HomeMy WebLinkAbout1.4-6865 Ph 2 & 3STANDARD NOTES
1
W A\ r n I- T r F c D A\
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-I/2" MAX. C -1 T- Y 0 -F -BA-K-E-RS-L I L -E -"-D
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 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 LOCA11ON OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
13. 24 HOUR N0110E 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 27o. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
BLOCK
WALL -
PHASE 2
332
LF
BLOCK
WALL -
PHASE 3
831
LF
BLOCK
WALL -
TOTAL
1163
LF
SHEET
1. TITLE
2. SPARKS STREET
EAST PANAMA LANE
rdO ZILeq
BLOCK TYPE - 6" SPLIT FACE
COLOR -'GREY
CAP TYPE - MANUFACTURED
PILASTER - 8" BLOCKS W/RIVER ROCK
PAD SIDE 2"x6"x16" GREY STREET SIDE
MANUFACTURED CAP
#4 CONTINUOUS I
STEEL ON WALL
#5 ® 24' -
GROUT ALL CELLS ---�•��
TO TOP OF WALL
#4 CONTINUOUS
® 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
RIVER ROCK PILASTER
& 8"x8"x16" BLOCK
® 60'f CENTERS
•' ELEV r -STREET
r '
GRADING rLAN SEE PLANS•
�...EQUALAL
CONT.••r
F BENT BARS
.�.�.,
VERT.CLTL-
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" SIZE & SPACING
6'-10" WALL ZONE A
TYPICAL SECTION
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2"x6"x16"
MANUFACTURED
GREY STREET SIDE
CAP
GREY STREET SIDE
CAP
#4 CONTINUOUS
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& 8"x8"x16" BLOCK
RIVER ROCK PILASTER
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I
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® 60't CENTERS
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VERT. STEEL ON WALL
TO TOP OF WALL
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#5 0 16"
#5 ® 16"
0 MID BLOCK
6 z
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6"x8"x16" BLOCKS
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# 5 DOWEL - SPACING
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TO TOP OF WALL
TO MATCH VERTICAL
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VERTICAL REINFORCING
•
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25" MINIMUM. ALTERNATE
0 MID BLOCK
0 MID BLOCK
BENDS IN FOOTING AS
6
6" z
SHOWN
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z
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3" CLR I --
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WALL ZONE
( `�
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REINFORCING. LAP
REINFORCING. LAP
VERTICAL REINFORCING
VERTICAL REINFORCING
I
I
25" MINIMUM. ALTERNATE
25" MINIMUM. ALTERNATE
Z
BENDS IN FOOTING AS
BENDS IN FOOTING AS
I
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SHOWN
1
#4 CONTINUOUS
Nip
PAD ELEV PER
I
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GRADING PLAN
SEE PLANS
' I EQUAL
I
rEQUAL
1
# 4 CONT. ON TOP
OF BENT BARS00
,yak
"
3 CLR I ---
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" SIZE & SPACING
7'-2" & 7'-6 WALL ZONE A
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS
2"x6"x16" GREY STREET SIDE
2"x6"x16"
MANUFACTURED
MANUFACTURED
GREY STREET SIDE
CAP
#4 CONTINUOUS
1
I
7.50' SPARKS 6.125'
& 8"x8"x16" BLOCK
RIVER ROCK PILASTER
.,.
I
& 8"x8"x16" BLOCK
RIVER ROCK PILASTER
I
® 60't CENTERS
VERT. STEEL ON WALL
1
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& 8"x8"x16" BLOCK
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6" _
® 60't CENTERS
VERT. STEEL ON WALL
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#5 0 16"
0
0 MID BLOCK
6 z
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6"x8"x16" BLOCKS
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0
I
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# 5 DOWEL - SPACING
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VERTICAL REINFORCING
VERTICAL REINFORCING
s
i0
25" MINIMUM. ALTERNATE
0 MID BLOCK
BENDS IN FOOTING AS
BENDS IN FOOTING AS
6
SHOWN
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z
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z
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STREET SIDE
PPLANS
GRADING PLAN
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( `�
TYPICAL SECTION
REINFORCING. LAP
VERTICAL REINFORCING
I
25" MINIMUM. ALTERNATE
Z
BENDS IN FOOTING AS
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1
PAD SIDE
2"x6"x16" GREY STREET SIDE
GREY STREET SIDE
CAP
RIVER ROCK PILASTER
MANUFACTURED
CAP
#4 CONTINUOUS
1
EQUAL AL
7.50' SPARKS 6.125'
& 8"x8"x16" BLOCK
RIVER ROCK PILASTER
.,.
I
& 8"x8"x16" BLOCK
I
I
® 60't CENTERS
VERT. STEEL ON WALL
1
I �
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0
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( io
REINFORCING. LAP
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VERTICAL REINFORCING
I
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25" MINIMUM. ALTERNATE
BENDS IN FOOTING AS
BENDS IN FOOTING AS
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SHOWN
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#4 CONTINUOUS
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PAD ELEV PER-STREETPADSIDE
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I0
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PPLANS
GRADING PLAN
SEE PLANS
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EQUAL
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# 4 CONT. ON TOP
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TYPICAL SECTION
PAD SIDE 2"x6"xi 6" GREY STREET SIDE
MANUFACTURED CAP
#4 CONTINUOUS 1
VERT. STEEL ON WALL
#5 ® 24" -
GROUT ALL CELLS --�`
TO TOP OF WALL
#4 CONTINUOUS
® MID BLOCK
GREY SPLIT FACE
6"x8"x16" BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
REINFORCING. LAP
VERTICAL REINFORCING
25" MINIMUM. ALTERNATE
BENDS IN FOOLING AS
SHOWN
U
RIVER ROCK PILASTER
& 8"x8"x16" BLOCK
® 60't CENTERS
3" CLR MATCH VERT. S EL
" SIZE & SPACING
7'-2" & 7'-6 WALL ZONE B
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 ® 16" -
GROUT ALL CELLS -�
TO TOP OF WALL
#4 CONTINUOUS
® MID BLOCK
GREY SPLIT FACE
6"x8"x16" BLOCKS
# 5 DOWEL - SPACING
TO MATCH VERTICAL
REINFORCING. LAP
VERTICAL REINFORCING
25" MINIMUM. ALTERNATE
BENDS IN FOOLING AS
SHOWN
-- 2"x6"xi
MANUFACTURED
6"
GREY STREET SIDE
CAP
RIVER ROCK PILASTER
I
•.•
SEE PLANS
SEE PLANS
EQUAL
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7.50' SPARKS 6.125'
& 8"x8"x16" BLOCK
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-STREET SIDE
PAD
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•.•
SEE PLANS
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9CONT. ON ••
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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".
3" CLR MATCH VERT. SEL
' SIZE & SPACING
PAD ELEV PER 7'-10", 8'-2" & 8'-6" WALL ZONE B
TYPICAL SECTION
N CAULKING SEALANT
-CONT. EA. SIDE
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-A-- C
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 ® 24" -
GROUT ALL CELLS
TO TOP OF WALL
#4 CONTINUOUS
® 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
- 2"x6"x16" GREY STREET SIDE
MANUFACTURED CAP
I
RIVER ROCK PILASTER
I & 8"x8"x16" BLOCK
60'f CENTERS
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GRADING PLAN A SEE PLANS
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3 CLR-
3" CLR MATCH VERT. STLEL
" SIZE & SPACING
7'-2" & 7'-6 WALL ZONE C
TYPICAL SECTION
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#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 ® 24" -
GROUT ALL CELLS --��
TO TOP OF WALL
#4 CONTINUOUS
® 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
�-- 2"x6"x16"
MANUFACTURED
2"x6"x16" GREY
PAD SIDE
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#4 CONTINUOUS
I
ON SPARKS 11' ON PANAMA
I
7.50' SPARKS 6.125'
RIVER ROCK PILASTER
9.50' PANAMA
& 8"x8"x16" BLOCK
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VERT. STEEL ON WALL
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0
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#4 CONTINUOUSI
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TYP CROSS SECTION
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GREY SPLIT FACE
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6"x8"x16" BLOCKS
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I
REINFORCING. LAP
VERTICAL REINFORCING
1
25" MINIMUM. ALTERNATE
BENDS IN FOOTING AS
SHOWN
#4 CONTINUOUS
PAD ELEV PER-STREETPADSIDE
I
GRADING PLAN
SEE PLANS
" EQUAL
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# 4 CONT. ON TOP
(iF
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29, 4Z.j-
BENT BARS
.
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MATCH VERT. S EL \
"
SIZE & SPACING
6'-10"
WALL ZONE
C
TYPICAL SECTION
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#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 ® 24" -
GROUT ALL CELLS
TO TOP OF WALL
#4 CONTINUOUS
® 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
- 2"x6"x16" GREY STREET SIDE
MANUFACTURED CAP
I
RIVER ROCK PILASTER
I & 8"x8"x16" BLOCK
60'f CENTERS
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# 4 CONT. ON TOP
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3 CLR-
3" CLR MATCH VERT. STLEL
" SIZE & SPACING
7'-2" & 7'-6 WALL ZONE C
TYPICAL SECTION
PAD SIDE
#4 CONTINUOUS -
VERT. STEEL ON WALL
#5 ® 24" -
GROUT ALL CELLS --��
TO TOP OF WALL
#4 CONTINUOUS
® 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
�-- 2"x6"x16"
MANUFACTURED
GREY STREET SIDE
CAP
RIVER ROCK PILASTER
I
WALL & LANDSCAPE LOT 6' -7- PANAMA
ON SPARKS 11' ON PANAMA
I
7.50' SPARKS 6.125'
& 8"x8"x16" BLOCK
9.50' PANAMA
® 60'f CENTERS
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34' SPARKS
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48'-59' PANAMA
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SEEPPALANS 24-1'
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EAST PACHECO ROAD
W
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EAST FAIRVIEW ROAD
:T 6865-2&3 04
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EAST PANAMA LANE
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KEY MAP
APPRUVED DI
NOTE
"L
MAXIMUM FILL OVER TOP FOOTING
ON STREET SIDE = 2.3' ON PANAMA PUBLIC WORKS DIRECTOR: NMOLAS RDLER R.C.E. 61069 DATE
MAXIMUM FILL OVER TOP FOOTING
ON PAD SIDE = 1.2' ON SPARKS
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR
REVIEWED BY TRAFFIC ENGINEER -�--..- �-/ �3� 12
ENU"INEER'S STATEMENT
PAD ELEV PER I STREET SIDE-
GRADING
IDEGRADING PLAN AD
SEEPLANS
EQUAL EQUAL
94 CONT. ON
F BENT BARS 29 Mq 1.875'-
3" CLR (--
3" CLR MATCH VERT. ST :EL
" SIZE & SPACING
7'-10", 8'-2" & 8'-6" WALL ZONE C
TYPICAL SECTION PAD ELEV PER
GRADING PLAN
SEE PLANS
S T R E E T S I D E RIVER ROCK
;EE WALL SECTION FOR
;EBAR PLACEMENT
VERTICAL BAR -:-/ \- STOP HORIZ. BARS
EA. SIDE OF JOINT EA. SIDE OF JOINT
JOINT DETAIL
NTS
L 0 T S I D E
PILASTER DETAIL
NTS
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.
QROEESSI co
�5 K. �� Fye
,�. F ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
uj No. 17564 � DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
* * S CH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
CAI. ®.,.
JA ES K. DELMARTER R.C.E. 17564 DATE
-E)ENCH ARS USED
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S.
BENBENCH11ARK SET
NE CORNER CONCRETE ENCASEMENT Q INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
1.4-6865 Ph 2 & 3
11' SPARKS
,
WALL & LANDSCAPE LOT 6' -7- PANAMA
ON SPARKS 11' ON PANAMA
7.50' SPARKS 6.125'
9.50' PANAMA
6"
VARIES TO
34' SPARKS
48'-59' PANAMA
Z
t° STREET SIDE
SEEPPALANS 24-1'
t
MATCH EDGE
OF FOOTING
TYP CROSS SECTION
NTS
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S.
BENBENCH11ARK SET
NE CORNER CONCRETE ENCASEMENT Q INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
1.4-6865 Ph 2 & 3