HomeMy WebLinkAbout1.4-7267 Ph 1 & 2 Record DrawingCITY OF BAKERSFIELD, COUNTY OF KERN, CALIFORNIA
CMU SCREEN WALL CONSTRUCTION PLANS
GENERAL NOTES:
GENERAL:
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
ANGLE POINT
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
FOUNDATIONS.
HOSE BIB
LINE
BEGIN CURB RETURN
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
BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
REPORT AS PROVIDED.
4.
GRADE BREAKS IN FOOTING TO BE STEPPED.
CONCRETE:
5.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
BACK OF WALL
JP
DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
MATERIALS,
B.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
REINFORCING: DEFORMED ASTM A615, GRADE 40.
CB
AS.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150.
NATURAL GRADE
OF
AGGREGATE ASTM C-33 J" MAXIMUM.
7.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
WATER: CLEAN AND POTABLE.
CENTERLINE
THE NUMBER AND LOCATIONS SHALL BE DETERMINED BY THE CITY ENGINEER.
CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING:
8.
WATER PROOF SURFACE WITH }" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL
CLASS "B" CONCRETE, 2500 PSI AT 28 DAYS.
PULL BOX
AS PER CIN STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD.
9.
IAP FOR SPLICE OF REINFORCING STEEL SHALL BE 30 INCHES.
14" AGGREGATE (MAX).
CLEAN OUT (SEWER)
PVC
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
CONCRETE
RCP
BE WD OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED
DL
DAYLIGHT
PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE'/J" (i 1/8'). ALL
PIPE RAILROAD
DI
REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN
MASONRY
RIGHT OF WAY
END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED.
DIAMETER
SDMH
ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS.
MATERIALS -
12.
BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
EC
END CURVE
REINFORCING MATERIALS: ASTM A615, GRADE 40 DEFORMED.
13.
CONTRACTOR SHALL VERIFY LOCATION OF UREIDES PRIOR TO COMMENCEMENT OF WORK AND
ADMIXTURES: ONLY AS APPROVED BY ENGINEER.
SS
NOTIFY ENGINEER IF CONFLICT WITH UTILITIES
ENGINEER CONTRACTOR SHALL BE RESPONSIBLE FOR
WATER: CLEAN AND POTABLE
EXISTING GRADE
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE
S FO
SANITARY SEWER MANHOLE
ELEC
EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION.
MORTAR -
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.
TC
PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
EP
EDGE OF PAVEMENT
IS USED.
GROUT:
15.
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF
STRENGTH: 1500 PSI AT 7 DAYS AND 2500 PSI AT 28 DAYS.
TOP OF FOOTING
SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR RENEW AND APPROVAL
CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION.
TOE
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.
EUCALYPTUS
SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL SIGN PLANS SHALL INCLUDE
TOP OF GRATE
FNC
COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).
TOP
TOP OF SLOPE
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE
FINISH FLOOR
TW
APPROVAL OF ANY SIGNAGE
FG
16.
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2'. ANY
TYPICAL
FH
FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED
VLT
VAULT
TOP OF GRADE AT LEAST 16' OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
FLOW LINE
17.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
FS
FINISH SURFACE
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY.
WATER METER
FW
UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED
WV
WATER VALVE
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE
GRADE BREAK
OHE
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
GM
18.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO
CONSTRUCTION. 1-800-227-2600.
19.
ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS
OF THE CITY OF BAKERSFIELD.
20.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661)326-3049.
BLOCK TYPE: SMOOTH FACE AND 1 COARSE FLUTED
6"%8"X16"
BROWN OR TAN TO MATCH EXISTING SOUTH SIDE OF BERKSHIRE ROAD
PATTERN: RUNNING BOND PILASTER
21.
WALLS TO BE CAPPED WITH MORTAR CAP.
ABBREVIATIONS
AC
ASPHALT
GRD
GROUND
AP
ANGLE POINT
GUY
GUY WIRE
BC
BEGIN CURVE
HIS
HOSE BIB
BCR
BEGIN CURB RETURN
HORZ
HORIZONTAL
BLDG
BUILDING
HP
HIGH POINT
BLKW
BLOCK WALL
INV
INVERT ELEVATION
BW
BACK OF WALL
JP
JOINT POLE
CAN
CABLE TELEVISION BOX
L
LEFT
CB
CATCH BASIN
NO
NATURAL GRADE
OF
CURB FACE
OH
OVERHANG (EAVES)
CL
CENTERLINE
PL
PIPELINE
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
EG
EXISTING GRADE
SSMH
SANITARY SEWER MANHOLE
ELEC
ELECTRIC
STA
STATION
EDR
EDGE DIRT ROAD
TC
TOP OF CURB
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
FNC
FENCE
TOP
TOP OF SLOPE
FF
FINISH FLOOR
TW
TOP OF WALL
FG
FINISH GRADE
TYP
TYPICAL
FH
FIRE HYDRANT
VLT
VAULT
FL
FLOW LINE
VERT
VERTICAL
FS
FINISH SURFACE
WM
WATER METER
FW
FACE OF WALL
WV
WATER VALVE
GB
GRADE BREAK
OHE
OVERHEAD ELECTRICAL
GM
GAS METER
NOTE ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP
THE DELIVERY OF THIS DRAWING SHOULD HOT BE
CONSTRUED TO PROVIDE AN EXPRESS MIREARTY OR
GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
APPROVAL OF DIAM OF ANY FUTURE USE ANY USE OF
THIS I NFORMATION IS AT THE SOLE RISKOF THE USER
LEGEND
Or PP
EXISTING POWER POLE
o
EXISTING UNDERGROUND MARKER
I
EXISTING DOWN GUY
100
EXISTING CONTOURS - MAJOR
-
EXISTING CONTOURS - MINOR
100
CONTOURS - MAJOR
_ 99
CONTOURS - MINOR
- - - - - - - -
GRADE BREAK
-
LIMITS OF COMPACTION
SD
STORM DRAIN (SIZE AS NOTED)
- - - -
EXISTING WOOD FENCE
WBE 0
EXISTING BLOCK WALL
SD
EXISTING STORM DRAIN MANHOLE
-'zT-
EXISTING SIGN
LI'
EXISTING UTILITY BOX
EXISTING UTILITY STUB
(S�
EXISTING SEWER MANHOLE
CY
EXISTING POWER POLE
- - - -
EXISTING OVERHEAD POWER LINE
--5
EXISTING SEWER LINE
U�Z
PROPOSED FG FRONT OF WALL
n
w
PROPOSED FG BACK OF WALL
0
W
WALL - PROFILE VIEW TOP/FOOTING
U��
WALL - PLAN VIEW
-
SIGHT LINES
- --
EXISTING GROUND PROFILE VIEW
FOR
TRACT 7267
F
Furoree Treacr
L -T
_ -
"-
Inc.� t ¢1 SALES LOT
ERKSHIROAD-1
w '
BRIMP
65
47 ,t �5 48 55 q o z` 7 39 IT
__��_��� c ' o
t. (_ 46 rcs d 57 4 x: 66 0 t� \ 100' PG&E EASEMENT AS
M I _ i 49 54 (� - RECORDED MAY 12, 1953,
BIT
i i �. 58 - 63 v 69 i 36 A - IN BOOK 2079, PAGE 544,
2 45le€ c ( o O.R., AND MAY 15, 1953,
®
50 <', Y w w n P- 53 W , Sg 62 a 70 m r l IN BOOK 2081, PAGE 223,
44
- ' = 41 s t 35 I O.R.
."� _'�-�... 9a S1 € 52 ter. 60 61
tLi�Y aoL,.Jx L'r.E- r a- 43 i r..�` m 34 0
DROVERS RUN ROAD q
42 G
41 40 39 38 37 36 35 R 34 33 32 31 29 30 31 32
Yi V 0
It .i. I 6?. V t
IF e: ! ,» , 'd 24 25 26 27 28 29 30 28 27 26 25 2
22 , YI
23
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0
- W E
KEY MAP \
SCALE: 1"=200' R
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
CIN OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT
THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR
pgOFESS/ OTHER REVIEW BOARD
�fRTo F ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS
AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
NO 67602 CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
* SUBMI ED TO THE CITY ENGINEER.
OF CA (0'22 lI (p
L. ALBERTO LOPEZ R.C.E. /67602 DATE
REVIEWED: yl"•- Al�4/Z7/lb
RYAN STARBUCK - TRAFFIC. ENGINEER DATE
TR #2327
REVIEWED: % O
�ak -71, 1/4,
THEODORE WRIGHT - ASSISTANT PUBLIC WORKS DIRECTOR DTE
R.C.E. # 33710
APPROVED:
NICOLS FlDLER-PUBLIC WORKS DIRECTOR DATE
R.C.E. /61069
Pj.UAS6
2
W
qF,
�Yf • / ,
7 € G
_
F E CC :'••<r .3j
�N
J
.ALBERT
LOPEZ
R.C.E. 675502
U p u
EXP. 6130401 _
NaE 1
D, WING OF
L.ALBERTOLOPEi R.C.E. 67602
EXP. 6130/ l
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.
VICINITY MAP
.SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
RIVER RANCH COMMUNITY, LLQ
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
ALOPEZCDPSIINQCOM
SURVEY: DIVERSIFIED PROJECT. SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VAIN
RVANDEVALKODPSIINC.COM
DEOTECH: 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 & 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 CALFORNLA.
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 891 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 CENTERUNE 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 93301
PH: (661)326-3911
WATER RESOURCES DEPT,
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
SEWER/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (661)326-3724
ELECTRIC
PG&E
PH: (877)743-7782
LE
BR�IGTHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM
PH: (661)616-5500
DIAL TOLL FREE
811
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
WDID #: 5F15C372120
CITY RECORDS NO:
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BEING A SUBDIVISION OF LOTS 18 & 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 CALFORNLA.
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 891 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 CENTERUNE 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 93301
PH: (661)326-3911
WATER RESOURCES DEPT,
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
SEWER/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (661)326-3724
ELECTRIC
PG&E
PH: (877)743-7782
LE
BR�IGTHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM
PH: (661)616-5500
DIAL TOLL FREE
811
811 OR
(1-800-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF CALIFORNIA
WDID #: 5F15C372120
CITY RECORDS NO:
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10
TERMINATE
(E) WALL. DO NOT -"
ATTACH TO (E) WALL
USE 0.5'-1' MORTARED
CONSTRUCTION JOINT.
34
U
Q � �
SOUND WALL PER
TRACT 7267 MASONRY
WALL PLANS
35 v_
F� u�
�J
370
365
360
355
350
345
340
335
10+
THE DELIVERY 01 THIS DRAWING SHOUIO NOT BE
ORATE
U ED TO PROVIDE AN EXFRESS WARRANTY ON
3 GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
L ARE EXACT OR TO INDICATE THAT THE USE
OF TH, 3 DRAWEE IMPLIES THE REVIEW AND
APPROVAL OF DIS 01 ANY FUTURE USE ANY USE OF
THIS INFORMALON IS AT THE SOLE RISK OF THE USER
J
PP. PP I c
RE
~ t a o t a1® 17+00
t o w V Oma W
}R' �� Vi Qm. =.
r
\ '\ ¢So
w `` �� r'-� r`' / /%\ 1,...� ✓! 1� J 4 C J 3"E. 81.59' m RAW �agOpQ-
\'�ic->' '•t f / �, �. // \ = "�8
.- 15+O .f i 1. N -0'44'i ` UT
14+ PER YC.O.B. SM.iG�ATC7"
NGE
SIGHT DISTANCE00 `
IL=11}890, R000.00 D=4'1556" V� y 35L)-: PER C.O.B. STD. T-7
K=9461 R=2(146.6310=2'038'55" `�. \L 1-2+007 _ - -
\ BOUNDARY 13+00
i t. _ —� - _ 648 /
��
_ i G
L 307.40. R=2000.00 D= 22" _
f-' 4 /SaGO� =;a,,, 4433E 227. t`Tso a`�� 4t IoP
1.' i - � � _ F�. _ N80' _... N n. (,o's� p ¢
RAW SIGHT DISTANCE dy . _--_/ r -y 1 ."a w ..v�20%�
°G� I 91 PER C.O.B. F9pss _ i - - _ �,.;� _ . _1 .-_3 CONSTRUCT WALL (� i m m a J rc, ty
z 1 A- .yAS' pP STD T 7 S _ �... _:- ,-- s- _.._ day, i 89
R/W
C5 -i .�T + no^' 0�
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In
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LANDSCAPE y_ a (i 553'46'57"E 31.83' J I�
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WILD MUSTANG DRIVE ARROWHEAD TRAIL COURT WHISKEY CRE
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HORZ: 1"=40'
---- MIS -----
WALL PROFILE
HORZ: 1"=40"
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370
365
360
355
350
345
340
335
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14+00 14+50 15+00
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15+50 16+00
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15+50 16+00
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375
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360
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350
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SCALE: 1"= 40'
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360
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