HomeMy WebLinkAbout1.4-6865 Ph 3 Record DrawingSTANDARD NOTES WALL CONSTRUCTION PLANS TRACT NO. 6865 PHASES 2
i. CONCRETE: MIN. ULTIMATE COMPRESSIVE STRENGTH (28 DAYS):
2000 P.S.I. MAXIMUM SLUMP; 4 INCHES MIN. CEMENT CONTENT: 5
CITY
SACKS PER CUBIC YARD; MAXIMUM WATER CONTENT. 7.5 GALLONS PER
SACK CEMENT. AGGREGATE: ASTM C-33 1-I/2' MAX. C I Y OF
19) A K E R S F I E A KERN
ERT COUTSY CALIFORNIA ALIFORNIA
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/2500 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 NEGUGENCE 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.
17. NO PUBLIC WORKS INSPECTION WILL 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 ENGINEER.
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 216. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
ESTIMATED QUANTITIES
BLOCK WALL - PHASE 2 332 LF
BLOCK WALL - PHASE 3 831 LF
BLOCK WALL - TOTAL 1163 LF
SHEET INDEX
SHEET
1. TITLE
2. SPARKS STREET
EAST PANAMA LANE
WALL SPECIFICATIONS
BLOCK TYPE - 6" SPLIT FACE
COLOR - GREY
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W/RIVER ROCK
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 0 24' -
GROUT ALL CELLS -�
TO TOP OF WALL
#4 CONTINUOUS
0 MID BLOCK -
GREY SPLIT FACE -
6'x8"x16" BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
SHOWN
#4 CONTINUOUS
PAD ELEV PER
GRADING PLAN
y 4 CONT. ON TO,
OF BENT BARS
3" CLR
-2"x6'x16" GREY STREET SIDE
MANUFACTURED CAP
I
RIVER ROCK PILASTER
& 8'x8"x18' BLOCK
O 60'i CENTERS
1 0
1 H
I �
�3. CLR MATCH
SIZE &
6'-10" WALL ZONE A
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 O 16'
GROUT ALL CELLS
TO TOP OF WALL
#4 CONTINUOUS
O MID BLOCK
GREY SPLIT FACE -
6"x8"x16" BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
REINFORCING. LAP
VERTICAL REINFORCING
25" MINIMUM. ALTERNATE
BENDS IN FOOTING AS
SHOWN
#4 CONTINUOUS
PAD ELEV PER
GRADING PLAN
wqmww
E�
A 4 OUNT. TOP
OF BENT BARS
3" CR L "
-2'x8"x16" GREY STREET SIDE
MANUFACTURED CAP
I
1 RIVER ROCK PILASTER
& B"x8"x18" BLOCK
O 60'f CENTERS
I w
I N
I s m
I I
24i T.
6' i o
� r MATCH SZE & S
7'-2" & 7'-6 WALL ZONE A
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS'
VERT. STEEL ON WALL
#5 O 76" -
GROUT ALL CELLS
TO TOP OF WALL
#4 CONTINUOUS
0 MID BLOCK
GREY SPUT FACE -
8"x8"z18" BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
PAD ELEV PER
GRADING PLAN
qq 4 CONT. ON TOP
OF BENT BARS I
3" CUR
- 2"x6 x76" GREY STREET SIDE
MANUFACTURED CAP
I
I
PAD SIDE
RIVER ROC( PILASTER
GREY
STREET SIDE
DATE 3-15-18
& e"z8".16" BLOCK
CAP
32
O 60'3 CENTERS
I W
#4 CONTINUOUS
I
I In
#4 CONTINUOUS
VERT. STEEL ON WALL
Y ZE
F 2-1 I
#5 O 24" -
RIVER ROCK PILASTER
I
o
"I
I �
m
i
i
1
I
�Z
si
0 60'3 CENTERS
il
I
O 60'3 CENTERS
VERT. STEEL ON WALL
I
EAST PANAMA
CLR 1, MATCH VERT. ST
SIZE & SPACING
7'-10", 8'-2" & 8'-6" WALL ZONE A
TYPICAL SECTION
NOTE:
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".
PAD SIDE
2"x8"xt6"
GREY STREET SIDE
PAD SIDE
2"x6"x16"
GREY
STREET SIDE
DATE 3-15-18
MANUFACTURED
CAP
32
MANUFACTURED
CAP
#4 CONTINUOUS
I
I
#4 CONTINUOUS
VERT. STEEL ON WALL
Y ZE
F 2-1 I
#5 O 24" -
RIVER ROCK PILASTER
I
o
"I
RIVER ROCK PILASTER
I
v
i
& 8"x8"x16" BLOCK
1
I
& 8"x8"x78" BLOCK
si
0 60'3 CENTERS
z6
I
O 60'3 CENTERS
VERT. STEEL ON WALL
I
EAST PANAMA
VERT. STEEL ON WALL
I
#5 O 32'
o
#5 O 32'
o
<
I N
I
I N
fO
GROUT ALL CELLS
I a
GROUT ALL CELS
I a
TO TOP OF WALL
o.
23
TO TOP OF WALL
I
42
f
BENDS IN FOOTING AS
g
34
=
27
#4 CONTINUOUS
I ° o
1
#4 CONTINUOUS
i o
MAP
O MID BLOCK
B
0 MID BLOCK
6°
z
0 9
37
'6 e
GREY SPLIT FACE
I
GREY SPUT FACE
6".8"x16' BLOCKS
I s
6"x8"x16" BLOCKS
# 5 DOWEL - SPACING
I
# 5 DOWEL - SPACING
TO MATCH VERTICAL
I 1p
TO MATCH VERTICAL
I FO
24
REINFORCING. LAP
31
43
REINFORCING. LAP
36
VERTICAL REINFORCING
I
28
VERTICAL REINFORCING
22
25" MINIMUM. ALTERNATE
N.T.S.
25' MINIMUM. ALTERNATE
7v
BENDS IN FOOTING AS
I 9
BENDS IN FOOTING AS
SHOWN
I
SHOWN
#4 CONTINUOUS
m
#4 CONTINUOUS
m
PAD ELEV PER
I
STREET SIDE
PAD ELEV PER
I
STREET SIDE
AD
GRADING PLAN
0
0
SEEPP�LANS
GRADING PLAN
SEEPPLANS
EQUAL
EQUAL
16
EOUAI11
EOUAL
yy
0F4BENTT9ARS TOP
2} M,q4,
;;yy
DF4BENT 9AOURST�
1
?> M,y
20
15
M4y .
7
6
'f"Vk
ro
m
3" CIA L-
3" CUR F-
3" CLR MATCH
VERT. S L
3" CLR MATCH
VERT. S EL
15
SIZE
& SPACING
36
SIZE
&SPACING
6'-10"
WALL ZONE
B
6'-10"
WALL ZONE
C
TYPICAL
SECTION
50
TYPICAL SECTION
52
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 0 24" -
GROUT ALL CELLS
TO TOP OF WALL
#4 CONTINUOUS
O MID BLOCK -
GREY SPLIT FACE -
6".8'x18" BLOCKS
5 DOWEL - SPACING
BENDS IN FOOTING AS
SHOWN
04 CONTINUOUS -
PAD ELEV PER
GRADING PLAN
.-2"x6"x18"
GREY STREET SIDE
MANUFACTURED CAP
I
MATCH VERT. STEEL
RIVER ROCK PILASTER
DATE 3-15-18
RIVER ROCK PILASTER
& WxSN16" BLOCK
32
TRAFFIC ENGINEER
O 60'3 CENTERS
I w
0 80'3 CENTERS
I
I N
VERT. STEEL ON WALL
Y ZE
F 2-1 I
#5 O 24" -
1 0
I
o
"I
I
v
i
29
E
m
�3" CLR MATCH W
SIZE & SI
7'-2" & 7'-6 WALL ZONE B
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
-
GROUT ALL CELLS -�
TO TOP OF WALL
#4 CONTINUOUS
0 MID BLOCK -
GREY SPLIT FACE -
6'x8"x16" BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
REINFORCING LAP
VERTICAL REINFORCING
25" MINIMUM. ALTERNATE
BENDS IN FOOTING AS
SHOWN
#4 CONnNUous
PAD ELEV PER
GRADING PLAN
Y 4 CONT. TOP
bF BENT BARS
3" CLR 4
PAD SIDE
#4 CONTINUOUS'
VERT. STEEL ON WALL
#5 O 24" -
GROUT ALL CELLS
TO TOP OF WALL
#4 CONTINUOUS
O MID BLOCK -
GREY SPLIT FACE -
6"x8"x16' BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
REINFORCING LAP
VERTICAL REINFORCING
25' MINIMUM. ALTERNATE
BENDS IN EDGING AS
SHOWN
#4 CONTINUOUS
PAD ELEV PER
GRADING PLAN L�
EI
i 4 CONT. TOP
OF BENT BARS
3" C R 4
CAP STREET SIDE
I
RIVER ROCK PILASTER
& 6"x8"x16" BLOCK
O 60'3 CENTERS
w
I y
1 s
� � r
`3" CUR MATCH M
SIZE & S
MAMMON FILL OVER TOP FOOTING
ON STREET S1DE - 2.3' ON PANAMA
MAXIMUM FILL OVER TOP FOOTING
ON PAD SIDE = 1.2' ON SPARKS
EAST PACHECO ROAD
F
w
E-
2
11 SALAZAR AVENUE
10 49 48 47 46 45 44 62M7271
JALPAN
AVENUE5051 52 5354 55 75
PHASE 3
CORREGDORA AVENUE
8 64 63 62 61 60 59 58 57 55 76 77 78
5
4 65 66 87 68 69 78 75 74 73
PHASE 3
3
SABUGO COURT CANDIA AVENUE
2
LL -1
70 NOT A PART
i 7] 78 79 80 81 82 83 84
EAST PANAMA LANE
KEY MAP
APPROVED BY
PHASE 1
2 x
a
1 a
REVIEWED
21
ASST. PUBLIC WORKS DIRECTORZ���
28
MATCH VERT. STEEL
40
DATE 3-15-18
RIVER ROCK PILASTER
39
32
TRAFFIC ENGINEER
2
25
0 80'3 CENTERS
I
1
VERT. STEEL ON WALL
Y ZE
F 2-1 I
#5 O 24" -
1 0
PAD ELEV PER
z0
22
z7
29
1
TO TOP OF WALL
SEE PLANS
si
31
z6
CONTINUOUS
0
za
o
MID -
EAST PANAMA
LANE
I
GREY SPLIT FACE -
47
<
38
I
# 5 DOWEL SPACING
fO
E
TO MATCH VERTICAL
REINFORCING LAP
19
VERTICAL REIUM. FORCING
23
26
30
42
f
BENDS IN FOOTING AS
g
34
30
27
23
1
VICINITY
MAP
37
18
24
25 u
31
43
36
35 g
29
28
w
22
N.T.S.
7v
CHAPULTEPEC
AVENUE
0
0
21
16
yr
20
15
14
7
6
15
WN
37
36
35
34
33
321444.5
48
47
68
49
50
51
52
53
54
5
w
SE
2
a
19
16
13
8
w
F
414
17
12
9
NSI
38
39
40
41
42
43
59
58
57
56
55
€
a 3
w
18
a
it
10
2
11 SALAZAR AVENUE
10 49 48 47 46 45 44 62M7271
JALPAN
AVENUE5051 52 5354 55 75
PHASE 3
CORREGDORA AVENUE
8 64 63 62 61 60 59 58 57 55 76 77 78
5
4 65 66 87 68 69 78 75 74 73
PHASE 3
3
SABUGO COURT CANDIA AVENUE
2
LL -1
70 NOT A PART
i 7] 78 79 80 81 82 83 84
EAST PANAMA LANE
KEY MAP
APPROVED BY
PHASE 1
2 x
a
1 a
REVIEWED
BY
ASST. PUBLIC WORKS DIRECTORZ���
MATCH VERT. STEEL
DATE 3-15-18
RIVER ROCK PILASTER
REVIEWED
BY
TRAFFIC ENGINEER
2
DRWQ B1': J.K.D.
0 80'3 CENTERS
7'-2" & 7'-6 WALL ZONE C F+CM DRAWING
TYPICAL SECTION
-2"x6"x16"
MANUFACTURED
..__-- __.__ _"_ .-._._`._..
GREY STREET SDE PAD SIDE
CAP
#4 CONTINUOUS
MATCH VERT. STEEL
DATE 3-15-18
RIVER ROCK PILASTER
32"
& 8'.8"x16" BLOCK
1
DRWQ B1': J.K.D.
0 80'3 CENTERS
I
7'-10",
VERT. STEEL ON WALL
w
#5 O 24" -
1 0
PAD ELEV PER
SIBDIVISO1'-
GROUT ALL CELLS
1
TO TOP OF WALL
SEE PLANS
MI
S TR E E T SI DE
RIVER ROCK
CONTINUOUS
0
6"
o
MID -
SEE WALL SECTION FOR
REBAR PLACEMENT
I
GREY SPLIT FACE -
8'xe'x18' BLOCKS
0
I
# 5 DOWEL SPACING
fO
E
TO MATCH VERTICAL
REINFORCING LAP
VERTICAL REIUM. FORCING
25" MINIMUM. ALTERNATE
ALTERNATE
1 z
BENDS IN FOOTING AS
g
snowN
�o
#i CONTINUOUS
1
STUEoxnSI� PAD ELEV PER
PAD ELEV PER 7'-10", 8'-2" & 8'-6" WALL ZONE B
TYPICAL SECTION
F
CAULKING SEMANT
T. EA SIDE
BACKUP ROD (TYP)
VERTICAL BAR
EA. SIDE OF JOINT
JOINT DETAIL
N,9
STOP HORIZ. BARS
EA. SIDE OF JOINT
4 CONT. ON
F BENT BARS
3"
2'x8"x16"GREY STREET SIDE' sK.e 2mw«✓ ENGINEER'S STATEMENT
MANUFACTURED CAP RCE�17584 DATE //-a2-�7 R1`EJt17584 t�IFi'E_12.1•l-lB
I THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION
I
RIVER ROOK PILASTER AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
& 8°x8"x16" BLOC( ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT
0 80'3 CENTERS REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
1 o RROFESS/6,#a
I F eO SK. BF(p"7F
I a �m6'a ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
I W Nw,BM m DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
I R * * S CH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
i X797, CI VII -
CAUf
LOT SIDE
PILASTER DETAIL
x�
BENCH MARK USED
11' SPARKS TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
WALL &LANDSCAPE LOT 8' - 7' PANAMA EAST PANAMA LANE AND SOUTH UNION AVENUE
F ON SPARKS 11' ON PANAMA ELEV. = 361.36 U.S.G.S.
7.50' SPARKS 6.125'
950 PANAMA BENCH MARK SET
6° VARIES TO
34' SPARKS
46 -SW PANAMA NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
z
EAST PANAMA LANE AND SPARKS STREET
I
:"'-9DS" ELEV. = 362.32 U.S.G.S.
2%
MATCH EDGE
OF FOOTING
..__-- __.__ _"_ .-._._`._..
nuc
MATCH VERT. STEEL
DATE 3-15-18
DB10 By pD19 N TWIND MW SIE C" BAKERSFIEID. CA. 93301
�l
32"
SIZE & SPACING
�=
DRWQ B1': J.K.D.
.LAND PLANNING. SURVEYORS
7'-10",
8'-2" & 8'-6" WALL ZONE C
TYPICAL SECTION
PAD ELEV PER
SIBDIVISO1'-
GRADING PLAN
.JIB
CITY RECORD NUMBER
SEE PLANS
MI
S TR E E T SI DE
RIVER ROCK
SEE WALL SECTION FOR
REBAR PLACEMENT
LOT SIDE
PILASTER DETAIL
x�
BENCH MARK USED
11' SPARKS TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
WALL &LANDSCAPE LOT 8' - 7' PANAMA EAST PANAMA LANE AND SOUTH UNION AVENUE
F ON SPARKS 11' ON PANAMA ELEV. = 361.36 U.S.G.S.
7.50' SPARKS 6.125'
950 PANAMA BENCH MARK SET
6° VARIES TO
34' SPARKS
46 -SW PANAMA NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
z
EAST PANAMA LANE AND SPARKS STREET
I
:"'-9DS" ELEV. = 362.32 U.S.G.S.
2%
MATCH EDGE
OF FOOTING
..__-- __.__ _"_ .-._._`._..
..,..."., ENGINEERS RYLNDATTION_
RlxNeed DELMARTER_AND ASSOC. ,..
DATE 3-15-18
DB10 By pD19 N TWIND MW SIE C" BAKERSFIEID. CA. 93301
�l
TYP CROSS SECTION
PHONE 327-tlBfi FAX 327-1462 N0. 14091 B
�=
DRWQ B1': J.K.D.
.LAND PLANNING. SURVEYORS
ND L6 R NG
E0NMI
A�
SIBDIVISO1'-
-''RAFTING
I
.JIB
CITY RECORD NUMBER
MI
LOT SIDE
PILASTER DETAIL
x�
BENCH MARK USED
11' SPARKS TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
WALL &LANDSCAPE LOT 8' - 7' PANAMA EAST PANAMA LANE AND SOUTH UNION AVENUE
F ON SPARKS 11' ON PANAMA ELEV. = 361.36 U.S.G.S.
7.50' SPARKS 6.125'
950 PANAMA BENCH MARK SET
6° VARIES TO
34' SPARKS
46 -SW PANAMA NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
z
EAST PANAMA LANE AND SPARKS STREET
I
:"'-9DS" ELEV. = 362.32 U.S.G.S.
2%
MATCH EDGE
OF FOOTING
..__-- __.__ _"_ .-._._`._..
..,..."., ENGINEERS RYLNDATTION_
RlxNeed DELMARTER_AND ASSOC. ,..
DATE 3-15-18
DB10 By pD19 N TWIND MW SIE C" BAKERSFIEID. CA. 93301
�l
TYP CROSS SECTION
PHONE 327-tlBfi FAX 327-1462 N0. 14091 B
�=
DRWQ B1': J.K.D.
.LAND PLANNING. SURVEYORS
ND L6 R NG
ROP TY UNEI If 7 �_.`C
A�
SIBDIVISO1'-
-''RAFTING
I
- DRAWING FB..E GATEWAY -.
CITY RECORD NUMBER
VA
370
r
LOT
SPARKS STREET
8+00
NOO.2VI3"E
1.9
OEIVAkiER 6 PSSR
J J
J
t
I
N
F
J
J
N
I
�
w
1
W
Ld
I
m
w=N
'
I m
r
a
W
WaW
J
-a
Z
U�aU)
\'
N
QNQ
U
CQ
G
n^
y
j.-FmrF
LL
rt
+
a
MASONRY
I
r
S
IIII
U
TOP OF FOOTING PROFILE
j
1
VA
370
r
LOT
SPARKS STREET
8+00
NOO.2VI3"E
1.9
OEIVAkiER 6 PSSR
d' _•-_, 450' SIGHT UNE
M
T+00 10+00 1(
156.32'
366i WA'L LENGTH = 13b.05' ' 1 W LENGTH =
1 J i JI I i
f ro 1 1 MI 1 I
I YJ I 1 y f 1 1
364
___3
m
W
m
V
a i i Ni
362 --- o 6- P OSED PAD 1 N,
_-----' '----- ------- —� '--- mi r t — — —
+ - _
ml -1 -1-_. -T
J-_---
_ STREET SIDE p2A� f 1 �y0
0.200% kOP FOOTING �OFILE •y6'� A"
360
J J
J
t
I
a a
F
J
I I
in
I
v
m m
N
N
�
a a
'
I m
r
a
I
V
U U
O
°im N
N
tmp M
m
w m
l ai
y
j.-FmrF
3
4
a
MASONRY
WALL -1
d' _•-_, 450' SIGHT UNE
M
T+00 10+00 1(
156.32'
366i WA'L LENGTH = 13b.05' ' 1 W LENGTH =
1 J i JI I i
f ro 1 1 MI 1 I
I YJ I 1 y f 1 1
364
___3
m
W
m
V
a i i Ni
362 --- o 6- P OSED PAD 1 N,
_-----' '----- ------- —� '--- mi r t — — —
+ - _
ml -1 -1-_. -T
J-_---
_ STREET SIDE p2A� f 1 �y0
0.200% kOP FOOTING �OFILE •y6'� A"
360
6+00
11
i
TGP 1 MALL
= 94.61'
J
t
I
n
m
J J J
n
I
i
Y
N
N
1
N
'
I m
�
I
3
i a
1
I I
�m
m
N
I M
l ai
y
j.-FmrF
r
3a
a
\J
J
m a
S
U J
W
U
U
TOP OF FOOTING PROFILE
j
f
3M3:
NN
rn
NN
M
N
ww
w
m
ui
6+00
11
i
TGP 1 MALL
= 94.61'
-
t
I
n
DELWkiFA 6 PffOG
J J J
n
I
i
Y
J
1 3
1
1
1 b
I m
�-1
I �
3
i a
1
I I
�
� m
N
I M
I
N
j.-FmrF
r
Fn
b
f
JbrFm
I
c
PROPOSEOIPAp do STREET SIDE GRADE
TOP OF FOOTING PROFILE
j
f
3M3:
r31A33�
3
M
� m� y
O
LI
m
ui
I 1
0
M
W
LJ
\
m
\
m
OI
W
m
1
8
7+00
1
WALU LENGTH
TGP 1 MALL
= 94.61'
I
1
i
I J
1
I
I
n
DELWkiFA 6 PffOG
J J J
J
J J
J
I I
J
1 3
1
I
1 b
I m
O
I �
1
1
i a
F
I I
�
� m
N
I M
I
N
j.-FmrF
r
Fn
b
f
JbrFm
I
c
PROPOSEOIPAp do STREET SIDE GRADE
TOP OF FOOTING PROFILE
j
f
3M3:
r31A33�
3
M
� m� y
O
o �mm�
m
ui
I 1
Q
M
W
LJ
\
m
\
m
m
row a_
m
W W W
m
I W I WWI
w
1
w
3a�FaaJ�
aJ
\m
Q�aaa
mJJ
�J w
.am
a
J
dam
J
lz
J
w�a\\'a
\
Fa
a�
Q<z I—
a
VUUVUW
(n
mo VUUV
0
Vo
OW
a}
�NNbNb
O
[nO��00biVr
v
On
NOO
v
hM 61W�
m
I--
.6M.6.6M17
eM
[VN
f/--�
LLJ[V�
YM
NNMMMM
nn nnnn
N
N+++'-�-
nnnnww 72
n
w 71
MM
mm
O�Of
70 mm
m m
0
N}
b
a
LL LL
r
N N
NOT A PART
V
1161120'120'IhW„V
+
b
N
+
N
r
I
CD
Ld
I
I
7+00
1
WALU LENGTH
TGP 1 MALL
= 94.61'
I
1
i
I J
1
I
I
n
I
I a
J
1 N
I
I I
I
1
1 3
1
I
1 b
I m
m I 1 m
I �
1
1
i a
F
I I
�
� m
1
I M
I
N
I
1 n
I
i
f
!
MASONRY WALL
R/W
6
L T BTRACT BOUNDARY
—^�
-550' S1 SLINES0%'
0.20
CD
EAST PANAMA LANE 6
]+68.43
8+00 9+00 10+00
11m■l
-® INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S-31
NOTE:
IF STREET PLAN LOCATION IS MOVED FROM
PLAN POSIDON, NOTIFY ENGINEER.
70'-8"
ii
1 I
I I
I
WALL ENGTH = 118.33'
i
i
61.00'
1 f
{
J
F ! I H
1 I J
4 I
I
J
M
36.00'
i
I
f I I
17
M
1 1 I
\
1
k
^
m I 1 m
O
J
F ; F
F
I I
a a
o
6
b
ti
m
d
b
6
b
N 1 1
r I I O
1
I
i
i
-4-
f I
1
I
c
PROPOSEOIPAp do STREET SIDE GRADE
TOP OF FOOTING PROFILE
j
f
µ.
m
H
O.OmG I J I , 1 I
TOP OF FOOTING PROFILE/
I
I
jN --- GUTTER P1{OFlIi
I I i I
I I I I I
1 i i I i
1 I I 1
I 1 I I
I I I i
I i
1 I I i I
1 I I i
1 1 I I
1 I 1 I 1
1 I 1 1
I I 1 1
f 1 i I 1
I I f I 1
1 I ! I I
I 1 I
I I 1
I 1 1 I I
I I ! I 1
t t t
i I I t
I I 1 1
I I 1
i•r �• t.
RECORD DRAW12mi"W3
1 I /
■
rvr- t' T�*RVU��3
- 4;"L
I
_----------------------------------
+
________r________-___
J
J
J
J
J
J
J
J
J
36.00'
i
�2
17
M
M
f
^
f
f
J
! k I
I I
a
m
.r
10
6
b
ti
m
d
b
6
b
a
m
ti
LLl
-4-
1
I
c
.off i i
TOP OF FOOTING PROFILE
j
f
µ.
m
O
Z
I 1
Q
\
\
m
\
m
\
m
m
m
m
m
m
3
am
n
J
m
Q
�J w
J
J
J
J
J
J
J
w J J W
W
W
m a
a
a
a
a
a
a
a
a}
m o Q
v
v
v
v
v
v
v
Q o a Q
~
O
W m=LL
h
YM
N
N
anD
rm
h
Q N
INM1
m m
0
N}
b
O
LL LL
r
N N
+
M
V
O
+
b
N
+
N
r
+
o f
CD
Ld
77
78
79
80
81
82
83
84
IIII
IIII
6
6 .
MASONRY WALL
I II
LUT
C
R/w40
j�
0.20%
720A9
0.20%
h
550 SIGHT UNE
—
^00
EAST PANAMA
LANE
GO
_ _
12+ 9.OB
17+74.35
18+69.35
13+00
14+,00
15+00
16+00
17+00
18+00
iiI—
-�}-1
S89'31'28"E
O.OmG I J I , 1 I
TOP OF FOOTING PROFILE/
I
I
jN --- GUTTER P1{OFlIi
I I i I
I I I I I
1 i i I i
1 I I 1
I 1 I I
I I I i
I i
1 I I i I
1 I I i
1 1 I I
1 I 1 I 1
1 I 1 1
I I 1 1
f 1 i I 1
I I f I 1
1 I ! I I
I 1 I
I I 1
I 1 1 I I
I I ! I 1
t t t
i I I t
I I 1 1
I I 1
i•r �• t.
RECORD DRAW12mi"W3
1 I /
■
rvr- t' T�*RVU��3
- 4;"L
I
_----------------------------------
+
________r________-___
TRACT NO. 6865 PHASES 2 & 3
SCALES
HORIZ: 1`50'
VERT: 1"= 2'
18 11
370 _I
=---
I I
368
n
i
i STREET SIDE GLADE
36.00'
i
21.15
J --
1-J- --
t---- i I
- Y - -'- f
I 1 NORTH GUTTER PROFILE
! k I
I I
I i
I
PROPOSED PAD
-r-
-4-
1
I
c
.off i i
TOP OF FOOTING PROFILE
j
f
i
TRACT NO. 6865 PHASES 2 & 3
SCALES
HORIZ: 1`50'
VERT: 1"= 2'
18 11
370 _I
WALL PLANS & PROFILES
DRAWN BY : JKD DATE : 3-15-16 W
HEET 2
CIVIOF 2
DELMARTER & ASSOC. SPARKS STREETENGINEER
DELMARTER & ASSOC.
BY: /L EAST PANAMA LANE 2818 wss w mw mE v 8A8Qma_D. CA& 1
P W ]2)-1488 F" 327-1152
JAMES K. DELMARTER - D PLFNNI
R.ay.: 17564 - av>:uN SURVEYOR
DATE:
CrTY RECORS NO. N JOB N0.140916
=---
I I
368
I
_
36.00'
i
21.15
I 1
i2
v
I i
366
-r-
D
I
I
c
I 1
m
O
Z
I 1
—V_
4J
"
fQ
I I
--1- - ------
----364 -
S
�'
3
n
J
m
m
I I W
+
+
I a
362
— -----
-------- -
I
J
1
I
----360- -
WALL PLANS & PROFILES
DRAWN BY : JKD DATE : 3-15-16 W
HEET 2
CIVIOF 2
DELMARTER & ASSOC. SPARKS STREETENGINEER
DELMARTER & ASSOC.
BY: /L EAST PANAMA LANE 2818 wss w mw mE v 8A8Qma_D. CA& 1
P W ]2)-1488 F" 327-1152
JAMES K. DELMARTER - D PLFNNI
R.ay.: 17564 - av>:uN SURVEYOR
DATE:
CrTY RECORS NO. N JOB N0.140916