HomeMy WebLinkAbout1.4-6536 Ph 2 Panama LnGENERAL 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 Krazon &
Associates Soils Report KA No. 022-13169, Dated 1-29-14.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 60.
2. Cement: Portland Cement, Type 11, 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. 11/2" /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 60
deformed.
3. Admixtures: Only as approved by the Engineer.
B. Mortar:
1. Strength: Type S. 1200 PSI ® 7 days and 1800 PSI
® 28 days.
C. Grout:
1. Strength: 1500 PSI ® 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
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. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
THE AREA ALONG THE WALL LINE.
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
6. 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.
7. 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.
8. 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.
9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
10. 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- :1:11/8-. 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.
11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
12. 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.
13. 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.
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 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.
15. 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.
16. 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
ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
17. 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.
18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY
THE CITY OF BAKERSFIELD
VICINITY MAP
N.T.S.
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
C11ON LETTER
- - - - - A SECTION LINE
1
EET SECTION IS LOCATED
R
CONT. IN BOND BEAM --
112' FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6'x 8'x 16' CONCRETE BLOCK -
/�- STREET SIDE v
15 CONT. IN BOND BEAM -
(AT MID HEIGHT)
2% MIN.
4.11 MAX
LANDSCAPE GRADE-
VARIES
RADE VARIES (6" MIN)
8
0 M11
C',1.E ..:..
3"x 3'x Y CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
CITY OF
KERN COUNTY
BAKERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 6536
PHASE 2
PANAMA LANE
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1 2
8 7 8 1 3 FT3
PANAMA LA
M. UNE of M.E. 1/4
AT_V&.R.27E..
2
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1 I SE 2
241 23 1 22 21 20 19 1s 17
1
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LOT 'A`
LOT UNE ADJUSTMENT NO. 15-0527
DOCUMENT NO. 000216031870, O.R.
49
40 I 41 I 42 I 43 1 44 1 45 ( 49 1 47
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LOT SIDE -�
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VICINITY MAP
N.T.S.
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
C11ON LETTER
- - - - - A SECTION LINE
1
EET SECTION IS LOCATED
R
CONT. IN BOND BEAM --
112' FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6'x 8'x 16' CONCRETE BLOCK -
/�- STREET SIDE v
15 CONT. IN BOND BEAM -
(AT MID HEIGHT)
2% MIN.
4.11 MAX
LANDSCAPE GRADE-
VARIES
RADE VARIES (6" MIN)
8
0 M11
C',1.E ..:..
3"x 3'x Y CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
CITY OF
KERN COUNTY
BAKERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 6536
PHASE 2
PANAMA LANE
------ elaacwul
1 2
8 7 8 1 3 FT3
PANAMA LA
M. UNE of M.E. 1/4
AT_V&.R.27E..
2
� 9 10 H 124 13 14 15 19
1 I SE 2
241 23 1 22 21 20 19 1s 17
1
1
!a�oo aoa
LOT 'A`
LOT UNE ADJUSTMENT NO. 15-0527
DOCUMENT NO. 000216031870, O.R.
49
40 I 41 I 42 I 43 1 44 1 45 ( 49 1 47
51152153154155156 15' �o
LOT SIDE -�
N
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BY WALL CONTRACTOR
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WALL SECTION 1
TPACT SIM
KEY MAP
SCALE: 1"=200'
[DENOTES SHEET NUMBER FOR WALL
ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED
BY CITY OF BAKERSFIELD.
SHEET TITLE
1. COVER SHEET
2. PANAMA LANE
#5 CONT. W BOND BEAM -
(12' FROM TOP OF WALL)
6% 8"x 16" CONCRETE BLOCK-
-STREET SIDE V
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(AT MID HEIGHT)
GROUT SOLD ALL CAVITIES --
2% MIN.
4.1 MAN
LANDSCAPE GRADE 18•
VARIES (6' MIN)
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3'x 3'x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO
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WALL SECTION 2
N.T.S. ti N.T.S.
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 BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION.
APPROVED BY:\'�R A. McINTOSH R.C.E. 33322
EXP. 6-30-18
APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 12-31-16
�b
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR
/a - l8-14
DATE
123
DATE
DATE
o
REVIEWED BY: TRAFFIC ENGINEER DATE
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
INTERSECTIONOF OLD RIVER ROAD AND BERKSHIRE ROAD.
ELEVATION = 346.42' (USGS DATUM)
LEGAL DESCRIPTION:
BEING A SUBDIVISION OF LOT "B" OF LOT LINE
ADJUSTMENT NO. 15-0527 PER CERTIFICATE OF
COMPLIANCE RECORDED MARCH 15, 2016 AS DOCUMENT
NO. 000216031870, OFFICIAL RECORDS, IN THE OFFICE
OF THE KERN COUNTY RECORDER; ALSO BEING A
PORTION OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE
27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA.
OWNER & SUBDIVIDER:
OLD RIVER & PANAMA, LLC
4927 CALLOWAY DR. STE 101
BAKERSFIELD, CA 93312
CONTACT PERSON - MATT WADE
(661) 864-7546
LIST OF MATERIALS
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X- _ _. UNE OF SIGHT =650' '
PROPOSED BLOW WALL
PER TRACT 6824 WALL
CONSTRUCTION PLANS
APPROVED 3/16/15.
TRACT 682
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
I
CL PANAMA LANE/ a INTERSECTION
TRACT BOUNDARY STA. 15+46.48 C.L. FORT HENRY WAY- CNT
-----____------- IFs
12+00 ---------- 13+00 ----- - ---- 14+00 -------------
15+00 ---- ------
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
_ �9 & &.1 I
STA. 10+00.23 WALL
8
FP 350.3
350.6 LS
S 89-06477
7
FP 350.5
255.06'
STA. 12+55.29 WALL
6
FP 350.6
S 82'08'42- E 90.67'
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STA. 13+45.29 C.L. 75A
STA. 13+45.96 WALL
5 4
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STA. 10+00.00 C.L. TO 15+47.82 C.L.
SCALE: 1" = 40' HORIZONTAL
3
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STA. 14+96.98 WALL
END WALL
STA. 15+17.30 C.L. 96.00 RT. _
2 STA. 15+26.66 WALL
FP 351.3 FP 351.4
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FORT HENRY ROAD
(NOTA PART)
9+50 10+00 11+00 12+00 13+00
STA. 10+00.23 WALL TO 15+26.67 WALL
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
PL
9' LANDSCAPE
EASEMENT
CAVARIES 55' TO 66' RAW CITY MAINTAINED CONCRETE
F
BLOCK WALL
VARIES 48' TO 59' L 2' g w w
6' 1' _
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PANAMA LANE TYPICAL HALF SECTION
STATION 10+00.00 TO 15+47.32 NO SCALE
NOTE: ALL PROPOSED WALLS TO BE OWNED AND
MAINTAINED BY CITY OF BAKERSFIELD.
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
14+00 15+00 15+50
LEGEND:
ABBREVIATIONS
FL FLOWIJNE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION SCALE: 1" = 40'
EC END VERTICAL CURVE
40' 20' O' 40' 80'
BC BEGIN CURVE
W1 WALL SECTION
PROPOSED WALL
LETIER
,-4'ON
SECTION LINE
SHEET SECTION IS LOCATED
Know what's below.
53 A Call before you dig.
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NISHED GRADE
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IC WALL
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WALL
7
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WALL SE
CTION 1
WALL
SECTION 1
WALL SECTION
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V
IALL SECTIO
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(SEE
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SEE SHEET
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PUBLIC
WALL
WALL
CTION 1
(SEE
SHEET 1) PUBUC W
LL
ALL SE CTI
2
(SEE SHEE
1)
9+50 10+00 11+00 12+00 13+00
STA. 10+00.23 WALL TO 15+26.67 WALL
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
PL
9' LANDSCAPE
EASEMENT
CAVARIES 55' TO 66' RAW CITY MAINTAINED CONCRETE
F
BLOCK WALL
VARIES 48' TO 59' L 2' g w w
6' 1' _
I Q z =p
w<
m m itm
PANAMA LANE TYPICAL HALF SECTION
STATION 10+00.00 TO 15+47.32 NO SCALE
NOTE: ALL PROPOSED WALLS TO BE OWNED AND
MAINTAINED BY CITY OF BAKERSFIELD.
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
14+00 15+00 15+50
LEGEND:
ABBREVIATIONS
FL FLOWIJNE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION SCALE: 1" = 40'
EC END VERTICAL CURVE
40' 20' O' 40' 80'
BC BEGIN CURVE
W1 WALL SECTION
PROPOSED WALL
LETIER
,-4'ON
SECTION LINE
SHEET SECTION IS LOCATED
Know what's below.
53 A Call before you dig.
mneawi