HomeMy WebLinkAbout1.4-6825 Record Drawing Old River OnlyGENERAL STRUCTURAL NOTES
GENERAL
A. All work shall be performed in accordance with
applicable sections of the California Building Code
Current Edition
FOUNDATIONS
A. For allowable soil bearing values refer to the Krazan &
Associates Soils Report KA No. 022-13108, Dated 9-06-13.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 60.
2. Cement: Portland Cement, Type II, ASTM C-150.
3. Aggregate: ASTM C-33.
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Well Grouting:
1. Class "B" Concrete, 2500 PSI ® 28 Days.
2. 5.0 Sacks of Cement (min) per Cubic Yard.
3. 1 1/2" Aggregate (max).
4. 4" Slump (max).
C. Admixtures: Only as approved by the Engineer.
MASONRY
A. Materials:
1. Concrete Block Masonry Units: ASTM C-90
2. Reinforcing Materials: ASTM A615, Grade 40
deformed.
3. Admixtures: Only as approved by the Engineer.
B. Mortar:
1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI
® 28 days.
C. Grout:
1. Strength: 1500 PSI 0 7 days and 2500 PSI ® 28
days.
2. Concrete block masonry units shall be dry and
clean before grouting operation.
3. "Wet -setting" of the first course of block will be allowed.
NOTES
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 CONST. INSPECTION DEPARTMENT 326-3049
PARKS DEPARTMENT 326-3117
GENERAL NOTES
1. BLOCK TYPE: MORTARED CONCRETE BLOCK
SIZE WALL: 6"x 8"x 16"
COLOR: STANDARD GREY
PATTERN: RUNNING BOND
CAP: AS SHOWN
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
HIGHEST SIDE OF WALL.
4. WALL IS TO BE CAPPED AS NOTED ON PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
THE AREA ALONG THE WALL LINE.
6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
CHARGED OUT ON AN HOURLY BASIS.
S. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF
12 INCHES BELOW BOTTOM OF FOOTING.
9. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH
A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL.
10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER
THAN 8 FOOT CHORDS.
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
1/2" t1 /8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
SHALL BE DONE WITH SAWCUTS.
12. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
13. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
TION AHEAD OF THE CONSTRUCTION.
14. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
IS USED.
15. 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 SECTION 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 THE PUBLIC WORKS DIRECTOR DOES
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH
SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
18. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
DIG AkLERT
ODCall: TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
O O LI
RETENTION BASIN
1
CITY OF
KERN COUNTY
BAK��'ERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
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PROPOSED BLOCKWALL
BERKSHIRE ROAD
a DENOTES SHEET NUMBER FOR WALL
0
VICINITY MAP
N.T.S.
KEY MAP
SCALE: 1"=100'
LIST OF MATERIALS
BLOCK WALL LF 2,419'
® SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. BERKSHIRE ROAD
3. OLD RIVER ROAD
BASIS OF BEARINGS:
THE BEARING OF N. 89'06'48" W. SHOWN FOR THE
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK.
6, PG. 26 IN THE OFFICE OF THE KERN COUNTY
SURVEYOR WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD
ELEVATION = 346.42' (USGS DATUM)
LEGAL DESCRIPTION:
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, M.D.M., CITY OF BAKERSF'ELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE SALES MAP OF LANDS OF THE
KERN COUNTY LAND COMPANY FILED
JANUARY 22, 1892.
LEGEND:
ABBREVIATIONS
FL FLOWUNE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
BC BEGIN CURVE
W1 WALL SECTION
PROPOSED WALL
SECTION LETTER
SECTION UNE
SHEET SECTION IS LOCATED
SECTION LETTER
A SECTION
2 DESCRIPTION
ET SECTION IS CALLED OUT
ti5 CONT. IN BOND
BEAM -
2" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6"x 8"x 16" CONCRETE BLOCK -
#5 CONT. IN BOND BEAM -
(AT MID HEIGHT)
STREET SIDE
2R
LANDSCAPE GRADE -4 1
VARIES (6' MIN)
s M
N
f
3"x 3"x 3" CONCRETE BLOCK
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARE:D 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 BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR \VIOLATIONS OF
THOS DINANCES, STANDARDS AND ESIGN CRI-ERIA SHALL BE
CO ECTE DURING
7ONSTRUCTION.
� I
i
APP
1) BY: ROGER A. McINTOSH R.C.E. 33322
EXP. 6-30-16
NA,
_A+ILCal11 A f� CII BER,
APPROVED BY: ,���,� . �; PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 1-2-3-;--,14-
►JTc��Lws
DATE
DATE
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
l / 2 7 / / .<*'
REVIEWED BY: TRAFFIC ENGINEER DATE
I
LOT SI I_ E -�
N
WHITE N
LOT SIC,17
w
0
M
Q
a
f4 'L" BAR AT 24" O.C.
(4
W X
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(CENTERED IN IYALL)
3
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(CENTERED IN WALL)
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(24" MIN. LAP rFUCE)
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SEALANT TC BE APPLIED
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BY WALL CONTRACTOR
L
/5 "L" BAR AT 16" 0/C
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EXTEND 30" ABOVE FOOTING)
-
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i 3 EA. 14 BAR CONTINUOUS
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BY WALL CON TRACTOR
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VICINITY MAP
N.T.S.
KEY MAP
SCALE: 1"=100'
LIST OF MATERIALS
BLOCK WALL LF 2,419'
® SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. BERKSHIRE ROAD
3. OLD RIVER ROAD
BASIS OF BEARINGS:
THE BEARING OF N. 89'06'48" W. SHOWN FOR THE
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK.
6, PG. 26 IN THE OFFICE OF THE KERN COUNTY
SURVEYOR WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD
ELEVATION = 346.42' (USGS DATUM)
LEGAL DESCRIPTION:
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, M.D.M., CITY OF BAKERSF'ELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE SALES MAP OF LANDS OF THE
KERN COUNTY LAND COMPANY FILED
JANUARY 22, 1892.
LEGEND:
ABBREVIATIONS
FL FLOWUNE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
BC BEGIN CURVE
W1 WALL SECTION
PROPOSED WALL
SECTION LETTER
SECTION UNE
SHEET SECTION IS LOCATED
SECTION LETTER
A SECTION
2 DESCRIPTION
ET SECTION IS CALLED OUT
ti5 CONT. IN BOND
BEAM -
2" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6"x 8"x 16" CONCRETE BLOCK -
#5 CONT. IN BOND BEAM -
(AT MID HEIGHT)
STREET SIDE
2R
LANDSCAPE GRADE -4 1
VARIES (6' MIN)
s M
N
f
3"x 3"x 3" CONCRETE BLOCK
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARE:D 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 BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR \VIOLATIONS OF
THOS DINANCES, STANDARDS AND ESIGN CRI-ERIA SHALL BE
CO ECTE DURING
7ONSTRUCTION.
� I
i
APP
1) BY: ROGER A. McINTOSH R.C.E. 33322
EXP. 6-30-16
NA,
_A+ILCal11 A f� CII BER,
APPROVED BY: ,���,� . �; PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 1-2-3-;--,14-
►JTc��Lws
DATE
DATE
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
l / 2 7 / / .<*'
REVIEWED BY: TRAFFIC ENGINEER DATE
I
LOT SI I_ E -�
N
0
LOT SIC,17
w
0
M
Q
a
f4 'L" BAR AT 24" O.C.
(4
W X
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N
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(CENTERED IN IYALL)
3
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NI_ATLY GROUT CAVITY
is
N 1
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W^
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3
J
3
(24" MIN. LAP rFUCE)
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SEALANT TC BE APPLIED
3 °'
O
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BY WALL CONTRACTOR
L
/5 "L" BAR AT 16" 0/C
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-CENTERED IN BLOCK)
11"
M
W
EXTEND 30" ABOVE FOOTING)
-
#4 BAR 018" O.C.
0
i 3 EA. 14 BAR CONTINUOUS
CHAIRS SHALL BE USED TO 32"
PLACE FOOTING RE -BAR
WALL SECTION 1
N.T.S.
t5 CONT. IN BOND BEAM
i 2- FROM TOP OF WALL)
6"x 8"x 16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIES -
#5 CONT. IN BOND BEAM -
(AT MID HEIGHT)
�- STREET SIDE
8"x 8"x 16' CONCRETE BLOCK -
2%
LANDSCAPE GRADE 15'
VARIES (6" MIN)
04
M�
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
J #4 BAR A 18" O.C.
3 EA. #4 BAR CONTINUOUS
WALL SECTION 3
N.T.S.
5 CONT. IN BOND BEAM
2- FROM TOP OF WALL)
6"x 8"x 16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIES -
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
STREET SIDE
8"x 8"x 16" CONCRETE BLOCK -
2%
LANDSCAPE GRADE- 15"
VARIES (6" MIN) rn
3"x 3'x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
5 CONT. IN BOND BEAM -
12' FROM TOP OF WALL)
6"x 8"x 16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIES -
#5 CONT. IN BOND BEIM -
(AT MID HEIGHT)
to
N
0
LOT SIC,17
Q
a
a
-OT SIDE
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NI_ATLY GROUT CAVITY
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WALL SECTION 3
N.T.S.
5 CONT. IN BOND BEAM
2- FROM TOP OF WALL)
6"x 8"x 16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIES -
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
STREET SIDE
8"x 8"x 16" CONCRETE BLOCK -
2%
LANDSCAPE GRADE- 15"
VARIES (6" MIN) rn
3"x 3'x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
5 CONT. IN BOND BEAM -
12' FROM TOP OF WALL)
6"x 8"x 16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIES -
#5 CONT. IN BOND BEIM -
(AT MID HEIGHT)
LOT SIDE --� 0 5 n EER
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NEATLY GROUT CAVITY � 8 ' ry
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STREET SIDE �� 15 "L" 3AR AT 16" 0/C
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2% S:4LANT TO BE APPLIED M
LANDSCAPE GRADE_ 15" 13• BY WALL CONTRACTOR - -
VARIES (6" MIN) _ -
"'+ _ #4 BAR A 18" O.C.
3 E.A. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO 36"
PLACE FOOTING RE -BAR
WALL SECTION 2
N.T.S.
015 CONT. IN BOND BEAM
12" FROM TOP OF WALL)
6"x 8"x 16" CONCRETE BLOCK
GROUT SOLID ALL CAVITIES -
15 CONT. IN BOND BEAM -
(AT MID HEIGHT)
#4 "VERT" BAR AT 32" O.C.
(CEN'ERED IN WALL)
to
N
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(24" MIN. LAP SPLICE)
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SECTION 2SECTION 2 (SEE SHEET 1)
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(SEE SHEET 1) SECTION 6 (SEE SHEET 1)
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