HomeMy WebLinkAbout1.4-6453 1-2 Record DrawingsNOTES:
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE
CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE
PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE,
CITY COSTT, INSPECTION DEPARTMENT 326 -3049
PARKS DEPARTMENT 326 -3117
2. COMPACTION TEST WILL BE THE SUBBIVIDER'S RESPONSIBILITY.
NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED
BY THE CITY ENGINEER,
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT LEAST TWO WORKING DAYS PRIOR TO START OF
CONSTRUCTION. C 1- 800 - 227 -2600 )
4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE
DRAWN TWO FEET THICK. ACTUAL WALL THICKNESS IS 68
LOCATION OF WALLS IS SHOWN TRUE AT BACK OF WALL
(EASEMENT LINE).
5. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL
OF WALL, PERPENDICULAR TO STREET CL,
GENERAL NOTES
GENERAL STRUCTURAL NOTES
GENERAL
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE
(U$C). CURRENT EDITION
FOUNDATIONS
A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL
BEARING SCHEDULE OR THE SAILS REPORT AS PROVIDED. TRACT No � 6 4 5 3 P1 A S E S 1 — 2
0 MATFRT01 G
PAKFRSFTF I D
CONCRETE
CONSTRUCTION PLANS
- _
-- - - - -
109
4.
WALL TO HAVE MANUFACTURED CAP,
MORTARED CONCRETE WALL (RETAINING WALL ONLY) 2. REINFORCING MATERIALSs DEFORMED ASTM A615, GRADE 40 " " "
6 x 8 x 16 C. LU., GREY SPIMWAC
REINA READ
cFF cuFFr s r i
a
s
14 13 12 11 10 9 8 7 6 5 4 3 2 1 92 11
� 15
lY�ll ifilT MAD 4TOCCT
i
1. REIt�'ORCINGi DEFORMED ASTM A615, GRADE 40
2. CEMENT,- PORTLAND CEMENT, TYPE II, ASTM C -150 �� �5 17
3. AGGREGATE: ASTM C -33 S� la
4. WATER+ CLEAN AND DRINKABLE
WALL _ B. CONCRETE NIX DESIGN FOR F[Kli'i1�S AND WELL GROUTING+ PLANS AND PROF I L E S
1. CLASS 'B' CONCRETE, 2500 PSI Q 28 DAYS
2. 5.0 SACKS � CEMENT (MIN,) PER CUBIC YARD,
3. 1 112 AGGREGATE (MAX,)
4. 4' SLUMP (MAX.)
C. ADMIXTURES ONLY AS APPROVED BY THE ENGINEER,
MASONRY.
A. MATERIALSs sPIdT�'AC8 CAP �..:,
1/a
1, BLOCK TYPE; SPLITFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY) 1. CONCRETE BLOCK MASONRY UNITS ASTM C -90
AT HIGHEST SIDE OF WALL,
109
4.
WALL TO HAVE MANUFACTURED CAP,
MORTARED CONCRETE WALL (RETAINING WALL ONLY) 2. REINFORCING MATERIALSs DEFORMED ASTM A615, GRADE 40 " " "
6 x 8 x 16 C. LU., GREY SPIMWAC
105
#4 CONT.
ENGINEER'S CERTIFICATE]
5.
3, ADMIXTURES= ONLY AS APPROVED BY THE ENGINEER,
COLOR; GREY (LANDSCAPING) REINF. STEEL = 40 GRADE
122
123
THE AREA ALONG THE WALL LINE.
I HEREBY
EB CERTIFY THAT THESE PLANS AND SPECIFICATIONS
COLOR: GREY (RETAINING) B. MORTAR-
6'
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
W/o 5'— 6' RET.
1. STRENGTH= TYPE S, 1200 PSI e 7 DAYS AND 1800 PSI
6,
6.
'-
MENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
GROUT SOLID TO 24 ABOVE
4 ! 24" Vert ® CL
SIZEt 6 x 8 x 16 (LANDSCAPING) a 28 DAYS, #
REVIEW BOARD.
RETAINING, GROUT CELLS
MENT.
'
A
SIZE. 8' x 8' x 16' (RETAINING) C. GROUT-
ROAD
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS
7.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY THE
SIZE: 12' x 8' x 16' (RETAINING) 1. STRENGTH= 1500 PSI e 7 DAYS AND 2500 PSI C� 28 DAYS.
100
DEVELOPER, ON A ONE TIME ONLY BASIS ALL OTHERS WILL BE
TIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN
103
MANUFACTURED CAP 2, CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN
CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION,
"
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
82
2. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL BEFORE GROUTING OPERATION, GMT SOLID TO 24' ABOVE
DENSITY AS DETERMINED BY A,S.T.M. D -1557 TO A DEPTH OF
#4 CONT. W
78 �
12 INCHES BELOW BOTTOM OF FOOTING.
OF WALL, PERPENDICULAR TO STREET CL, OFFSETS SHOWN IN 3. FOOTING CONCRETE SHALL BE ALLOWED TO CURE FOR 3 FULL RETAINING., GROUT CELLS
123
o
RO RT E. SMITH RCE 35473 DATE
9,
STATION NOTES ARE FROM CL OF WALL TO CL OF STREET, DAYS AFTER PLACEMENT PRIOR TO SETTING BLOCK, 'WET- w /REBAR TO TOP OF PILASTER
EXP, 09 -30 -07
Q
COATING OR APPROVED EQUAL AS PER CITY STD, NO, L -8 COAT
.115
SETTING' OF THE FIRST COURSE OF BLOCK WILL BE ALLOWED.
ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
112
10,
MIN. LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 30
,_ , D. PROVIDE VERTICAL EXPANSION JOINTS AT 48 FOOT INTERVALS
3. HEIGHT OF WALL SHALL BE 6 0 MIN, MEASURED FROM GROUND ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCK WALL. 8" x 8" x 16" C. IL U. GREY SPLITFACE
`�
4 CONT.
4 CONT.
" "
�- 6 x 2 x 18 GREY �,
cu
• A
#4 0 24.
2- #4 LONGITUD]
FOOTING TO BE C
"B" CONCRETE
=7 77 zo
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S TO BE
APPLIED BY WALL
CONTRACTOR
6' BLOCK WALL
SECTION "A"
N.T.S.
SUMMARY OF IMPR ❑VEMENTS:
6' BLOCKWALL w /NO RET.
6' BLOCKWALL w/.5' -2' RET.
6' BLOCKWALL w/.5' -4' RET.
6' BLOCKWALL w/,5' -5' RET.
6' BLOCKWALL w/,5' -6' RET,
6' BLOCKWALL w /.5' -8.75' RET,
3020,00 L.F.
1085,00 L.F.
1670,00 LF,
550.00 L.F,
585,00 L.F.
150,00 L.F.
6" x 2" x 16" GREY
SPLITFACE CAP
6" x 8" x 16" C. M• U. GREY SPL[ T'FACE._
REINF. STEEL 40 GRADE
#4 ®16" Vert CL
GROUT SKID TO 24' ABOVE
RETAINING, GROUT CELLS
w /REBAR TO TOP OF PILASTER
#4 CONT.
W
A
_
W
#4 CONT. M
d
8" x 8" x 16" C. IL U., GREY SPLITFACE
REINF. STEEL = 40 GRADE ffl=
#5 ® 8" Vert 6► EDGE #4 CONT.
0 .�
0
-2 3/4' inz
4CONT.
do
15 ® 8.00" - - :__�
ft .
2- #4 LONGITUDINAL - - • `"
s'
FOOTING TO BE CLASS SEALANT TO BE
"B" CONCRETE r APPLIED BY WALL
0
SPL1TFACE CAP
6" x 8" x 18" C. IL U., GREY SPLITFACE_
�. STEEL = 40 GRADE
#4 0 24" Vert 0 CL
GMT SOLID TO 24' ABOVE
RETAINING, GROUT CELLS
w/REBAR TO TOP OF PILASTER
19
20
21
22 \
23
24 � 56
25 / 55 5/58
I11
AT HIGHEST SIDE OF WALL,
109
4.
WALL TO HAVE MANUFACTURED CAP,
106
105
104
ENGINEER'S CERTIFICATE]
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING &GRADING
122
123
THE AREA ALONG THE WALL LINE.
I HEREBY
EB CERTIFY THAT THESE PLANS AND SPECIFICATIONS
110
6'
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
W/o 5'— 6' RET.
AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVE-
6,
6.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS
EMITS REQUIRED
MENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
GROUT SOLID TO 24 ABOVE
BY CO.B. BUILDING DEPARTMENT AND /OR PUBLIC WORKS DEPART-
REVIEW BOARD.
RETAINING, GROUT CELLS
MENT.
'
A
w /REBAR TO TOP OF PILASTER
ROAD
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS
7.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY THE
ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLA -
VIOLA-
100
DEVELOPER, ON A ONE TIME ONLY BASIS ALL OTHERS WILL BE
TIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN
103
CHARGED OUT ON AN HOURLY BASIS,
CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION,
86
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
82
81
DENSITY AS DETERMINED BY A,S.T.M. D -1557 TO A DEPTH OF
oe
78 �
12 INCHES BELOW BOTTOM OF FOOTING.
�`°
123
122
RO RT E. SMITH RCE 35473 DATE
9,
WATER PROOF SURFACE WITH 1/4' THICK ASPHALTIC WATER PROOF
EXP, 09 -30 -07
117
COATING OR APPROVED EQUAL AS PER CITY STD, NO, L -8 COAT
.115
114
ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
112
10,
MIN. LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 30
INCHES,
4 CONT.
11.
BLOCKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT,
CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT
6 x 2 x 16 GREY
" " "
SPLITF'ACE CAP
CHORDS. VERTICAL AND HORIZONTAL MORTAR JOINT SHALL BE
Lo
BEING THE NW CORNER SEC 13.29/36 AT
THE COR SEC 13 ;29/2- AT THE CL INT ' CTION
y
Z
1/2' t 1/8'. ALL REINFORCING STEEL SHALL BE TIED FIRMLY
OF REENA AND JE ETTA
�Q
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
" " "
6 x 8 x 16 C. IL U., GREY SPL[TF'AC
_ W
LO W
#4 CONT.
000
/40
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
STEEL = 40 GRADE
- ELEV, 373,9
a
3'
U,S.G.S. DATUM
WILL BE ALLOWED. ALL CONSTRUCTION OF NON - MODULAR PIE-
4 CONT.
CES SHALL DE DONE WITH SAWCUTS.
4 1 " Vert
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12.
CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
#4 ! 8.00" `°
w No. 55473
x
2- 4 LONGITUDINAL .. • ,
# _.
_
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
FOOTING TO BE CLASS - • _ .��
"B" CONCRETE - : • .
W
DATE °
98
97
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE
95
94
.
# 4 CONT. >
92
91
SEALANT TO
FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES
GROUT SOLID TO 24 ABOVE
75
o
o
125
BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTI-
RETAINING, GROUT CELLS
w /REBAR TO TIP OF PILASTER
128
Q
o
131
132
FICATION AHEAD OF CONSTRUCTION,
134
135
136
137
t38
131
ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
SECTION
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR.
8" x 8" x 16" C. IL U. GREY SPLITFACE
A
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING' METHOD'
REINF. STEEL = 40 GLADE
01
111-
THE HABEREELDE BUILDING°
IS USED.
#4 16 Vert 0 EDGE
"
a
4 CONT.
ROBERT E, SMITH RCE 35473
DATE
14.
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL
`�
Ld
3/4',
Q
JOB NOI — 04 -136 SHEET 1 OF 9
SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS
4
TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU-
z = T— =
4 CONT.
ANT TO BMC SECTION 17.60,110 (N). ONE COPY OF THE SIGN
—111 =111 -=
-- -- --
--
—
•
PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR
#4 16.00"
_ •
'
, _
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-
Z
REVIEW AND APPROVAL, SIGN PLANS SHALL INCLUDE COPY,
-
2- 4 LONGIrTUD
# INAL
DIMENSIONS, COLOR, MATERIALS, LIGHTING AND LOCATION OF
SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC
F'ooTlriG TO BE CLASS
$ ,
SEALANT TO BE
WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE,
B CoNC�
1'- '
2' -1'
APPLIED BY WALL
3' -6'
CONTRACTOR
15.
EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAXI-
MUM INTERVALS IN ALL WALLS. EXPANSION JOINTS SHALL BE
FREE OF ALL MORTAR AND GROUT FROM TOP OF FOOTING TO TOP
6' BLOCK WALL
OF WALL.
w . 5' — 4' RET.
16,
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS
„
SECTION C
BY MORE THAN 2'. ANY FORMWORK NECESSARY TO MAINTAIN
THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP
N.T.S.
OF GRADE AT LEAST 16' OF THE DEPTH OF THE FOOTING, WHICH- '
EVER IS LESS,
17.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
DAYS PRIOR TO CONSTRUCTION. (1- 800 - 227 -2600)
• A
#4 0 24.
2- #4 LONGITUD]
FOOTING TO BE C
"B" CONCRETE
=7 77 zo
s
t0 s
Q
�w
S TO BE
APPLIED BY WALL
CONTRACTOR
6' BLOCK WALL
SECTION "A"
N.T.S.
SUMMARY OF IMPR ❑VEMENTS:
6' BLOCKWALL w /NO RET.
6' BLOCKWALL w/.5' -2' RET.
6' BLOCKWALL w/.5' -4' RET.
6' BLOCKWALL w/,5' -5' RET.
6' BLOCKWALL w/,5' -6' RET,
6' BLOCKWALL w /.5' -8.75' RET,
3020,00 L.F.
1085,00 L.F.
1670,00 LF,
550.00 L.F,
585,00 L.F.
150,00 L.F.
6" x 2" x 16" GREY
SPLITFACE CAP
6" x 8" x 16" C. M• U. GREY SPL[ T'FACE._
REINF. STEEL 40 GRADE
#4 ®16" Vert CL
GROUT SKID TO 24' ABOVE
RETAINING, GROUT CELLS
w /REBAR TO TOP OF PILASTER
#4 CONT.
W
A
_
W
#4 CONT. M
d
8" x 8" x 16" C. IL U., GREY SPLITFACE
REINF. STEEL = 40 GRADE ffl=
#5 ® 8" Vert 6► EDGE #4 CONT.
0 .�
0
-2 3/4' inz
4CONT.
do
15 ® 8.00" - - :__�
ft .
2- #4 LONGITUDINAL - - • `"
s'
FOOTING TO BE CLASS SEALANT TO BE
"B" CONCRETE r APPLIED BY WALL
0
SPL1TFACE CAP
6" x 8" x 18" C. IL U., GREY SPLITFACE_
�. STEEL = 40 GRADE
#4 0 24" Vert 0 CL
GMT SOLID TO 24' ABOVE
RETAINING, GROUT CELLS
w/REBAR TO TOP OF PILASTER
19
20
21
22 \
23
24 � 56
25 / 55 5/58
I11
110
109
:108
107
106
105
104
119
120
121
122
123
124
125
CONT.
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A
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CONT. o
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93 88 89 90 91 92 93 94 95 96 97 98 99 100 101
3
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9
y
MIGHT STAR STRM
KEY Pommmom
102
103
104
105
106
107
108
109
#4 CONT.
6" x 8" x 18" C. IL U., GREY SPLITFACE
8, CONTRACTOR
REDW. STEEL = 40 GRADE
1' -6' 1' -0' 1' -6'
# 4 CONT.
110
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47 67 SUMP 155 153 27
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36 � qq 188 156 151 28 5
37 43 189 157 y 150 29 30 31 32 33
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8" x 8" x 16" C. IL U., GREY SPLrfFACE
REM. STEEL = 40 GRADE 111= -
#4 24" Vert 0. C. #4 CONT. + � LV
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CUM
3/4' L?� N
—
#4 ® 24.00" - `o
2- #4 LONGITUDINAL - `O
8'
FOOTING TO BE CLASS SEALANT TO BE
"B" CCiNCI 1 r+ r r r APPLL,�D BY WALL
18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WOKS DEPT. F� ANY waRc P�aR�n REVIEWED BY E
WITHIN SIGN AGREEMENT AI DEPOSIT BASED �E aN �PRavEn EN�SR sI TANT PUBLIC WORKS DIRECTOR ATE
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY
AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE � THE
PERMIT.
6/19/07
Drawing Fite,. 6453WLFR
.ENNAR
REVIEWED BY. ____________________ v6
TRAFFIC ENGINEER ATE
APPROVED BY. -- _ �___ ___=------------------ ��� -�07'
RAUL M. ROJAS DATE
RCE 39880 EXP, 12 -31 -07
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
1
4' -0'
6' BLOCK
W/* 5'— 5'
SECTION
N.T.S.
COM[MCfOR �•,••'•
WALL
RET.
"D"
- 3 �, �V CONTRACTOR
��
Mae 6' BLACK WALL
w /.5'— 2' BET.
SECTION °B°
N.T.S.
6" x 2" x 16" GREY
0
-_ 4C0 NT.
#4 ®16.00"
SPLITFACE CAP
2- #4 LONGITUDINAL
- • , `°"
FOOTING TO BE CLASS
S TO BE
#4 CONT.
6" x 8" x 18" C. IL U., GREY SPLITFACE
8, CONTRACTOR
REDW. STEEL = 40 GRADE
1' -6' 1' -0' 1' -6'
# 4 CONT.
#4 0 16" Vert 0 CL
6'
'-�
A
W/o 5'— 6' RET.
L3
ROAD
N.T.S.
REINF. STEEL = 40 GRADE
GROUT SOLID TO 24 ABOVE
3, REINA
Ld
#4 COOT.
RETAINING, GROUT CELLS
#4 0 24" Vert 0 CL
'
A
w /REBAR TO TOP OF PILASTER
ROAD
♦�
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13
99
100
101
102
103
87
86
85
84 83
82
81
80
79
78 �
8, VEGA
124
123
122
121
120
119
118
117
116
.115
114
113
112
=-
111-
#5 0 8" Vert 0 EDGE
4 CONT.
]BENCH 1 _
TOP KCSCM MARKED 'REPLACED 1- 10 -75' IN L.H. T8 STf�Ef NTH -` IN CEO, BEIa ` E NE
Lo
BEING THE NW CORNER SEC 13.29/36 AT
THE COR SEC 13 ;29/2- AT THE CL INT ' CTION
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CL INTERSECTION OF REENA AND ALLEN
OF REENA AND JE ETTA
�Q
_ W
LO W
000
/40
ELEV. 364,84
- ELEV, 373,9
3'
U,S.G.S. DATUM
U3#06 DATUM
4 CONT.
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#4 ! 8.00" `°
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# _.
_
9/30/07 DRAW
FOOTING TO BE CLASS - • _ .��
"B" CONCRETE - : • .
W
DATE °
98
97
96
95
94
.
93
92
91
SEALANT TO
74
75
76
77 �
125
126
127
128
129
130
131
132
133
I
134
135
136
137
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J, 30 'f� 50 64 69 43 4� 41 40 39 38 37 36 35 34 33 32 31 30 29 � 28 27 26 25 24 23 22 21 20 147 � `40
FF \
31
�y�F� 32 49 48 65 66 SEE SHEET 9 J 9 g
� 33 \ 44 154 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11
47 67 SUMP 155 153 27
34 10 �
46
35 152 6
45
36 � qq 188 156 151 28 5
37 43 189 157 y 150 29 30 31 32 33
/ 187 158 \�' 149
38 4 148
39 190 .159
40 186 - - 1�n �
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8" x 8" x 16" C. IL U., GREY SPLrfFACE
REM. STEEL = 40 GRADE 111= -
#4 24" Vert 0. C. #4 CONT. + � LV
Q
CUM
3/4' L?� N
—
#4 ® 24.00" - `o
2- #4 LONGITUDINAL - `O
8'
FOOTING TO BE CLASS SEALANT TO BE
"B" CCiNCI 1 r+ r r r APPLL,�D BY WALL
18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WOKS DEPT. F� ANY waRc P�aR�n REVIEWED BY E
WITHIN SIGN AGREEMENT AI DEPOSIT BASED �E aN �PRavEn EN�SR sI TANT PUBLIC WORKS DIRECTOR ATE
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY
AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE � THE
PERMIT.
6/19/07
Drawing Fite,. 6453WLFR
.ENNAR
REVIEWED BY. ____________________ v6
TRAFFIC ENGINEER ATE
APPROVED BY. -- _ �___ ___=------------------ ��� -�07'
RAUL M. ROJAS DATE
RCE 39880 EXP, 12 -31 -07
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
1
4' -0'
6' BLOCK
W/* 5'— 5'
SECTION
N.T.S.
COM[MCfOR �•,••'•
WALL
RET.
"D"
- 3 �, �V CONTRACTOR
��
Mae 6' BLACK WALL
w /.5'— 2' BET.
SECTION °B°
N.T.S.
6" x 2" x 16" GREY
0
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# 4 CONT.
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9/30/07 DRAW
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civil, �y; y
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APPLIED BY FALL
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WALL
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N.T.S.
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INCORPORATED
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THE HABEREELDE BUILDING°
1424 17TH STREET
ROBERT E, SMITH RCE 35473
DATE
BAKERSFIELD,CA 93301
(661) 327 -8492 FAX 327 -8493
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