HomeMy WebLinkAbout1.4-7226 Ph 1 Record Drawing_V'_At,L CONSTRUCTION PLANS
_.-C T NO. 7z4
L__)'AKERSFt,h'
C tTY 0 F
KE-DP.N CnUUNTY C ALIFfu" RNI-A
STANDARD NOTES
1. CONCRETE: MIN. ULTIMATE COMPRESSIVE STRENGTH (28 DAYS):
2500 P.S.I. MAXIMUM SLUMP; 4 INCHES MIN. CEMENT CONTENT: 5
SACKS PER CUBIC YARD; MAXIMUM WATER CONTENT: 7.5 GALLONS PER
SACK CEMENT. AGGREGATE: ASTM C -33 1 -1/2" MAX.
2. REINFORCING STEEL: SHALL BE DEFORMED BARS CONFORMING TO ASTM
A615, GRADE 40. CONTINUOUS BAR: CONCRETE ... 30 BAR DIA.,
CONCRETE BLOCK ... 40 BAR DIA.
3. FOUNDATION: SOIL TYPE: SILTY SAND. ALLOWABLE DESIGN
BEARING PRESSURE: 1500 PSF (D &L). FOOTING SHALL BE PLACED ONLY
ON FIRM BEARING AND NOT ON LOOSE SOIL OR ON UNCOMPACTED FILL.
4. CONCRETE BLOCK: HOLLOW CONCRETE UNITS - ASTM C -90 - GRADE "N
GROUTED SOLID. ULTIMATE COMPRESSIVE STRENGTH: 1500 PSI; MORTAR,
TYPE "S "...1800 PSI; GROUT: COURSE GROUT W /2000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS.
5. ALL CONSTRUCTION SHALL CONFORM TO THE 1997 U.B.C. THE
CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE APPLICABLE
ORDINANCES, CODES AND REGULATIONS GOVERNING THIS TYPE OF
CONSTRUCTION.
6. SAFETY REGULATION: CALIFORNIA ADMIN. CODE, TITLE 8, GENERAL
SAFETY ORDERS (CAL OSHA) IS APPLICABLE TO THE CONSTRUCTION OF
THIS PROJECT AND PROVISIONS THEREOF MUST BE FOLLOWED.
7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING 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 ENGINEER.
8. DO NOT SCALE DRAWINGS, VERIFY" DIMENSIONS, DATA AND
MEASUREMENTS AT THE BUILDING SITE. WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE
DRAWINGS.
9. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY
C.O.B. BUILDING DEPARTMENT AND /OR PUBLIC WORKS DEPARTMENT.
10. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS
DETERMINED BY A.S.T.M. D 1557 TO A DEPTH OF 12 INCHES BELOW
BOTTOM OF FOOTING.
11. WATERPROOF SURFACE WITH 1/4" THICK ASPHALTIC WATERPROOF
COATING OR APPROVED EQUAL AS PER CITY STD. NO. L -8. COAT
ONLY - PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
12. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
13. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION.
CALL CITY CONSTRUCTION AT (805)326 -3049 AND CITY PARK DIVISION
AT (805)326 -3117.
14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL
SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE
BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SEC.
17.60 110(N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED
TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL
INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE,
AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY PUBLIC
WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
15. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 60 FOOT MAXIMUM INTERVALS
IN ALL WALLS. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND
GROUT FROM THE TOP OF FOOTING TO TOP OF WALL.
16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ALL 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 TO BE
PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE REQUIRED SHALL BE
PROVIDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
PAD ELEV PER
GRADING PLAN
E. OF MARTELLO J
FILL ADJACENT TO
WALL TO MATCH
STREET SIDE
NOTE
w EAST PANAMA LANE
z
z �
w
z
W o
a ! �D
a
U
0
J N
3
3' 2'
PAD ELEV PER
GRADING PLAN
W. OF MARTELLO
LEVEL
2�
0.2' -1.5'
N 12„
8'
6.25' 6.125'
6"
3.125' 11'
LANDSCAPE AREA
EAST BERKSHIRE ROAD
TYP CROSS SECTION
N TS
PAD SIDE
#5 ® 32" C
GREY SPLIT I
6 "x8 °x16" BL
GROUT ALL CELL`.
TO TOP OF WALL
#5 @ 32" O.C. ON WALL C,
FOOTING SHALL NOT EXCEED THE WIDTH SHOWN UPON THE PLANS BY
MORE THAN 2 ". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING
WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST
16 ", OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
LOT PA
15 ® 32' 0.
(32' DOWEL
INTO WALL)
0.80'
GUTTER
GRADE
HOSKING AVENUE
VICINITY MAP
�{ -6"
3" CLEAR 1' -0"
MASONRY WALL
TYPICAL SECTION
w
Z
w
>
a
Z
O
Z
x
F
O
N
Q
O
Q
0
z
O
E-
E-
0
U
i
LINT 1
UW 2
78 1 79 1
W
81
z
75
74
i
i
110 111 1121113 114 115 116
67
F
EAST BERKSHIRE
ROAD
D
z
41 w
0
w
w
0
Q
- --
d
U
N
HOSKING AVENUE
VICINITY MAP
�{ -6"
3" CLEAR 1' -0"
MASONRY WALL
TYPICAL SECTION
w
Z
w
>
a
Z
O
Z
x
F
O
N
Q
O
Q
0
z
O
E-
E-
0
U
i
LINT 1
UW 2
78 1 79 1
80
81
77 1 76 1
75
74
r
,,
f-
101 102
I
1031104 105 106 107;108
I
109
I
i
i
110 111 1121113 114 115 116
67
F
58
57
D
50
41 w
-
w
w
0
Q
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59
56
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51
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68
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65
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55
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52
64
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69
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73
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54
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63
62
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37
70
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72
71
ESTIMATED OUANTITI S
132--
SHEET INDEX
ET SIDE SHEET
1. TITLE
2. EAST BERKSHIRE ROAD
EAST BERKSHIRE ROAD
^ONSTRUCT MASONRY WALL
r
1
1 2 3 € 4 5 6 ! 7 1 8 9 110 11 °° 12 13 14 15 116 17 18 1 19 20 21
I III. I iii! � w I j I I
a 22
RUSHCUTTERS BAY DRIVE
I '
ff
132 13111301129 1281127 126j125112411231122
,,
!
i
121;120 119 118 117
101 102
I
1031104 105 106 107;108
I
109
I
i
i
110 111 1121113 114 115 116
VANCLUSE BAY DRIVE
23
28 28 1 27 1 26 25 I 24
29 1 30 31 132 1 33
s 1 1 1 35
w
100 99 (98 197 96 95 94 j 93 ; 92 91 901 89 j 88 87 86 85 � 40 ? 39 38 37 f 4_
36
1 I 1
9 U
> f i I 1 I I a 1
I ! I U 41 42 43 + 4-4 45 46
Q 69 70 ( 71 i 72 73 74 1 75 ! 76 ? 77 78 79 r 80 I 81 82 83 84 w ?
1 I r 1 N
Q
U
DARLING POINT DRIVE
j
68 67 E 66 65 64 63 62 1 61 I 1 60 59 58 1 57 56 55 54 53 52 1 51 50 f 49 48 j 47
I i I LMT
UNIT 2
140 143 144 145 146 1147 1148 149 1501151 152 153 154 155 1 I 2 3 4 5
II I I
+ 6
WOOLRICH BAY DRIVE ir
, 7
i I j
139 138 j 137 ? 136 135 1341133 1 132 131 130 129 1 128 127 ° 126 125 124 12 11 10 g 8
I ,
108 109 ;110 111 112 1 113 1 114 ? 115 116 1 117 118 1 119 120 121 122 1 123 i 3 14 15 ; 16 17
s i I
18
WELCH AVENUE
107 1061105 104 103 102 101 i 100' 99
I t I
'
1 98 97 96 1 95
I
E
1 I I
82 83 184 85 86 87 88 1 89 1 90
I I
91 192 93 1 94
3 } 119
s
J 27 26 25 24 pIp 23 22 1 21 1 20
_J
w ; 1
Z 28 29 30 31 32 133 134 35
x ,
WALL SPECIFICATIONS
BLOCK TYPE - 6" SPLIT FACE
COLOR - GREY
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W /RIVER ROCK
S T R E E T S1 D E
/-RIVER ROCK
APPROVED BY
36
➢ELMl+RTER 6 DEIFEL
1" = 200'
KEY MAP
PUBLIC WORKS DIRECTOR: R UI M. ROJAS R.C.E. 39880 EXP. 12 -31 -07 DATE
U`* REVIE'NED BY ASST. PUBLIC WORKS DIRECTOR
REVIEWED BY TRAFFIC ENGIIv ER _ �?
ENGINEER'S STATEMENT
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 INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
QRpFESS /p4'
y�EP�S K. Of�4,�Fyc
� A y
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
�
6ro, DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
* SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
�lq ^ C I- I
OF
R G
DP "NG"
RFP'E' RAWlNG
CONT; .-PROVED
PRIOR
BY:�,
l�L,
SATE t
SEE WALL SECTION FOR y
REBAR PLACEMENT
of
D
0
FORT DENISON AVENUE
67
F
58
57
x
50
41 w
-
w
w
Q
- --
>
66
N
59
56
>
51
W74
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cr
65
b
60
En
0
ui
in
0
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55
=
52
64
61
r
38
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54
53 46 45
63
62
`� ;
37
WALL SPECIFICATIONS
BLOCK TYPE - 6" SPLIT FACE
COLOR - GREY
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W /RIVER ROCK
S T R E E T S1 D E
/-RIVER ROCK
APPROVED BY
36
➢ELMl+RTER 6 DEIFEL
1" = 200'
KEY MAP
PUBLIC WORKS DIRECTOR: R UI M. ROJAS R.C.E. 39880 EXP. 12 -31 -07 DATE
U`* REVIE'NED BY ASST. PUBLIC WORKS DIRECTOR
REVIEWED BY TRAFFIC ENGIIv ER _ �?
ENGINEER'S STATEMENT
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 INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
QRpFESS /p4'
y�EP�S K. Of�4,�Fyc
� A y
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
�
6ro, DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
* SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
�lq ^ C I- I
OF
R G
DP "NG"
RFP'E' RAWlNG
CONT; .-PROVED
PRIOR
BY:�,
l�L,
SATE t
SEE WALL SECTION FOR y
REBAR PLACEMENT
L 0 T S I D E
PILASTER DETAIL
NTS
EXP. 06 -30 -07
BENCH MARK USED
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809
ELEV. = 361.36
BENCH MARK SET
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & BERKSHIRE ROAD
ELEV. = 358.17
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
BENCH MARK SET
CHISELED SQUARE TOP CURB W. SIDE UNION
200' SO. OF C/L BANNOCK STREET
ELEV. = 356.33
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
TRACT NO. -GS7f� %ZC
WALL PLANS
DATE -D6
DRWG BY : -.K.0 - -
APPR
Revised
Date By
CIVIL 'STRTURAI> _ --
ENGINEERS �UCFOUNDATi1GNS
DELMARTER AND DEIFEL
2901 H ST. #3 BAKERSFIELD, CA. 93301
PHONE 327 -1486 FAX 327 -1452
LAND PLANNING SURVEYORS
LAND LEVELING_
- :PROPERTY LINE
NO, 14090
SHEET 1 OF 2
DRAWING FILE. TR6520
� viuU
c
L
L
z
z
00
}
•
L 0 T S I D E
PILASTER DETAIL
NTS
EXP. 06 -30 -07
BENCH MARK USED
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809
ELEV. = 361.36
BENCH MARK SET
TOP OF CAL TRANS BRASS CAP IN LAMPHOLE @ INTERSECTION
OF UNION AVENUE & BERKSHIRE ROAD
ELEV. = 358.17
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
BENCH MARK SET
CHISELED SQUARE TOP CURB W. SIDE UNION
200' SO. OF C/L BANNOCK STREET
ELEV. = 356.33
SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM
TRACT NO. -GS7f� %ZC
WALL PLANS
DATE -D6
DRWG BY : -.K.0 - -
APPR
Revised
Date By
CIVIL 'STRTURAI> _ --
ENGINEERS �UCFOUNDATi1GNS
DELMARTER AND DEIFEL
2901 H ST. #3 BAKERSFIELD, CA. 93301
PHONE 327 -1486 FAX 327 -1452
LAND PLANNING SURVEYORS
LAND LEVELING_
- :PROPERTY LINE
NO, 14090
SHEET 1 OF 2
DRAWING FILE. TR6520
� viuU
c
L
L
z
z
F F F F F F F a a a F- ~ F fy- F F w o! 0= ~ ~ F F F F F of cr D_ Of DELMARTER & DEIFEL
O �} O) - �„� r7 jn M M M � 000 K) M 000 LO M T t7 M in K) r'') i"') M i�
O F L6 Oj 00 00 00 00 . F 00 (0 Oi Oi 00 00 00 00 00 00 00 00
c6 4F 6 fl- 0) FcD OF 00 00 00 00 00 00 d � � � F
F m w°� a F I I I I I W I l� i o I I I m I 1 I I I I I i I I w
0 I I I I I I I 3 3 3 3 ')3 3 °0 30 030°3
'D 3. �3 30 3 3 "� 3 \ \ \ \ \ 7\ \ ' \O 0 \�\ \� \ \ \ \ \ \ \ m m m
00 - CR m m 00 m m m m m m m 00 m mto mo 6 in m00 m m m m m m m
° 10 1- w x cr � w w w
°�� W m cr of (r w w w w w w I w w l wm mw I w w l w w w w w w w � F
F I F F F F F F F F F F
w I w w I w w I w w F F F F F F F I
I F F F F F F F cn N m m 3m m3 cn 3 3 Q Q Q 3
N m m � v7 m m m Ln m N
(n 3 N (� ?r (n N fn to Q Q Q Q Q \ Q Q\ Q 3 3 Q \ Q Q\ Q Q Q Q Q Q Q J J J_ \
3Q \Q Q\ Q Q \ Q Q _J _J J _J J mJ J_m J_\ \J mJ Jm _J J J_ _J J J_ J a a 0_ m
\ J m J J m J _J m J J d D_ O_ D_ a a s a m m D_ a s a a a o_ a a n_
a Fa aF a a F n- d J J J J J aJ Ja Jp pJ aJ JF-
M J J J J J J J
d J \ \ \ \Z Z U U U U U U U \ U \ U \ C) Lu w O J v J J a vU Uv vw\ \ \ U U U 0 Uv v v U c v ci
O rn O O pq O O O O O ° O O O ° N— I) O 0 0 O O O N CA I` O O O O O O O O0
O 00 M O tD t0 CO CO CD O N �O O O O O O O O O O O
�) N 00 00 00 00 00 00 OD 6 0 to 1n vi 1n V) In In 10 10 to
N N N t'') 0) 0) Vn �n vi �n LO p (D N OD t- O O r r n n 0) m LO f- M 0) LO 1� Nl 0)
0) O ) 0) D) O O O N 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + O+
++ ++ ++ + + + + + O O N MM MM MM MM MM K) fl) d' LO O O OD 00 O O N
O 0 O (D Il ^ ^ 00 O0 00 0) r r- .-
EAST BERKSHIRE ROAD
6 +62.77 8 +55.00 13 +48.69 20 +33.92
7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14+00 15 +00 N89.54'30 "E 16 +00 17 +00 _1$ +00 19 +00 20 +00
cp -
450' SIGHT LINE -- _ 450' SIGHT LINES
h FILL ADJACENT TO
° R w e hR/W WALL TO MATCH
/ 3.13' WALL &LANDSCAPE j i 3.13' WALL & LANDSCAPE 1 ( ST EET SIDE S p MASONRY WALL EASEMENT PER FINAL MAP rKl MASONRY WALL j EASEMENT PER FINAL MAP I F� +0.8' 10' 20' 20' 1 ' 1 2 3 4 5 6 7 8 9 10 20' 20' 2 1 3 14 15 16 17 18 19 I 20 21
w Q
W LEGEND
� O B/W =BACK OF WALL
(�
� C L = CENTERLINE
FTG = FOOTING
z � F/L =FLOW LINE
<PT = ANGLE POINT
Q �
SCALES
HORIZ: 1 " =50'
VERT: 1" = 2'
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
364 . . . . . . . . . . .
hoe .
hQ
�O 0.00% �° - 0.200%
^y�P�� 0.200%
WALL LENGTH 23.74'
.362 .
�� °eo.00 % °e �� °o.00 % 362
WALL LENGTH 15.00' po
F - - - m .
WALL LENGTH 23.86' WALL LENGTH 23.86'
WALL LENGTH 638.28' 360
,� D0) WALL LENGTH 145.58' WALL LENGTH 446.81' m
. . . . .. -
a0 °. m
360 - °. o WALL LENGTH 15.00. WALL LENGTH 15.00 1 Z
\ \ Of
m m m iD 00
0
o a a 1 0 °o +
Z ui 0 ui 06
w v v c0 000 00 N
c^D m I I I L
I 1
358 N N rn 3 3
m 0) ° m \ m m
+ + + m m
m to n a p p a a
• v w W v V_
- _ -_ -- STREET SIDE I E -
STREET SIDE & PAD SIDE` 00 00 G) - --
0.00% __.- �. - -, \ 00 m EE
& PAD S D
- 0.200% ._ 356 ���`' �w G _ -. -- -- - _� - r� . TOP OF FOOTING PROFILE 0.200% Q �s�3
_ _ M M M M M T 356
0 '5, 0k O� 0.200% - 0.200% OP OF FOOTING PROFILE -- _. -- 0.200% ... -. -- - - - - -- - - - -- -- - - T'LG,
COQ COQ h �0 . - - .
0.00% 0.00% _
SOUTH GUTTER PROFILE 5 V�r FILL ADJACENT TO
\ SOUTH GUTTER PROFILE yh�00 o PAD, PROFILE 5' SO. OF WALL WALL STREETMSIDEH
COQ 40 COQ 4OQ 0.2' - 1.5'
354
T R A C T N0. 7��G
"RECOR DF) A ��` j WALL PLANS & PROFILES
I HEAlRTEE\ "�''AWI says::: __:::- SHEET 2
CON TA 1 A = .ANITATION_ `-
f DRAWN BY J.K.D. DATE 11 -02 -06 HwRquucs:- OF 2
eRpESS /9N CIVIL :STRUCTUfAI___: -
PRIOR � Df(�9� ENGINEERSutiaTrb�__ DELMARTER & DEIFEL - - -- -
EAST BERKSHIRE ROAD DELMARTER & DEIFEL
>617 %07 m 2901 H ST. ;#3 BAKERSFIELD, CA. 93301
BY: PHONE 327 -1486 FAX 327 -1452
JAMES K. DELMARTER =ar�o= PANNiric SURVEYORS
DATE v(A��1 ��/ •�.E• ' f�9T CIVIC ��`P R. .: 17564 EXPIRES: 6 -30 -2007 = ._iaNO_` vEUNC;
" "V `S F OF CAi 0 ?P_ROPERTY.LINE
E
DATE: �2Z-i% % _su... DASI
°DRAFTING:
,JOB NO. 14090
�� s