOR TOP OF WALL ELEVATIONS.
BUILDING CODE (CBC). CURRENT EDITION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL
GROUND
FOUNDATIONS:
EXISTING CONTOURS - MAJOR
AP
ANGLE POINT
GUY
UNE.
99
3. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD
FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS
BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
REPORT AS PROVIDED.
4. GRADE BREAKS IN FOOTING TO BE STEPPED. o
CONCRETE:
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
BCR
DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
MAILRALS:
6. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
REI FORCING: DEFORMED ASTM A615, GRADE 40.
CEI IENT: PORTLAND CEMENT, TYPE II, ASTM C-150.
A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
AGGREGATE: ASTM C-33 I" MAXIMUM.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
WA R: CLEAN AND POTABLE.
THE NUMBER AND LOCATIONS SHALL BE DETERMINED BY THE CITY ENGINEER.
CON RETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING:
8. WATER PROOF SURFACE WITH I" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL
C 3 "B" CONCRETE. 2500 PSI AT 28 DAYS.
AS PER CITY STD. N01-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD.
INVERT ELEVATION
1j" AGGREGATE (MAX).
9. LAP_ FOR SPLICE OF REINFORCING STEEL SHALL BE 30 INCHES.
4 SLUMP (MAX).
10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS.
ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER,
11. BLOCKS AND BRICKS SHALL BE SET ON GRADE. TRUE, PLUMB AND STRAIGHT. CURVES SHALL
cKEE
BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED
CATV
PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE %' (t 1/8'). ALL
L
LEFT
REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN
MASONRY:
CB
END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED.
NG
ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS.
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12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
CURB FACE
REINFORCING MATERIALS: ASTM A615, GRADE 40 DEFORMED.
13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND
ADMIXTURES: ONLY AS APPROVED BY ENGINEER.
NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
WATER: CLEAN AND POTABLE.
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE
PL
EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION.
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14. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE
STRENGTH: TYPE S, 1200 PSI AT 7 DAYS AND 1800 PSI AT 28 DAYS.
PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
PB
IS USED.
GROUT:
15. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF
SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL
STRENGTH: 1500 PSI AT 7 DAYS AND 2500 PSI AT 28 DAYS.
CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION.
PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE
BLOCK SHALL NOT BE LAID AT A SUCH RATE TO CAUSE DEFORMATION OF LOWER MORTAR COURSES.
SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE
COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).
CO
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE
PVC
APPROVAL OF ANY SIGNAGE.
16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY
COB
FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED
R
TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
CONCRETE
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY.
REINFORCED CONCRETE
UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED
DL
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE
RR
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO
DROP INLET
CONSTRUCTION. 1-800-227-2600.
RIGHT OF WAY
19. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS
DIA
OF THE CITY OF BAKERSFIELD.
SDMH
20. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661)326-3049.
DRIVEWAY
BLOCK TYPE: SMOOTH FACE AND 1 COARSE FLUTED
STREET LIGHT
6"X8"X16"
EC
BROWN OR TAN TO MATCH EXISTING SOUTH SIDE OF BERKSHIRE ROAD
SW
PATTERN: RUNNING BOND PILASTER
•ECR
21. WALLS TO BE CAPPED WITH MORTAR CAP.
END CURB RETURN
ABBREVIATIONS
NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP.
W THE DELIVERY OF THIS DRAWING SHOULD NOT BE
CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
OF THIS DRAWING IMPLIES THE REVIEW AND
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
w THIS INFORMATION IS AT THE SOLE RISK OF THE USER.
U
LEGEND
Cf PP
EXISTING POWER POLE
AC
ASPHALT
GRD
GROUND
100
EXISTING CONTOURS - MAJOR
AP
ANGLE POINT
GUY
GUY WIRE
99
CONTOURS - MINOR
BC
BEGIN CURVE
HB
HOSE BIB
SD
STORM DRAIN (SIZE AS NOTED)
BCR
BEGIN CURB RETURN
HORZ
HORIZONTAL
iD
EXISTING STORM DRAIN MANHOLE
BLDG
BUILDING
HP
HIGH POINT
Q In Q� ��
EXISTING UTILITY STUB
BLKW
BLOCK WALL
INV
INVERT ELEVATION
- - --
- EXISTING OVERHEAD POWER LINE
BW
BACK OF WALL
JP
JOINT POLE
cKEE
PROPOSED FG BACK OF WALL
CATV
CABLE TELEVISION BOX
L
LEFT
U
SIGHT LINES
CB
CATCH BASIN
NG
NATURAL GRADE
n
N
CF
CURB FACE
OH
OVERHANG (EAVES)
N<
CL
CENTERLINE
PL
PIPELINE
U
o
CLF
CHAIN LINK FENCE
PB
PULL BOX
CMP
CORRUGATED METAL PIPE
PP
POWER POLE
CO
CLEAN OUT (SEWER)
PVC
PLASTIC PIPE
COB
CITY OF BAKERSFIELD
R
RIGHT
CONC
CONCRETE
RCP
REINFORCED CONCRETE
DL
DAYLIGHT
RR
PIPE RAILROAD
DI
DROP INLET
R/W
RIGHT OF WAY
DIA
DIAMETER
SDMH
STORM DRAIN MANHOLE
DRV
DRIVEWAY
SL
STREET LIGHT
EC
END CURVE
SW
SIDEWALK
•ECR
END CURB RETURN
SS
SANITARY SEWER
J
EG
EXISTING GRADE
SSMH
SANITARY SEWER MANHOLE
3
ELEC
ELECTRIC
STA
STATION
EDR
EDGE DIRT ROAD
TC
TOP OF CURB
z
EP
EDGE OF PAVEMENT
TELE
TELEPHONE
ELEV
ELEVATION
TF
TOP OF FOOTING
ETW
EDGE TRAVELED WAY
TOE
TOE OF SLOPE
EUC
EUCALYPTUS
TOG
TOP OF GRATE
N
FNC
FENCE
TOP
TOP OF SLOPE
FF
FINISH FLOOR
TW
TOP OF WALL
FG
FINISH GRADE
TYPICAL
W
FH
FIRE HYDRANT
VLT
VAULT
FL
FLOW LINE
VERT
VERTICAL
FS
FINISH SURFACE
WM
WATER METER
a
FW
FACE OF WALL
WV
WATER VALVE
o
GB
GRADE BREAK
OHE
OVERHEAD ELECTRICAL
_
GM
GAS METER
NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP.
W THE DELIVERY OF THIS DRAWING SHOULD NOT BE
CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
OF THIS DRAWING IMPLIES THE REVIEW AND
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
w THIS INFORMATION IS AT THE SOLE RISK OF THE USER.
U
LEGEND
Cf PP
EXISTING POWER POLE
o
EXISTING UNDERGROUND MARKER
E-
EXISTING DOWN GUY
100
EXISTING CONTOURS - MAJOR
B
EXISTING CONTOURS - MINOR
100
CONTOURS - MAJOR
99
CONTOURS - MINOR
- - - - - - -
- GRADE BREAK
F_
LIMITS OF COMPACTION
SD
STORM DRAIN (SIZE AS NOTED)
- - - -
- EXISTING WOOD FENCE
Q
EXISTING BLOCK WALL
iD
EXISTING STORM DRAIN MANHOLE
u-
EXISTING SIGN
❑
EXISTING UTILITY BOX
Q In Q� ��
EXISTING UTILITY STUB
EXISTING SEWER MANHOLE
�j
EXISTING POWER POLE
- - --
- EXISTING OVERHEAD POWER LINE
$
EXISTING SEWER UNE
ow
PROPOSED FG FRONT OF WALL
cKEE
PROPOSED FG BACK OF WALL
WALL - PROFILE VIEW TOP/FOOTING
OAD
WALL - PLAN VIEW
U
SIGHT LINES
1
TAFT HIGHWAY
EXISTING GROUND PROFILE VIEW
CITRUS CREEK DRIVE t
ALMOND CREEK DRtVE
TRACT 7267
KEY MAP
SCALE: 1"=2009
DRAWING INDEX
SHEET NUMBER
REV.
DESCRIPTION
1
B
TITLE SHEET
2
B
WALL STA. 10+03.00 - 17+22.25
3
B
WALL STA. 17+58.72 - 22+21.80
4
B
DETAILS SHEET
DECLARATION OF RESPONSIBLE CHARGE
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF TO COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT
THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR
QROFESS/p,�OTHER REVIEW BOARD
�gERr0 Fy ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS
Q qo `y AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
JNo 67so2 CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
* * SUBMITTED TO THE CITY ENGINEER.
��qTFV �\ (o Z Z'' (0
CA
L ALBERTO LOPEZ R.C.E. #67602 DATE
REVIEWED: ;; .
G/Z%/4,
RYAN STARBUCK - TRAFFIC ENGINEER DATE
TR #2327
REVIEWED: D p
THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR D
ATE
R.C.E. # 33710
I
APPROVED: a� -7 Lq
s
NICOLAS FIDLER-PUBLIC WORKS DIRECTOR DATE
R.C.E. #61069
SALES LOT
100' PG&E EASEMENT AS
RECORDED MAY 12, 1953,
IN BOOK 2079, PAGE 544,
O.R., AND MAY 15, 1953,
IN BOOK 2081, PAGE 223,
O.R.
i
N
W
d'
O
Ix
R
UNDERGROUND UTILITY STATEMENT
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY
CALLING 811.
WHITE
SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVAN DEVALKODPSI I NC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837-9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOTS 18 do 23 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE S.W. 1/4
OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF
TRACT MAP No. 6359 PHASE 2.
ELEVATION = 344.54 PER CITY OF BAKERSFIELD DATUM.
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E.
M.D.B.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS THE BASIS
OF BEARING SHOWN ON THIS MAP.
SITE INFORMATION
APN: 540-010-17 & 540-010-14
NUMBER OF LOTS: 113 - 31.44 GROSS ACRES
PHASE 1 - 71 LOTS - 19.67 GROSS ACRES
PHASE 2 - 42 LOTS - 11.77 GROSS ACRES
ALTERNATE STREET NAMES
CATTLE CREEK DRIVE
WINDFALL LANE
UTILITIES:
CITY FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 9330.1
PH: (661)326-3911
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
SEWER/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (661)326-3724
FLE TRI
PH: (877)743-7782
CABLE
BRHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM
PH: (661)616-5500
DIAL TOLL FREE
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
WDID #: 5F15C372120 C2 G 7.
CITY RECORDS NO:
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SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVAN DEVALKODPSI I NC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837-9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOTS 18 do 23 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE S.W. 1/4
OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF
TRACT MAP No. 6359 PHASE 2.
ELEVATION = 344.54 PER CITY OF BAKERSFIELD DATUM.
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E.
M.D.B.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS THE BASIS
OF BEARING SHOWN ON THIS MAP.
SITE INFORMATION
APN: 540-010-17 & 540-010-14
NUMBER OF LOTS: 113 - 31.44 GROSS ACRES
PHASE 1 - 71 LOTS - 19.67 GROSS ACRES
PHASE 2 - 42 LOTS - 11.77 GROSS ACRES
ALTERNATE STREET NAMES
CATTLE CREEK DRIVE
WINDFALL LANE
UTILITIES:
CITY FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 9330.1
PH: (661)326-3911
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
SEWER/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (661)326-3724
FLE TRI
PH: (877)743-7782
CABLE
BRHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM
PH: (661)616-5500
DIAL TOLL FREE
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
WDID #: 5F15C372120 C2 G 7.
CITY RECORDS NO:
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CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
L) GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
OF THIS DRAWING IMPLIES THE REVIEW AND
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
W THIS INFORMATION IS AT THE SOLE RISK OF THE USER.
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C �J MATCH S45'00'47"E 33.07' 3 3 43'5 07"E 33.25' 54
6JSATON WILD
MUSTANG DRIVE ARROWHEAD TRAIL COURT WHISKEY CREEK DRIVE
BERKSHIRE ROAD
STA: 10+03.00 TO STA: 17+22.25
HORZ: 1 "=40'
370
365
360
Wv
350
345
340
335
10 -
WALL PROFILE
WALL STA: 10+03.00 TO STA: 11 +27.68
HORZ: 1 "=40'
VERT: 1 "=4'
370
365
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355
350
345
340
335
40
12+00 12+50 13+00
13+50 14+00 14+50 15+00
WALL PROFILE
WALL STA: 11+68.55 TO STA: 17+22.25
HORZ: 1"=40'
VERT: 1 "=4'
15+50 16+00 16+50 17+00
370
W
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40' 0' 40' 80'
SCALE:1 "= 40'
365 WALL NOTES:
1. ALL WALL STATIONS AND OFFSETS ARE TO THE CENTER OF WALL
2. ALL DIMENSIONS ARE CALCULATED FROM BACK OF WALL (LOT SIDE) UNLESS
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16 °.
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365
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22+50
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