HomeMy WebLinkAbout1.4-6825 Record Drawing BerkshireGENERAL 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. 022-13108, Dated 9-06-13.
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 0 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
0 28 days.
C. Grout:
1. Strength: 1500 PSI 0 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.
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL
CONSTRUCTION PLANS LEGEND:
bl9 RIv�Q DNL� FOR ABBREVIATIONS
TRACT NO. 6825 G E�ADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
RETENTION BASIN
EC END VERTICAL CURVE
I I 1 I 1 1 i 1 1 1 �
i 21 i 2C i 19 1 18 1 17 1 16i 15 i 14 i 13 i 12 i 11 10 BC BEGIN CURVE
1 _ WI WALL SECTION
_ I ✓ -- PROPOSED WALL
IN LETTER
♦♦ ♦♦�,�- �L--�-----1---1---�--�--�--� -� /� 9------- A SECTION UNE
i EVANSBURG AVENUE Y
SECTOR Is LOCATED
LEDER
A SECTION
1 1 I 1 1 I I 1 I
-_- PARK LOT 22 1 23 1
I P24 1 25 1 26 1 27 1 28 1 29 1 30 1 31 1 DESCRIPTION
I 1 HASE qq I 1 I I I I rc) SECTION IS CARED OUT
7❑
41 i 40i i3 37 3636 35 34 33 32 i cl 6
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 a"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.
B. 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 ALERT
Call: TOLL FREE
i-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU OIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
W I I 1 1 I 1 I �CONT IN BOND BEAM
1 m > (12' BRUT TOP OF WALL) LOT SIDE -�
�---J----1---L-----�-- 1---- L--�--
WI i I I I I I 1 1 I I 1 s GROUT SOLID ALL CAVITIES
5
----------- a � 6'x 8'x 16' CONCRETE BLOCK i4 1' BAR AT 24' D.C.
--- -- ALONDRA DRIVE 4--- o'. (CENTERED IN
Wim) 5
D5 CURT. IN BOND BEAM
_____-_-_-___________-___ I (AT AGO HEIGHT m
----------------1-- ---r-------r---�-- 1
STREET SIDE SEALANT TO BE APPLIED
BY WALL CONTRACTOR
1 1 42 1 43 1 44 1 45 1 46 1 47 1 48 1 49 1 50 1 51 1 52 1 53 1 54 ; I 3 Y 2x was t' -` '
i
I 1 1 1 1 I 1 I I I I I (
C-) LANDSCAPE BADE 16<� I Il
2 I I I i I 1 I I I 1 I 1 1 I 1 m r ._ �_ - µ BAR 0 18- D.C.
FOGARiY _NAY _
EA 14 BAR CONTINUOUS
3 1 I __ ,�
aim i I I I 1 I 1 I I I I 1 I U)
--� <I� 1 30 I 29 1 28 1 27 i 26 I 25 I 24 I 23 I 22 1 21 1 20 ( 19 55 1 O CH RS H LLBEUOLOCK
i > H 1 CHAIRS SHAD. CONCRETE USED TO 32'
2 p - PLACE FOOTING RE -BAR
1 1 I 1 I 1 1 11 I I
H 1 1 P SE 2 1 1 1 1--- ° WALL SECTION 1
N.T.S.
--�BISCA VANE - ,
--_ _ - _ _ _ - _ _ _ _ _DRIVE
_ _ _. _ _ _ _ _ _
5
1 -- ---- -------T---T------1----I--------�-- I I 22 2'CONTI RP OF BEAM
! 1 1 I I I 1 1 1 I I 1 1
6 I i 7 1 8 1 8 1 10 1 11 ( 12 i 13 1 14 1 15 1 16 1 17 1 18 23 1
1--
I 1 1 1 I I I : 6'x 8% 16' CONCRETE BLOCK
I I I 1 I I I 1 I I I 11 1 1 I 21 ❑ o GROUT SOW ALL CAVITIES �._ LOT SIDE
--f---I-- -�-------i---f---I--I- -f- I-- -� I �__
/S CONT.I BUN BEAM
I> I xr (AT MD HEIGHT) (4 'VERT BAR A 32' D.C. I I 1
I 20 (CENTERED IN WALL)
36 1 35 I 34 1 33 I 32 1 37 1 30 1 29 1 26 1 27 1 26 I 25 I 24 i Irc (24' MIN. LAP SPLICE)I1� 1 I I I I I I I I I I I I W NEATLY GROUT CAVITY
2 >IH I I I I I I PHASE ,3j 1 I I I 19 rc STREET SIDE Zi �,jBADR INT&O0O 116- O/C $
8'x 8% 18' CONCRETE BLOCK rE%IEND 30' ABOVE FOORNG)
POCONONTASLANE -- .. 2% SEALANT TO BE APPLIED
3 _ _ _ _ _ _ _ -. _ o LANDSCAPE GRADE -41 16' BY WALL CONTRACTOR
18 VALES (6MIN)
j4 BAR 018' O.C.
i I I 1 j 1 1 I I I I i ♦♦ f 3 EA. /4 BAR CONTINUOUS
4 I 5 1 6 1 7 1 8 1 9 i I i 10 i 11 1 12 1 73 I 74 i 15 i 16 i
17 \♦ 3"x Yx 3' CONCRETE BLOCK
♦ CHARS SHALL BE USED TO 39'
PLACE FOOTING RE -BAR
I I I ! I 1 1
I � ! WALL SECTION 3
PROPOSED BLOCK I WA ---
LL - ' N.T.S.
BERK_SHIR.E _R_0AD
Art #5 CONTI IN BOND (12' FROM TOP OF �)
aDENOTES SHEET NUMBER FOR WALL
BASIS OF BEARINGS: ':I!
VICINITY MAP
N.T.S.
...-/4'1EUERr BAR AT 32' aa
(CENTERED IN WALL)
(48' MIN. LAP SPLICE)
LOT SIDE
17NEATLY GROAT CAVITY
L BAR AT 16' 0 C
- CENTRED IN BOCK
IXIEND 40' ABOVE FOOTING)
�----SEALANT TO BE APPLIED
23' BY WALL CONTRACTOR
BAR 0 18' O.C.
e 3 EA. /4 BAR CONTIN
2. BERKSHIRE ROAD KERN COUNTY LAND COMPANY FILED RACE FOOTING RE -BAR
3. OLD RIVER ROAD JANUARY 22, 1892. WALL SECTION 5
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.
1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE.6BDINANCES. STANDARDS AND/UESIGN CRITERIA SHALL BE
Xl /v W-111- t-fF-fS
ROGER A. McINTOSH R.C.E. 33322 DATE
FXP R -R171-16
N I Ziz,l,s •
APPROVED BY: ,KOLAS C- REBE-R, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 42--3+-+(-
REVIEWED
2-'ur'-;r(-
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
9.�'z'0 .-^^--' df`�`€:ate✓"."-m_....,., to s/ ..L. 1I..g '
REVIEWED BY: TRAFFIC ENGINEER DATE
CONT. IN BOND BEAM
BE
KEY MAP
8'x CONCRETE BLOC(
SCALE: 1'=100'
THE BEARING OF N. 89'0648" W. SHOWN FOR THE
L-
ON 16'
LOT SIDE
GROUT SOW ALL CAVITIES
NORTH LINE OF THE NORTHEAST QUARTER OF SECTION -"
GROUT SCID AL CAVITIES -
/4'WRr BAR AT 32' O.C.
(AT MID HIItlRT)
30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK.G&A TC514LRE VOLY
1.5 CONT. IN BOND BEAM
(24" MIN. LAP SPLICE)
6, PG. 26 IN THE OFFICE OF THE KERN COUNTY
NEATLY GROUT CAVITY
STREET SIDE 1i
'I BAR AT 16' 0/C
SURVEYOR WAS USED AS THE BASIS OF BEARINGS
#5 CENT IN BOND BEAM -
8'x 8'x 18' CWCREIE eLaac
3D' ABOVE F001RiG}
SHOWN HEREON.
(AT MD HEIGHT)
LIST
OF MATERIALS
BENCHMARK USED:
$
BLOCK
WALL LF2,41 g'
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
STREET SIDE Zi
Z�1
Q J
INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD.
.�
ELEVATION = 346.42' (USGS DATUM)
S'x 8'x 16' CONCRETE BLOCK
w co
21
®
SHEET N O . INDEX
r
LANDSCAPEGRADE -
m
VAPoES (6' ABN)
LEGAL DESCRIPTION:
SHEET
TITLE
DD3g
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
i.
COVER SHEET
RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
3% Y. 3' CONCRETE COCK
ACCORDING TO THE SALES MAP OF LANDS OF THE
CHARS SHALL BE USED TO
...-/4'1EUERr BAR AT 32' aa
(CENTERED IN WALL)
(48' MIN. LAP SPLICE)
LOT SIDE
17NEATLY GROAT CAVITY
L BAR AT 16' 0 C
- CENTRED IN BOCK
IXIEND 40' ABOVE FOOTING)
�----SEALANT TO BE APPLIED
23' BY WALL CONTRACTOR
BAR 0 18' O.C.
e 3 EA. /4 BAR CONTIN
2. BERKSHIRE ROAD KERN COUNTY LAND COMPANY FILED RACE FOOTING RE -BAR
3. OLD RIVER ROAD JANUARY 22, 1892. WALL SECTION 5
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.
1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE.6BDINANCES. STANDARDS AND/UESIGN CRITERIA SHALL BE
Xl /v W-111- t-fF-fS
ROGER A. McINTOSH R.C.E. 33322 DATE
FXP R -R171-16
N I Ziz,l,s •
APPROVED BY: ,KOLAS C- REBE-R, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 42--3+-+(-
REVIEWED
2-'ur'-;r(-
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
9.�'z'0 .-^^--' df`�`€:ate✓"."-m_....,., to s/ ..L. 1I..g '
REVIEWED BY: TRAFFIC ENGINEER DATE
CONT. IN BOND BEAM
BE
36'
SECTION 2
IY FROM TOP OF WNL)
6'x 8'x 16' CONCRETE BLOCK
1Y FROM TOP OF WALL)
LOT SIDE
GROUT SOW ALL CAVITIES
P 'VERT' BAR AT 3Y OC.
(CENTERED IN WALL)
15 CONT. IN BOND BEA"
/4'WRr BAR AT 32' O.C.
(AT MID HIItlRT)
(CENTERED IN WALL)
1.5 CONT. IN BOND BEAM
(24" MIN. LAP SPLICE)
(AT MD HEIGHT)
NEATLY GROUT CAVITY
STREET SIDE 1i
'I BAR AT 16' 0/C
(:FNTERED IN BLOCK)
CEXTEER
8'x 8'x 18' CWCREIE eLaac
3D' ABOVE F001RiG}
2%
SEALANT TO BE APPLIED
LANDSCAPE GLADE TS
13' BY WNL. CONTRACTOR
VARIES (6' MIN)
$
µ BAR 018417111� ' 0.0
17A
3 EA /4 BAR CONTIIUM
3'x 3'x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO I
PUCE FOOTING RE -BAR
WALL
36'
SECTION 2
N.T.S.
CONT IN BOW BEAM
1Y FROM TOP OF WALL)
6'x 8'x 16' CGNCREW BLOCK
P 'VERT' BAR AT 3Y OC.
(CENTERED IN WALL)
GROUT SOLD ALL CAVITIES
(24' MIN. LAP SPLICE)
N
LOT SIDE
1.5 CONT. IN BOND BEAM
(_
V
(AT MD HEIGHT)
i NEATLY GROUT CAVITY
,�- STREET SIDE
ON 8"x 16' CONCRETE BLOCK
21
LANDSCAPE GRADE --1
LARDS (6' MIN)
1' BAR AT 16' 0/C
NTERED IN BLOCK)
TEND 30' ABOVE FOOTING)
-SEALANT TO BE APPLIED
BY WALL CONTRACTOR
BAR 0 19' O.C.
3 EA /4 BAR CONTINUOUS
3'x 3'x 3' CONCRETE BLOCK
CHARS SHALL BE USED TO 42'
PLACE FOOTING RE -BAR
WALL SECTION 4
N.T.S.
CONT. IN BON BEAM -
12' FRO/ TOP OF WALL)
6'x 8'x 16' CONCRETE BLOCK
GROUT SOLD ALL CAVITIES.
IR CONT. IN BOND DEAN -
(AT MIO HEIGHT)
-14 -VERT- BAR AT 16' O.C.
(CENTERED IN WALL)
(36' MIN. LAP SPLICE)
LOT SIDE -11
i NEATLY GROUT CAVITY
/� STREET SIDE 1i W 7(E1E6 D INTBLOCK)C s
8"x 8'x 16' CONCRETE BLOC( EXTEND 45' ABOVE FOOTING) s
2% SEALANT TO BE APPLIED
LANDSCAPE GRADE -T- 31' BY WALL CONTRACTOR
VARIES (6' MEN)
0 BAR 018' O.G. W
3 EA H BPR CONTINUOUS
c ":
7 .. 3'x Sx T CONCRETE BLOCK
CHARS SHALL BE USED TO
a � PUCE FOOTING RE -BAR � u .. .
'GO", DLV GIVER WALL SECTION 6 �
OV3L.y N.T.S.
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182' LF SECTION 1
209.33 LF SECTION 2
141.33' LF
SECTION
3
25.33' LF 4533' U'
398.66' LF SECTION 5
164.22' LF SECTION 4
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PUBLIC WALL (SEE SHEET 1)
PUBUC WALL SEC110N 1 SEGTIDN 2 PUBUC WALL SECTIW 2
(SEE SHEET 1) PUBLIC WALL PUBLIC WALL (SEE SHEET 1) PUBUC WALL
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SECTION 1
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