HomeMy WebLinkAbout1.4-6865 PH 1 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 ... 30 BAR DIA.,
CONCRETE BLOCK ... 40 BAR DIA.
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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.
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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.
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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.
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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 OMER OR ENGINEER.
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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.
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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.
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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.
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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.
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16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ALL WORK PERFORMED W(((ITHIN 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 SIDE;
#4 CONTINUOUS
VERT. STEEL ON WALL
CA — SEE TABLE —
GROUT ALL CELLS —�
TO TOP OF WALL
#4 CONTINUOUS
0 MID BLOCK
GREY SPLIT FACE —�
6"x8"x16" BLOCKS
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# 5 DOWEL — SPACING
TO MATCH VERTICAL
REINFORCING. LAP i
VERTICAL REINFORCING
25" MINIMUM. ALTERNATE
BENDS IN FOOTING AS
SHOWN
#4 CONTINUOUS
PAD ELEV PER
GRADING PLAN
' EQUAL
# 4 CONT. ON TOP j
bF BENT BARS
i
3" CLR E--
2"x6"x16" GREY
MANUFACTURED CAP
AL
STREET SIDE
RIVER ROCK PILASTER
& 8"x8"x16" BLOCK
® 60't CENTERS
WALL CONSTRUCTION PLANS
TRACT NO. 6865 PHASE 1
CITY OF BAKERSFIELD
KERN COUNTY -CALIFORNIA
ESTIMATED QUANTITIES
BLOCK WALL — PHASE 1 1416 LF
WALL HEIGHT
VERTICAL REINFORCING
FOOTING WIDTH
W
FOOTING DEPTH D
25
ZONE A ZONE B ZONE C
ZONE A
ZONE B
ZONE C
ZONE A
ZONE B ZONE C
6'-10
# 5 ® 24" O/C 1 #5 ® 32" O/C #5 ® 32" O/C
38"
32"
28
8"
8" 8
n
7'-6
. » n
5 ®16' O C 5 ®24 O C 5@ 24 O C
»
40
n
34
32"
n
8
»
8 8»
8'-10
# 5 @ 16" O/C 1 #5 ® 24" 0 -Ir 5 ® 24" 0 IC
44
36"
34
12'
12 12"
3" CLR MATCH VERT. STEEL
W SIZE & SPACING 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.
MASONRY WALL DIFFERENCE IN FINISH GRADE HEIGHT ON EITHER SIDE
TYPICAL SECTION OF WALL SHALL NOT EXCEED 25".
0
ffiYARR 4 A4S9G
H
O
EAST PACHECO ROAD
W
EAST FAIRVIEW ROAD
x
/7A
a
TRACT 6865-1
EAST PANAMA LAME
VICINITY MAP
N.T.S.
SHEET INDEX
SHEET
1. TITLE
2. SPARKS STREET
3. EAST PANAMA LAN E
O 14
18 17 16 15
N13
SALAZAR AVENUE
WALL SPECIFICATIONS
BLOCK TYPE - 6" SPLIT FACE QROFES`,
COLOR - GREY�1 DEc,
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W/RIVER ROCK " 17564
�Ii
OF ro-,
3 VARIES TO oa_
11' SPARKS ~
WALL & LANDSCAPE 6' — 7' PANAMA \ CAULKING SEALANT
CONT. EA. SIDE
LOT —SEE TRACT MAP BACKUP ROD (lYP)
7.50' SPARKS 6.125'
9.50' PANAMA
6" VARIES TO
I I VERTICAL BAR STOP HORIZ. BARS
EA. SIDE OF JOINT EA. SIDE OF JOINT
PAD ELEV PER "' STREET SIDE
GRADING PLAN GRADE
SEE PLANS SEE PLANS 1
4,• �
29, MqX 2%
MJN.:.
TYP CROSS SECTION
NTS
JOINT DETAIL
NTS
STREET SIDE RIVER ROCK
n n
KEY MAP
20
19
22
23
24
25
26
27
w
29
30
w
32
45
44
43
42
41
46
0
0
37
Q
35
34
33
Q
Q
O
47
O
E-
E-
74
O
U
WALL SPECIFICATIONS
BLOCK TYPE - 6" SPLIT FACE QROFES`,
COLOR - GREY�1 DEc,
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W/RIVER ROCK " 17564
�Ii
OF ro-,
3 VARIES TO oa_
11' SPARKS ~
WALL & LANDSCAPE 6' — 7' PANAMA \ CAULKING SEALANT
CONT. EA. SIDE
LOT —SEE TRACT MAP BACKUP ROD (lYP)
7.50' SPARKS 6.125'
9.50' PANAMA
6" VARIES TO
I I VERTICAL BAR STOP HORIZ. BARS
EA. SIDE OF JOINT EA. SIDE OF JOINT
PAD ELEV PER "' STREET SIDE
GRADING PLAN GRADE
SEE PLANS SEE PLANS 1
4,• �
29, MqX 2%
MJN.:.
TYP CROSS SECTION
NTS
JOINT DETAIL
NTS
STREET SIDE RIVER ROCK
n n
KEY MAP
20
21
22
23
24
25
26
27
28
29
30
31
32
45
44
43
42
41
40
39
38
37
36
35
34
33
CORREGIDORA AVENUE
48
49
50
51
52
53
54
55
56
57
58
5<.
73
72
71
70
69
68
67
1
66
65
64
63
6:
CANDIA AVENUE
w
w
1 2 3 4 5 6 7 8
a
Li
> EAST PANAMA LANE
APPROVED BY
uj
SAMAN STREET
w
� tt
cn
10
Q
f -
w
Y
a
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1" = 200'
rUbLtU WUKKJ UIKLU I UK: NIUULAS HULLK K.U.L. bl Uby UAIIV /L
'Z)J-
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR 71/4
REVIEWED BY TRAFFIC ENGINEER 2-12,4111.
--a
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.
V. 8b
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
2-
J MES K. DELMARTER R.C.E. 17564 DATE
BENCH MARK USED
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
aft
KECORD DRAWING EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S. 2 E"
BENCH MARK SET
�'
�
#i�
R
SEE WALL SECTION FOR
EBAR PLACEMENT
00
L 0 T S I D E
PILASTER DETAIL
NTS
NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
L 0 T S I D E
PILASTER DETAIL
NTS
NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
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TRACT NO. 8885 PHASE 1
WALL PLANS & PROFILES
RECOn"'D
DRAWN BY JKD DATE 11-20-15 OF 3
CIVILANITATIO#�=
SHEET 2
QF E S$ / FiYORAUIICS
sTizuc�vRn�-
�s� ENGINEERS
DELMARTER & ASSOC. SPARKS STREET DELMARTER-& ASSOC.
LAJ SK
Na 17564 a
BY: 2019 WESTYWND DRIVE STE 'C' BAKERMELD, CA. 93301
L)llc
`� PHONE 327-1486 FAX 327-1452
JAMES K. DELMARTER
=- -- -- -
�l9 CIVIL �`� R.C. .: 7564 c� - �A"-° Pu—""—��� SURVEYORS
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K� No. 17564 m a DELMARTER SC ASSOC.
{ `41 g '� �i� BY: 2019 WESTWIHONEND 32 1486 FAX 327-1452SFlELD CA. 93301
} * * JAMES K. D LMARTER
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OF c�DE(�9 �� ELMARTER & ASSOC. EAST PANAMA LANE ENGINEERS _iti __
K� No. 17564 m a DELMARTER SC ASSOC.
{ `41 g '� �i� BY: 2019 WESTWIHONEND 32 1486 FAX 327-1452SFlELD CA. 93301
} * * JAMES K. D LMARTER
J' q =:LAND PLANNING:
r9 CIV1v �` R.C. 7564 =_ SURVEYORS
lF OF CA'01 DATE O�lt� P_RNOPERTY LINE
14
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"n"'RAWINGsaLs_= SHEET 3
DRAWN BY JKD DATE 11-20-15 ANITA71'OPt==_
V
O QRpF ESS/ p4,91 CIVIL siRucni A == OF 3
OF c�DE(�9 �� ELMARTER & ASSOC. EAST PANAMA LANE ENGINEERS _iti __
K� No. 17564 m a DELMARTER SC ASSOC.
{ `41 g '� �i� BY: 2019 WESTWIHONEND 32 1486 FAX 327-1452SFlELD CA. 93301
} * * JAMES K. D LMARTER
J' q =:LAND PLANNING:
r9 CIV1v �` R.C. 7564 =_ SURVEYORS
lF OF CA'01 DATE O�lt� P_RNOPERTY LINE
14
(O Lel SO ` l i -su RAFT M
-azA1 nNG: JOB NO.14091 B