HomeMy WebLinkAbout1.4-7029 Ph 1 & 2 Record DrawingSTANDARD NOTES
1. CONCRETE: MIN. ULTIMATE COMPRESSIVE STRENGTH (28 DAYS):
2000 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..3O BAR DIA.,
CONCRETE BLOCK ... 4O BAR DIA.
3. FOUNDATION: SOIL TYPE: SILTY SAND. ALLOWABLE DESIGN BEARING
PRESSURE: 1500 PSF DEAD 2000 PSF DEAD + LIVE 2650 PST TOTAL
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"...18O0 PSI; GROUT: COURSE GROUT W/25O0 PSI COMPRESSIVE
STRENGTH IN 28 DAYS.
5. ALL CONSTRUCTION SHALL CONFORM TO THE 2016 U.B.C. THE
CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE APPLICABLE
ORDINANCES, CODES AND REGULATIONS GOVERNING THIS TWE OF
CONSTRUCTION AND SOILS REPORT PREPARED BY KRAZAN &
ASSOC. INC. PROJECT NO. 022-14205, DATED JAN. 7, 2015
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 OdMER 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.LM. 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. GOAT
ONLY -PORTION BELOW SOIL SURFACE TO TOP OF 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 (661)326-3049 AND CITY PARK DIVISION
AT (661)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 11O(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 PUBUC
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 T14E 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.
17. NO PUBLIC WORKS INSPECTION WALL BE GIVEN FOR THE WORK IN THE UNDEDICATED
ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
18. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR
To CONSTRUCTION. (1-800-612-2444)
19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING
AS PER CITY ENGNEER,
20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE
SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHEN THE MAXIMUM
SLOPE SHALL BE 2%, ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
ESTIMATED QUANTITIES
BLOCK
WALL
- PHASE 1
1474
LF
BLOCK
WALL
- PHASE 2
618
LF
BLOCK
WALL
- TOTAL
2092
LF
SHEET INDEX
SHEET
1. TITLE
2. EAST PANAMA LANE
3. SPARKS STREET
WALL SPECIFICATIONS
BLOCK TYPE - 6" SPLIT FACE
COLOR - GREY
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W/RIVER ROCK
WALL & LANDSCAPE LOTI 11' iPARKS
T ON SPARKSS 6' - J' PANAMA rL
11' - 12' ON PANAMA
6'
1.5'
PAD EL!KEDGE
GRADIN
SEE 2'
14" MAX 2%
4" MIN26"EDGE
6" ?AIN OF FOOTING
TYP CROSS SECTION
xTs
`3" CUR N MATCH
SIZE &
7'-6 WALL ZONE A
TYPICAL SECTION
PAD SIDE
'6"x16" GREY
PAD SIDE
N UFACTURED CAP STREET SIDE
#4 CONTINUOUS
#4 CONTINUOUS
PAD SIDE
.D
I
VERT. STEEL ON WALL
PAD SIDE
z
#.5 0 16•
6 fl
i
RIVER ROCKPILASTER
#4 CONTINUOUS
I
GROUT ALL CELLS
rAx
W
& 8`x8"xl6" BLOCK
d
1
#4 CONTINUOUS
I '
04
0 60'3CENTERS
VERT. STEEL ON WALL
6`;
O
34'-38' SPARKS
d
16
N
GREY SPLIT FACE
18•GROUT
EAST FAIRVIEW
6"x8"06" BLOCKS
48'-64' PANAMA F
I '
N
I a
# 5 DOWEL - SPACING
TRACT
I
TO MATCH VURTCAL
ALL CELLS
I '
REINFORCING LAP
2 GUERRERO
x
VERTICAL REINFORCING
TO TOP OF WALL
I
25" MINIMUM. ALTERNATE
GROUT ALL CELLS
¢
N
BENDS IN FOOTING AS
Do
I i
SHOWN
�Z
'
#4 CONTINUOUS
#4 CONTINUOUS
I 'n
49 50 51 52
I
GREY SPUT FACE
EAST PANAMA LANE
0 MID BLOCK
U
B•
6` z
#4 CONTINUOUS
I s
)o
�
0
GREY SPLIT FACE
GREY SPLIT FACE
# 5 DOWEL - SPACING
I z
L,L
6"x8'xi6" BLOCKS
m
I e
GREY SPLIT FACE
0
69 68 67 66
z
#5DOWEL - SPACINGI
-I
0
# 5 DOWEL - SPACING
'O
I
REINFOO RCING. LAP
TO MATCH VERTICAL
I iO
VERTICAL
LAP
AVENUE
TO MATCH VERTICAL
VERSOACIREI
VERTICAL RM.
43
BENDS IN FOOTING AS
I
1 z
31
ALTERNATE
25" MINIMUM. ALTERNATE
SHOWN
VERTICAL REINFORCING
BENDS IN FOOTING AS
�
1 i
g
PAD ELEV PER
SHOWN
I
STREET SIDE
GRALIE
GRADING PLAN
#4 C
#
SEE PLANS
EQUAL
EQUAL
ADNTINUDD$
PAD ELEV PER
I
STREETGRASIDE
GRADING PLAN
PAD ELEV PER
OF48CENN
SEE PLANS
EQUA
GRADING PLAN
EQUAL
SEE PLANS
EQUAL EQUAL
# 4 CONT. ON TOP
OF BENT BARS
a>
NZ$Myyk
O T
V4 CONT. ON TOP
OF BENT BARS
3• CUR MATCH
TART. S
9ZE
`yM1gk
8'-2" WALL ZONE C
TYPICAL SECTION
,m
3" CLR
4-
`3" CUR N MATCH
SIZE &
7'-6 WALL ZONE A
TYPICAL SECTION
PAD SIDE
EAST PACHECO ROAD
M,
14
GREY STREET SIDE
CAP
#4 CONTINUOUS
PAD SIDE
.D
I
VERT. STEEL ON WALL
PAD SIDE
z
#.5 0 16•
6 fl
i
19
#4 CONTINUOUS
I
GROUT ALL CELLS
W
TO TOP OF WALL
d
1
#4 CONTINUOUS
I '
04
0 MID BLOCK
#5016'
6`;
O
34'-38' SPARKS
d
16
N
GREY SPLIT FACE
2
EAST FAIRVIEW
6"x8"06" BLOCKS
48'-64' PANAMA F
I '
N
I a
# 5 DOWEL - SPACING
TRACT
I
TO MATCH VURTCAL
14
I '
REINFORCING LAP
2 GUERRERO
x
VERTICAL REINFORCING
0
I
25" MINIMUM. ALTERNATE
GROUT ALL CELLS
¢
N
BENDS IN FOOTING AS
Do
I i
SHOWN
�Z
z
#4 CONTINUOUS
I a
I 'n
q 4 CONT. ON
OF BENT BARS
3•
MIM
CAP STREET SIDE
RIVER ROCK PILASTER
& 8"xB"x16" BLOCK
O 60'7 CENTERS
`3" CLR MATCH
SIZE &
8'-2" WALL ZONE A
TYPICAL SECTION
FOOTING SHALL NOT EXCEED THE WIDTH SHOWN UPON THE PLANS BY
MORE THAN 2". ANY FORM WORK 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.
DIFFERENCE IN FINISH GRADE HEIGHT ON EITHER SIDE
OF WALL SHALL NOT EXCEED 25".
VERTICAL STEEL SHALL BE CENTERED ON ALL WALL SECTIONS
MAXIMUM DISTANCE BETWEEN HORIZONTAL BARS IN WALL SHALL 13E 32
SHOWN
#4 CONTINUOUS
V4 NON
OF" BENTCOT. BARS
3"
�3" OUR MI
SI:
7'-6 WALL ZONE B
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS
EAST PACHECO ROAD
2"x6"x16'
MANUFACTURED
14
GREY STREET SIDE
CAP
GREY
PAD SIDE
.D
21
MANUFACTURED
PAD SIDE
z
RIVER ROCK PILASTER
6 fl
CAP STREET SIDE
19
#4 CONTINUOUS
& 8'x8"x16" BLACK
#4 CONTINUOUS
W
>
K
d
z
a
04
VIRES TOES uta
#5016'
& 8•x8"x16" BLOCK
O
34'-38' SPARKS
d
16
N
17
2
EAST FAIRVIEW
ROAD
48'-64' PANAMA F
GROUT ALL CELLS
N
I a
x
TRACT
Of
0
14
N0. 7029
PHASE
2 GUERRERO
x
0
#4 CONTINUOUS
m
GROUT ALL CELLS
¢
N
I °-
Do
m
O
�Z
z
I a
0
49 50 51 52
53 54 55
GREY SPUT FACE
EAST PANAMA LANE
0 MID BLOCK
U
B•
VICINITY MAP
#4 CONTINUOUS
I s
)o
�
0 MID BLOCK
GREY SPLIT FACE
SHOWN
#4 CONTINUOUS
V4 NON
OF" BENTCOT. BARS
3"
�3" OUR MI
SI:
7'-6 WALL ZONE B
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS
<4
2"x6"x16'
MANUFACTURED
2"x6"x16'
GREY STREET SIDE
CAP
GREY
PAD SIDE
27x6"x18"
21
MANUFACTURED
PAD SIDE
CAP STREET SIDE
RIVER ROCK PILASTER
6 fl
CAP STREET SIDE
19
#4 CONTINUOUS
& 8'x8"x16" BLACK
#4 CONTINUOUS
2
>
K
O 60'7 CENTERS
RIVER ROCK PILASTER
RIVER ROCK PILASTER
23
�
#5016'
& 8•x8"x16" BLOCK
i o
8 9
d
16
N
17
0 60'3 CENTERS
0 60'3 CENTERS
VERT. STEEL ON WALL
GROUT ALL CELLS
N
I a
#5 0 24"
TO TW OF WALL
Of
o
I N
PHASE
2 GUERRERO
x
I tN
#4 CONTINUOUS
m
GROUT ALL CELLS
¢
N
I °-
I a
m
O
TO TOP OF WALL
z
I a
0
49 50 51 52
53 54 55
GREY SPUT FACE
0 MID BLOCK
U
B•
6"x8 m" BLOCKS
#4 CONTINUOUS
I s
)o
�
0 MID BLOCK
GREY SPLIT FACE
6"
# 5 DOWEL - SPACING
I
L,L
z
0
m
I e
GREY SPLIT FACE
0
69 68 67 66
z
#5DOWEL - SPACINGI
-I
8"x8'xi6• BLOCKS
I �
'O
REINFOO RCING. LAP
of
# 5 DOWEL - SPACING
VERTICAL
I
AVENUE
TO MATCH VERTICAL
I `O
43
BENDS IN FOOTING AS
SHOWN
#4 CONTINUOUS
V4 NON
OF" BENTCOT. BARS
3"
�3" OUR MI
SI:
7'-6 WALL ZONE B
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS
<4
2"x6"x16'
MANUFACTURED
7x6"x18"
GREY STREET SIDE
CAP
GREY STREET SIDE
1
27x6"x18"
21
GREY
PAD SIDE
CAP
RIVER ROCK PILASTER
6 fl
CAP STREET SIDE
19
#4 CONTINUOUS
& 8'x8"x16" BLACK
#4 CONTINUOUS
2
>
K
O 60'7 CENTERS
VERT. STEEL ON WALL
RIVER ROCK PILASTER
23
�
#5016'
& 8"x8'xl6' BLOCK
i o
8 9
d
16
N
17
0 60'3 CENTERS
m
1
GROUT ALL CELLS
N
I a
0
TO TW OF WALL
Of
I a
I N
PHASE
2 GUERRERO
x
I a
#4 CONTINUOUS
m
I i
¢
N
I °-
0 MID BLOCK
m
O
TO TOP OF WALL
z
I a
0
49 50 51 52
53 54 55
GREY SPUT FACE
0 MID BLOCK
U
B•
6"x8 m" BLOCKS
#4
16'
�
BL0 MIDNOOKS
GREY SPLIT FACE
I z
# 5 DOWEL - SPACING
I
L,L
TO MATCH VERTICAL
m
I e
GREY SPLIT FACE
0
SHOWN
#4 CONTINUOUS
PAD ELEV PER
GRADING PLAN
4 PONT. ON TDPP
F BENT BARS
3' CLF
`3" CLT2 MATCH VERT. STEE
SIZE & SPACING
8'-2" WALL ZONE B
TYPICAL SECTION
CAULKING SEALANT
(�pNT. EA. SIDE
/ 7BACKUP ROD (TIP)
VERTICAL BAR J
EA. SIDE OF JOINT
JOINT DETAIL
NTS
STOP HORIZ. BARS
EA. SIDE OF JOINT
�Y CUR MATCH
SZE &
7'-6 WALL ZONE C
TYPICAL SECTION
PAD SIDE
<4
7x6"x18"
N.T.S.
GREY STREET SIDE
20
27x6"x18"
21
GREY
PAD SIDE
CAP
MANUFACTURED
6 fl
CAP STREET SIDE
19
#4 CONTINUOUS
22
#4 CONTINUOUS
2
>
K
7 10
RIVER ROCK PILASTER
RIVER ROCK PILASTER
23
�
& 8"x8'xl6' BLOCK
8 9
d
16
N
17
0 60'3 CENTERS
VERT. STEEL ON WALL
1
N
#5 0 24"
0
25
Of
i o
I N
PHASE
2 GUERRERO
GROUT ALL CELLS
I a
o
m
TO TOP OF WALL
¢
N
I °-
I a
m
O
TO TOP OF WALL
z
I a
#4 CONTINUOUS
49 50 51 52
53 54 55
56 57 58
0 MID BLOCK
U
B•
47
#4
16'
�
BL0 MIDNOOKS
GREY SPLIT FACE
I z
B"x8•xie• BLOCKS
L,L
za
m
GREY SPLIT FACE
0
69 68 67 66
BS 64 63 62
#5DOWEL - SPACINGI
-I
6"xe'k18" BLOCKS
TO MATCH VERTITCALLI
'O
REINFOO RCING. LAP
b
5 DOWEL - SPACING
VERTICAL
I I
AVENUE
UM. ALTERNATE 25" MINIMUM. ALTERNATE
I 'O
43
BENDS IN FOOTING AS
REINFORCING. LAP
RI
1 z
31
SHOWN
VERTICAL REINFORCING
#4 CONTINUOUS
�
25• MINIMUM. ALTERNATE
PAD ELEV PER
I
STREET SIDE
GRALIE
GRADING PLAN
I z
SEE PLANS
EQUAL
EQUAL
I :
VONBARS TOU
wJ A
ZYbMyk
PAD ELEV PER
OF48CENN
STREET SIDE GRADE
GRADING PLAN
SEE PLANS
EQUAL EQUAL
# 4 CONT. ON TOP
OF BENT BARS
a>
NZ$Myyk
3• CLR If
3" CUR
�Y CUR MATCH
SZE &
7'-6 WALL ZONE C
TYPICAL SECTION
PAD SIDE
<4
7x6"x18"
5 12
GREY STREET SIDE
20
21
MANUFACTURED
CAP
6 fl
1
19
#4 CONTINUOUS
22
w
�
2
>
K
7 10
RIVER ROCK PILASTER
18
23
�
& 8"x8"x16" BLOCK
8 9
d
16
N
17
0 60.3 CENTERS
VERT. STEEL ON WALL
N
#5 0 24•
25
Of
i o
PHASE
2 GUERRERO
AVENUE
rn
o
m
GROUT ALL CELLS
¢
N
I a
m
O
TO TOP OF WALL
I a
49 50 51 52
53 54 55
56 57 58
27
U
47
#4
16'
�
BL0 MIDNOOKS
46
L,L
za
m
GREY SPLIT FACE
1 z
69 68 67 66
BS 64 63 62
61 60 59
-I
6"xe'k18" BLOCKS
45
b
5 DOWEL - SPACING
I I
AVENUE
T NATION VERTICAL
I 'O
43
42 41 40 39
REINFORCING. LAP
RI
32
31
VERTICAL REINFORCING
I
25• MINIMUM. ALTERNATE
BENDS IN FOOTING AS
I z
SHOWN
I :
#4 CONTINUOUS
PAD ELEV PER
STREET SIDE GRADE
GRADING PLAN
SEE PLANS
EQUAL EQUAL
# 4 CONT. ON TOP
OF BENT BARS
a>
NZ$Myyk
3" CUR
3• CUR MATCH
TART. S
9ZE
& SPACING
8'-2" WALL ZONE C
TYPICAL SECTION
LOT SIDE
PILASTER DETAIL
1,3
NA)l=
MAXIMUM FILL OVER TOP FOOTING
ON STREET SIDE = 2.2' ON PANAMA
MAXIMUM FILL OVER TOP FOOTING
ON PAD SDE - 1.2' ON SPARKS
SAMAN STREET (DRIVEWAY) H�9
}
¢
PHASE 1 It!
1 �
0
w
w
N
t-
N
APPROVED BY
LOT C
EAST PANAMA LANE
i
1" = 200'
KEY MAP
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR -Cr -�.��Y 3 1-7
REVIEWED BY TRAFFIC ENGINEER
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.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUC5, CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
z eor,-7%-T
IAk 7L nA 1 11 - -
EE WALL SECTION FOR
;WAR PLACEMENT
SK _D) LItPK�{fs-h?
BASIS OF BEARINGS
THE BEARING OF N89'31'28"W FOR THE C/L OF EAST PANAMA LANE
PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103
BENCH MARK USED
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S.
BENCH MARK SET
NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
<4
5 12
13
20
21
3
6 fl
14
19
22
w
�
2
>
K
7 10
? 15
18
23
�
1
8 9
d
16
N
17
24
Y
N
25
Of
PHASE
2 GUERRERO
AVENUE
o
m
48
¢
N
m
O
26
49 50 51 52
53 54 55
56 57 58
27
U
47
�
46
L,L
za
69 68 67 66
BS 64 63 62
61 60 59
-I
29
45
44
GUADALUPE
AVENUE
30
43
42 41 40 39
38 37 38 35 34 33
32
31
SAMAN STREET (DRIVEWAY) H�9
}
¢
PHASE 1 It!
1 �
0
w
w
N
t-
N
APPROVED BY
LOT C
EAST PANAMA LANE
i
1" = 200'
KEY MAP
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR -Cr -�.��Y 3 1-7
REVIEWED BY TRAFFIC ENGINEER
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.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUC5, CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
z eor,-7%-T
IAk 7L nA 1 11 - -
EE WALL SECTION FOR
;WAR PLACEMENT
SK _D) LItPK�{fs-h?
BASIS OF BEARINGS
THE BEARING OF N89'31'28"W FOR THE C/L OF EAST PANAMA LANE
PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103
BENCH MARK USED
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S.
BENCH MARK SET
NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
I
B I A
fL 6+91.61 6+65.00 10
]+00 8T00__l/ 9+ 10+00
10+00
IV
y9y 10' 20' 20' 10' eoe
1
}
SPARKS
STREET
Q
z
2+15.00
1
5'
J
1+00
2+00
3+00
4+00 5+00
I I
6+00
�—
ZI
l
_--WO-2'13"E
'
�
R/W
oa
MASONRY WALL
450' SIGHT UNE —_
�--_
450'
SIGHT UNES
(r6rl
FFIO d'F
FiNnF-F�
CD
W
a a a m
�
z
__�___'___ _______
NnN,\ m
64'
Q
Ndmma
LANDSCAPE LOT
I
w l l
mmot0ol
.__%3
-0200
I w F l
o
i
B I A
fL 6+91.61 6+65.00 10
]+00 8T00__l/ 9+ 10+00
10+00
IV
y9y 10' 20' 20' 10' eoe
1
}
1
F
Q
z
r
1
5'
J
¢¢
h
W
W
>
F f- w
mmQ
I I
I
I 1
1
n0
LLJ
�
R/W
oa
MASONRY WALL
I t
mml
i 1
��P�__
(r6rl
FFIO d'F
FiNnF-F�
CD
W
a a a m
�
z
__�___'___ _______
NnN,\ m
64'
Q
Ndmma
LANDSCAPE LOT
I
w l l
mmot0ol
.__%3
-0200
I w F l
o
i
i
maamm
PER FINAL MAP
0000��
mm
4_
---.I
!
aJ-.nm
m�
±
N
VUUW
M
SCALES
m V U U V
IfN
1
i
m
J
y➢
m i i
m
Wpi O) pi pi
a
m
.. 0 00
nnmmw
V+
a
tp ipnrnm
a
0
00000
119. 7'
O
101p tD (Ot0
BA� WALL LENG F=393.67'
'.
2_9TQ..Y9
il
-_-_y_________
w
M
0
U
U
V
v
U
U
_
I
i 1
t 4 I
M
t
O
tm0
M
+
+
V<
mn
+I Z
N
M
N
Y
+
f: la 1D�
N
F N
m
m
O
m
O
N
O
N
m
EA GUTTER PROFI{ 1
'
i
i"
1 PER GRADING PLAN
_1-_----I
N
ST CATCH BASIN1
i
I TOP OF F!}OTING PROFILE 1
159 �G
11
I
3
S9
I
i i
m�____
I
!------------------------------------------
pp!!
m m
m
Np m
m
m
m
m
m
t
L
w
4rc1
1rc!
a\
Q
C?
J
J
J
J
\a
m
m a
\ Q
m
N 1
1 O�_
i
J
l_.._ T- i --
a
a
a
a
a
a
a
a
f
U U
U
U
V V
0
V 0
U
U
U
OM MIIO
p
On
#
O
#
O
#
O
n
M
n
M
O O I t0
r
1
r
EAST !;UTTER PROFILE 4
++++
+
++
+
+
+
+
+
!
000.
N N
N
M
M
#
N
B I A
fL 6+91.61 6+65.00 10
]+00 8T00__l/ 9+ 10+00
10+00
IV
y9y 10' 20' 20' 10' eoe
1
1
}
1
F
Q
z
r
1
5'
J
¢¢
h
W
W
>
F f- w
mmQ
I I
I
I 1
1
n0
LLJ
�
mva
oa
1 I
I t
mml
i 1
��P�__
1
FFIO d'F
FiNnF-F�
CD
W
a a a m
�
z
__�___'___ _______
NnN,\ m
Ymm�T 'n
Q
Ndmma
m
Q
I
w l l
mmot0ol
.__%3
-0200
I w F l
3;
i
i
maamm
0000��
mm
4_
---.I
!
aJ-.nm
a\\vz
±
N
VUUW
M
SCALES
m V U U V
IfN
1
i
m
J
GIfN
FG
m i i
m
Wpi O) pi pi
a
m
.. 0 00
nnmmw
a
a
tp ipnrnm
a
0
00000
119. 7'
!
101p tD (Ot0
1
1
f 1
1
F
i I
�
r
1
5'
1
I
W
>
kw I -
K Km
N 7 N
1 i
I I
I
I 1
1
P
I I I
�
a
W
1 I
I t
i
i 1
��P�__
1
m
IF I�rI
�t�i13aw3
CD
LEGEND
a a a m
_________.______
�CK
__�___'___ _______
3
__
_—____—___.__1iiI
_______ __-___-__-_
x
Op
_T+1fii1!
_gT1iI1
1 S 1
I
1
mmot0ol
.__%3
-0200
]L9J
'
i
i
Of
0000��
Of
4_
---.I
!
w
I
±
N
N
M
SCALES
0 3
1
i
m
J
J
m i i
m
-`
a
m
J
a
a
a
0
WALL ;