HomeMy WebLinkAbout1.4-6824GENERAL 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. 022-13109, Dated 8-30-13.
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. 11/2" /2" Aggregate (max).
4. 4" Slump kmax).
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.
NOTES
,
11.
THAN 8 FOOT CHORDS.
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1.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION
O
1/2" *11/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
3'
THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
J
6"x 8"x 16" CONCRETE BLOCK
THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS
Y
<
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
NOTICE.
4 EA 8'006"
Y
O
-NEATLY GROUT CAVITY
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CITY CONST. INSPECTION DEPARTMENT 326-3049
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CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
PARKS DEPARTMENT 326-3117
12'
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
GENERAL NOTES
13,
o
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
T- D
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NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
I]
LANDSCAPE GRADE
to
1.
BLOCK TYPE: MORTARED CONCRETE BLOCK
ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
0-
SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16"
CL
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
COLOR: STANDARD GREY
O
PATTERN: RUNNING BOND
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR
39"
15.
2.
ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION
3.
HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS,
HIGHEST SIDE OF WALL.
4.
WALL IS TO BE CAPPED AS NOTED ON PLAN.
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
W
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
16.
SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE
THE AREA ALONG THE WALL LINE.
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
6.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
Q
17.
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A
~
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S
7.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
CHARGED OUT ON AN HOURLY BASIS.
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
8.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
Z
DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF
<
12 INCHES BELOW BOTTOM OF FOOTING.
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9.
WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8
O
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.
EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
IN ALL WALLS. AND A MAXIMUM DISTANCE BETWEEN EXPANSION
1O,
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
AND STRAIGHT CURVES SHALL BE LAID OUT ON NO GREATER
CITY OF
KERN COUNTY
BAKERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 6824
PANAMA LANE
3
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11.
THAN 8 FOOT CHORDS.
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HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
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1/2" *11/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
3'
m
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
J
6"x 8"x 16" CONCRETE BLOCK
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
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WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
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4 EA 8'006"
SHALL BE DONE WITH SAWCUTS.
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-NEATLY GROUT CAVITY
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BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
m
CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
M
12'
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
U
13,
_ -
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
T- D
='
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
I]
LANDSCAPE GRADE
TION AHEAD OF THE CONSTRUCTION.
Q:�
16" BY WALL. CONTRACTOR
ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
0-
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
14,
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
IS USED.
3"x 3"x 3" CONCRETE BLOCK
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR
39"
15.
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.
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH
16.
SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
I�nllal
17.
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.
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
18,
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
CITY OF
KERN COUNTY
BAKERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 6824
PANAMA LANE
3
I
i
` 4 i 5 �' �� 12 i
.01 11 ' 13 20 ; I
r22 21 PROPOS' D BLOCK WALL
zPROPO ED BLOCOALL-_ 1 28 29
3 6 27
11 14 1 2 18 1 26
❑ 7 10 15 23 I --
t -H -
1 30
I'
8 916 17 I 24 25 1 E-------
31
9 - _ _ _ _ __J_ 3 _ _ _ _ _
M�IAMAN 51MLLI
32
8I 1 T -I 1 I 1 1 1 1 1 1 1 I 1
1 10 1 47 1 46 1 45 1 44 1 43 1 4241 1 40 1 39 I 38 1 37 1 36 1 35 1 34 1------
1I I I I I I I I I I 1�1
L HART_ _ I I I 33
+ 1 I I 1 .�
11 40 41 42 I 43 144 145 146 I I I I I I I I I 54
7 1 1 1 1 1 1 1 47 1 48 I 49 1 50 1 51 1 52 1 53 1
I----
_1
1 ` I 55
6 ESTACADA AVENUE ;-a
1 - -
I= _
56
5
11 1 1 12 39 27 28 29 30 31 33 34 35 36 37
38 1 1 1 1 1 1 1 32 1 1 1 1 1 1 26
1 I 57
--1 I I I I I I I I I I I
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1 I 1 1 I
4 I
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13 14 I
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1 r1 -
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_
1 253 I
1 I I I 1
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2 2 + - - - _ _ _ _ CWPER LAKE AVENUE
---
60
1 1 I i i i ii i I I I I I 1
1 38 37 36 35 34 33 32 1 31 1 30 1 29 1 28 1 27 1 26 1 23 1 61
1 22 I
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_ FORT SANDER_ AVE._- _ -
_ -
- -
1 44 I 43 1 42 9 1 8 1 7 1 6 1 5 1 4 1 3 I 2 1 1 I I I I O
VICINITY MAP
N.T.S.
a DENOTES SHEET NUMBER FOR WALL
KEY MAP
SCALE: 1"=100'
LIST OF MATERIALS
BLOCK WALL LF 2,411'
Q SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. MOUNTAIN VISTA DRIVE
3. PANAMA LANE
wnoetira so,,, .-...
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 PANAMA LANE AND MOUNTAIN VISTA
DRIVE.
ELEVATION = 350.20' (USGS DATUM)
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE SALES MAP OF LANDS OF THE
KERN COUNTY LAND COMPANY FILED
JANUARY 22, 1892.
LEG ND:
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
:EE
ON LETTERSECTION LINE
T SECTION IS LOCATED
CONT. IN BOND BEAM -
12" 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 1/
2%
LANDSCAPE GRADE-
VARIES
RADE VARIES (6" MIN)
K7 �--x _
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO 32'
PLACE FOOTING RE -BAR
_ LOT SIDE
/01
#4 "I-" BAR AT 24' O.C.
(CENTERED IN WALL)
z
0
SEALANT TO BE APPLIED
BY WALL CONTRACTOR N
14 BAR 0 32" O.C.
3 EA #4 BAR CONTINUOUS
WALL SECTION 1
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. O VIOLATIONS OF
COMCOF�DINANCES, �S DARDS AND DESIGN TERIA SMALL BE
CORREC % DURING .CONSTRUCTION.
APP OVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE
EXP. 6-30-16
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 12-31-16
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
REVIEWED BY: TRAFFIC ENGINEER DATE
J
3
#5 CONT. IN BOND BEAM
TOP OF
LOT SIOE -�
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6"x 8"x 16" CONCRETE BLOCK
(12- FROM WALL)
C j
to
#5 CONT. IN BOND BEAM
{AT MIO HEIGHT)
O
GROUT SOLID ALL CAVITIES
"VERT- BAR AT 32" D.C.
m
D �
4C
J
6"x 8"x 16" CONCRETE BLOCK
IMMI
W
<
I
(24" MIN. LAP SPLICE)
4 EA 8'006"
is
-NEATLY GROUT CAVITY
I
5 "L' BAR AT 16" 0/C
(CENTERED IN BLOCK)
CENTERED IN BLOCK)
(EXTEND 45" ABOVE FOOTING)
x
EXTEND 30" ABOVE FOOTING)
2%
BY WALL CONTRACTOR
='
SEALANT TO BE APPLIED
LANDSCAPE GRADE
15" 3
16" BY WALL. CONTRACTOR
VARIES (6' MIN)
.__
#4 BAR 0 32" O.C.
VICINITY MAP
N.T.S.
a DENOTES SHEET NUMBER FOR WALL
KEY MAP
SCALE: 1"=100'
LIST OF MATERIALS
BLOCK WALL LF 2,411'
Q SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. MOUNTAIN VISTA DRIVE
3. PANAMA LANE
wnoetira so,,, .-...
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 PANAMA LANE AND MOUNTAIN VISTA
DRIVE.
ELEVATION = 350.20' (USGS DATUM)
LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA,
ACCORDING TO THE SALES MAP OF LANDS OF THE
KERN COUNTY LAND COMPANY FILED
JANUARY 22, 1892.
LEG ND:
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
:EE
ON LETTERSECTION LINE
T SECTION IS LOCATED
CONT. IN BOND BEAM -
12" 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 1/
2%
LANDSCAPE GRADE-
VARIES
RADE VARIES (6" MIN)
K7 �--x _
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO 32'
PLACE FOOTING RE -BAR
_ LOT SIDE
/01
#4 "I-" BAR AT 24' O.C.
(CENTERED IN WALL)
z
0
SEALANT TO BE APPLIED
BY WALL CONTRACTOR N
14 BAR 0 32" O.C.
3 EA #4 BAR CONTINUOUS
WALL SECTION 1
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. O VIOLATIONS OF
COMCOF�DINANCES, �S DARDS AND DESIGN TERIA SMALL BE
CORREC % DURING .CONSTRUCTION.
APP OVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE
EXP. 6-30-16
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069 EXP. 12-31-16
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
REVIEWED BY: TRAFFIC ENGINEER DATE
J
3
#5 CONT. IN BOND BEAM
TOP OF
LOT SIOE -�
a
ti
6"x 8"x 16" CONCRETE BLOCK
(12- FROM WALL)
C j
to
#5 CONT. IN BOND BEAM
{AT MIO HEIGHT)
O
GROUT SOLID ALL CAVITIES
"VERT- BAR AT 32" D.C.
m
D �
4C
J
6"x 8"x 16" CONCRETE BLOCK
(CENTERED IN WAIL)
W
<
I
(24" MIN. LAP SPLICE)
4 EA 8'006"
is
-NEATLY GROUT CAVITY
I
5 "L' BAR AT 16" 0/C
#5 CONT. IN BOND BEAM -
(AT MID HEIGHT)
3 EA 8"x8"x16"
�- STREET SIDE -^__.�
2%
LANDSCAPE GRADE 15■
VARIES (6' MIN)
M
N
I
Yx 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
#4 "VERr BAR AT 32" O.C.
(CENTRAD IN WALL)
(24" MIN. LAP SPLICE)
i --NEATLY GROUT CAVITY
CENTERED INTBLOCK)/C
(EXTEND 30" ABOVE FOOTING) M
SEALANT TO BE APPLIED
15- BY WALL CONTRACTOR
#4 BAR 0 32" O.0
3 EA. #4 BAR CONTINUOUS
WALL SECTION 2
N.T.S.
ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED
BY CITY OF BAKERSFIELD.
#5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
/_r LOT SIDE -�
I
GROUT SOLID ALL CAVITIES
C -4
N�2
i
6"x 8"x 16" CONCRETE BLOCK
W
C j
to
#5 CONT. IN BOND BEAM
{AT MIO HEIGHT)
O
'n
W CO 6
"VERT- BAR AT 32" D.C.
m
= p
3
#4 "VERT- BAR AT 16" O.C.
(CENTERED IN WAIL)
W
(CENTERED IN WALL)
I
(24" MIN. LAP SPLICE)
4 EA 8'006"
Ila
-NEATLY GROUT CAVITY
5 "L' BAR AT 16" 0/C
�- STREET SIDE 1/
(CENTERED IN BLOCK)
CENTERED IN BLOCK)
(EXTEND 45" ABOVE FOOTING)
x
EXTEND 30" ABOVE FOOTING)
2%
BY WALL CONTRACTOR
='
SEALANT TO BE APPLIED
LANDSCAPE GRADE
15" 3
16" BY WALL. CONTRACTOR
VARIES (6' MIN)
.__
#4 BAR 0 32" O.C.
EA #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
39"
PLACE FOOTING RE -BAR
WALL SECTION 3
N.T.S.
i CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
6"x 8"x 16" CONCRETE BLOCK
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
4 EA 8"x8"x16"
�\ �1-STREET SIDE _:
2%
LANDSCAPE GRADE 15"
VARIES (6" MIN)
N M "
s=
3"x 3"x 3" CONCRETE BLOCK
LOT SIDE
C -4
N�2
i
W
C j
to
ZW
O
'n
W CO 6
m
= p
3
#4 "VERT- BAR AT 16" O.C.
_
W
(CENTERED IN WALL)
I
(36" MIN. LAP SPLICE)
Ila
NEATLY GROUT CAVITY
#5 "L" BAR AT 16" 0/C
(CENTERED IN BLOCK)
(EXTEND 45" ABOVE FOOTING)
x
SEALANT TO BE APPLIED
BY WALL CONTRACTOR
10BAR 0 32" O.C.
3 EA. #4 BAR CONTINUOUS
CHAIRS SHALL BE USED TO �� 54"
PLACE FOOTING RE -BAR
WALL SECTION 4
N.T.S.
DIS AIJMT
Call: TOLL FREE
I-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
C -4
N�2
i
cC
C j
ZW
anmun
anmun
I�nllal
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358
356
354
352
350
348
346
344
342
340
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INE SIGH '
10+00 11+00 1 +00 13+ 0 15+00 16+00 17+00 18+00' +00 20+ 21+00 22+00 I 23+00 s 1
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-
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SCALE: 1" = 50' HORIZONTAL
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UNE
BEARING
DISTANCE
Li
N 0'47'50" E
466.08'
L2
N 2'29'38' E
266.81'
L3
N 46'38'45" E
37.49'
L4
N 4321'15" W
38.87'
L5
N 229'40" E
159.44'
L6
N 0'47'50" E
227.99'
(SEE MEET 1)
(SEE SHEET 1)
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MOUNTAIN VISTA DR. TYPICAL HALF SECTION
STATION 9+99.92 TO 22+34.06 NO SCME
NALL
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SCALE: 1" = 50' HORIZONTAL
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309.01'
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45.23'
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89.65'
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29.70'
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