HomeMy WebLinkAbout1.4-6921 Record DrawingVICINITY MAP
NOT TO SCALE
KEY MAP
SCALE : I"=200'
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
WA CoNSTRUCTION PLANS
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MIRA SOL DR/VE
TRACT NO. 6921
CITY OF BAKERSFIELD
COUNTY OF KERN
STATE OF CALIFORNIA
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WALL SECTION 1
SCALE: 1h" = 1'-0"
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
i
GENERAL 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. 022-06251. Dated 1-23-07.
Updated KA No. 026-13316, Dated 7-19-13.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 40.
2. Cement: Portland Cement, Type Il. 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 (rein) per Cubic Yard.
3. 1 1/2 .. Ag regote (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 ® 7 days and 1800 PSI
® 28 days.
C. Grout:
1. Strength: 1500 PSI ® 7 days and 2500 PSI 0 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.
SHEET INDEX
SHEET NO. DESCRIPTION
1 COVER SHEET
2 MIRA SOL WALL PLAT
QUANTITIES
WALL SECTION 1 328 LF
BASIS OF BEARING:
THE BEARING OF N 89'23'17" W SHOWN FOR THE SOUTH
LINE OF THE SOUTHEAST QUARTER OF SECTION 23,
T. 29 S., R. 26 E. ON RECORD OF SURVEY, FILED IN
BOOK 25 OF RECORD OF SURVEYS AT PAGE 24 WAS
USED AS THE BASIS OF BEARINGS SHOWN HEREON.
44-2,940
R P C' 11 D D Pa M1111
BENCH MARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE OF ALLEN ROAD AND THE SOUTHERLY
PROPERTY LINE OF ALBERTSON'S.
ELEVATION = 364.63' (PER C.O.B. BENCHMARK BOOK)
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 3322 33 47
PARKS DEPARTMENT
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.
8. 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.
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HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
STEEL SHALL BE TIED FIRMLY IN
REPAIRS TO DAMAGED UTILITIES CAUSED
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TION AHEAD OF THE CONSTRUCTION.
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IN PLACE PRIOR
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E, SUBDIVIDER SHALL SUBMIT TWO
TO THE BUILDING DIRECTOR
'M•�'
SIGN PLANS
TO BMC SECTION 17.60.110 (N). ONE
FOR REVIEW AND
COPY OF THE SIGN PLAN SHALL ALSO 13E
SHALL BE DONE WITH SAWCUTS.
UNIFORM IN TEXTURE AND COLOR.
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SHALL INCLUDE COPY. DIMENSIONS,
OF SIGN(S).
12. BLOCKS SHALL BE
E AND LOCATION
APPROVAL OF THESE WALL PLANS BY
13. CONTRACTOR SHALL VERIFY LOCATIONF UTILITIES
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
f'�P
"'
THAN 2". ANY FORMWORK NECESSARY
p�
SHALL EXTEND BELOW THE FINSIHED TOP
OF GRADE AT LEAST 16" OR THE
DEPTH OF THE FOOTING. WHICHEVER IS
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TAINED FROM THE CITY OF
ANY WORK PERFORMED WITHIN
BAKERSFIELD PUBLIC WORKS
EXISTING ACCEPTED STREET RIGHT-OF-WAY.
UNLESS SECURED BY A
UPON AN APPROVED ENGINEER'S
SUBDIVISION AGREEMENT, A DEPOSIT BASED
<
SHALL BE POSTED PRIOR TO ISSUANCE
OF THE PERMIT.
18. ANY WORK CONNECTING TO EXISTING PUBLIC
FACILITIES FROM PRIVATE PROPERTY
THE EXISTING PUBLIC
WILL REQUIRE AN ENGINEER'S ESTIMATE
FOR THE WORK IN
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY
DEPOSIT.
ENGINEER'S STATEMENIT
'o
THESE PLANS AND SPECIFICATIONS WERE
PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST
OF BAKERSFIELD
OF MY KNOWLEDGE AND
ORDINANCES, STANDARDS,
BELIEF COMPLY WITH CITY
AND DESIGN CRITERIA AND INCLUDE ALL
IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS
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THESE PLANS AND ANY ERRORS, OMISSIONS.
OR VIOLATIONS OF
BE
THOSE ORDINANCES. STANDARDS ANDD
N� CRITERIA SHALL
CORREC-TEQ DURINGZQNSTRUCTION.
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VICINITY MAP
NOT TO SCALE
KEY MAP
SCALE : I"=200'
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
WA CoNSTRUCTION PLANS
NJ
W m
cn
Wm
U=
�
�
- to
W
0
2" GROUT
#4 0 48" O.
STREET SIDE
MIRA SOL DR/VE
TRACT NO. 6921
CITY OF BAKERSFIELD
COUNTY OF KERN
STATE OF CALIFORNIA
0
8N�
#4 CONT.
1
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LOT SIDE
I � �
I �
#4 CONT. 0 32" O.C. o o
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1 FINI ED GRADE z
OMIT HEAD CTR 0
JOINTS ® FG 4N O C r�
IFINISHEI
�J+1I1I,Ir
6" MIN
X14 CONT.
(BOTH SIDES)
#4 ® 24" O.C. --
3" "
LADE � ®2
se-WATERPROOF
I SURFACE TO FG
10"� MI10" : a 0
3"a 0
�m
TYP
WALL SECTION 1
SCALE: 1h" = 1'-0"
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
i
GENERAL 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. 022-06251. Dated 1-23-07.
Updated KA No. 026-13316, Dated 7-19-13.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 40.
2. Cement: Portland Cement, Type Il. 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 (rein) per Cubic Yard.
3. 1 1/2 .. Ag regote (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 ® 7 days and 1800 PSI
® 28 days.
C. Grout:
1. Strength: 1500 PSI ® 7 days and 2500 PSI 0 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.
SHEET INDEX
SHEET NO. DESCRIPTION
1 COVER SHEET
2 MIRA SOL WALL PLAT
QUANTITIES
WALL SECTION 1 328 LF
BASIS OF BEARING:
THE BEARING OF N 89'23'17" W SHOWN FOR THE SOUTH
LINE OF THE SOUTHEAST QUARTER OF SECTION 23,
T. 29 S., R. 26 E. ON RECORD OF SURVEY, FILED IN
BOOK 25 OF RECORD OF SURVEYS AT PAGE 24 WAS
USED AS THE BASIS OF BEARINGS SHOWN HEREON.
44-2,940
R P C' 11 D D Pa M1111
BENCH MARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE OF ALLEN ROAD AND THE SOUTHERLY
PROPERTY LINE OF ALBERTSON'S.
ELEVATION = 364.63' (PER C.O.B. BENCHMARK BOOK)
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 3322 33 47
PARKS DEPARTMENT
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.
8. 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.
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HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
STEEL SHALL BE TIED FIRMLY IN
REPAIRS TO DAMAGED UTILITIES CAUSED
6�
1/2" :E1/8". ALL REINFORCING
TO PLACEMENT OF BLOCK. OPEN END BLOCK
TION AHEAD OF THE CONSTRUCTION.
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IN PLACE PRIOR
CELLS ONLY. NO BROKEN BLOCK
SHORING AND
BRACING OF WALL, SHALL BE PROVIDED
WILL BE ALLOWED IN GROUTED
CONSTRUCTION OF NON -MODULAR PIECES
ESPECIALLY IN THE EVENT THAT FULL HEIGHT
N.
IS USED.
WILL BE ALLOWED. ALL
15. PRIOR TO INSTALLATION OF ANY SIGNA
E, SUBDIVIDER SHALL SUBMIT TWO
TO THE BUILDING DIRECTOR
'M•�'
SIGN PLANS
TO BMC SECTION 17.60.110 (N). ONE
FOR REVIEW AND
COPY OF THE SIGN PLAN SHALL ALSO 13E
SHALL BE DONE WITH SAWCUTS.
UNIFORM IN TEXTURE AND COLOR.
z,°�
SHALL INCLUDE COPY. DIMENSIONS,
OF SIGN(S).
12. BLOCKS SHALL BE
E AND LOCATION
APPROVAL OF THESE WALL PLANS BY
13. CONTRACTOR SHALL VERIFY LOCATIONF UTILITIES
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
f'�P
COMMENCEMENT OF WORK AND NOTIFY F CONFLICT
THAN 2". ANY FORMWORK NECESSARY
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
BUT
REPAIRS TO DAMAGED UTILITIES CAUSED
BY HIS FORCES,
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
TION AHEAD OF THE CONSTRUCTION.
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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.
U:
15. PRIOR TO INSTALLATION OF ANY SIGNA
E, SUBDIVIDER SHALL SUBMIT TWO
TO THE BUILDING DIRECTOR
COPIES OF SUBDIVISION IDENTIFICATION
APPROVAL PURSUANT
SIGN PLANS
TO BMC SECTION 17.60.110 (N). ONE
FOR REVIEW AND
COPY OF THE SIGN PLAN SHALL ALSO 13E
SUBMITTED TO THE PARKS DIVISION
FOR REVIEW AND APPROVAL. SIGN PLANS
SHALL INCLUDE COPY. DIMENSIONS,
OF SIGN(S).
COLOR, MATERIALS, LIGHTING, ANCHOR A
E AND LOCATION
APPROVAL OF THESE WALL PLANS BY
E PUBLIC WORKS DIRECTOR DOES
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
16. FOOTINGS SHALL NOT EXCEED THE WIDTH
SHOWN ON THE PLANS BY MORE
TO MAINTAIN THIS FOOTING WIDTH
THAN 2". ANY FORMWORK NECESSARY
p�
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 O
DEPT. FOR
TAINED FROM THE CITY OF
ANY WORK PERFORMED WITHIN
BAKERSFIELD PUBLIC WORKS
EXISTING ACCEPTED STREET RIGHT-OF-WAY.
UNLESS SECURED BY A
UPON AN APPROVED ENGINEER'S
SUBDIVISION AGREEMENT, A DEPOSIT BASED
<
SHALL BE POSTED PRIOR TO ISSUANCE
OF THE PERMIT.
18. ANY WORK CONNECTING TO EXISTING PUBLIC
FACILITIES FROM PRIVATE PROPERTY
THE EXISTING PUBLIC
WILL REQUIRE AN ENGINEER'S ESTIMATE
FOR THE WORK IN
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY
DEPOSIT.
ENGINEER'S STATEMENIT
'o
THESE PLANS AND SPECIFICATIONS WERE
PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST
OF BAKERSFIELD
OF MY KNOWLEDGE AND
ORDINANCES, STANDARDS,
BELIEF COMPLY WITH CITY
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
BE
THOSE ORDINANCES. STANDARDS ANDD
N� CRITERIA SHALL
CORREC-TEQ DURINGZQNSTRUCTION.
APPROVED BY: ROGER A. McINTOSH R.0
EXP. 6-30-14
APPROVED BY: RAUL M. ROJAS, PU
R.C.E. N0. 39880
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K_
REVIEWED BY: ASSISTANT PUBLIC
REVIEWED BY: TRAFFIC ENGINEER
�- 2i -ice
. 33322 DATE
WORKS DIRECTOR DATE
;P. 12-31-15
;S DIRECTOR DATE
DATE
BENCH MARK SET:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF FROEHLICH STREET AND
RISSY COURT.
ELEVATION = 359.28' (CITY DATUM)
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LT
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LF
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PA
R/W
TW
RAD
FL
LS
R
T
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RIGHT OF CENTERLINE
LEFT OF CENTERLINE
BEGIN CURVE
END CURVE
POINT ON CURVE
POINT OF COMPOLINd, CURVE
POINT OF REVERSE RVE
LINEAL FEET
STATION
ELEVATION
PROPERTY UNE
RIGHT OF WAY
TOP OF WALL
RADIAL BEARING
FLOWLINE ELEVATION
LANDSCAPE ELEVATI
RADIUS OF CURVE
TANGENT OF CURVE
LENGTH OF CURVE
TOP OF CONCRETE TOP OF CURB
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