HomeMy WebLinkAbout1.4-6824 Record DrawingCITY OF
GENERAL STRUCTURAL NOTES KERN COUNTY
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. 022-13109, 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 (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 ® 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
%- SIDE --��
1.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION
THAN 8 FOOT CHORDS.
J
THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
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THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS
1/2" :L1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
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NOTICE.
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
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CITY CONST. INSPECTION DEPARTMENT 326-3049
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
Y
PARKS DEPARTMENT 326-3117
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
GENERAL NOTES
#4 -VERT- BAR AT 32" O.C.
1.
BLOCK TYPE: MORTARED CONCRETE BLOCK
(AT MID HEIGHT)
((ENTERED IN WALL)
SIZE WALL: 6"x 8"x 16" AND 8"x 8"x 16"
BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
COLOR: STANDARD GREY
CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
PATTERN: RUNNING BOND
12.
2.
ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
13,
3.
HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
O
CL
HIGHEST SIDE OF WALL.
COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
4.
WALL IS TO BE CAPPED AS NOTED ON PLAN.
TION AHEAD OF THE CONSTRUCTION.
tY
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5.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
LANDSCAPE GRADE 15"`
THE AREA ALONG THE WALL LINE.
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
6.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
IS USED.
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
Q
#4 BAR A 32" O.C.
F-
7.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION
CHARGED OUT ON AN HOURLY BASIS.
FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS,
S.
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
H
54"
12 INCHES BELOW BOTTOM OF FOOTING.
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
PLACE FOOTING RE -BAR
F-
9.
WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER
THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8
O
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL.
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S
10,
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
AND STRAIGHT CURVES SHALL BE LAID OUT ON NO GREATER
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AKERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 6824
CE PANAMA LANE
I
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20
1 ' 13 it i 21 PROPOS D BLOCKi WALL
,�PROPO ED BLOCY/WALL I
27 28 1 29
{ Y'" 19 { `
6 11 i 14 I 1 22 -�
a 2 1 +18 1 { 23 26
1 7 10 15 I
1 30
8 9 16 17 ( 24 25 {
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- - -
MONAHAN S1REET
32
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FORT SANDERS_ AVE.
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%- SIDE --��
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11.
THAN 8 FOOT CHORDS.
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HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
<C
i- LOT SIDE ---''�
1/2" :L1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
W
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6"x 8"x 16" CONCRETE BLOCK
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
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WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
Y
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
U
#4 -VERT- BAR AT 32" O.C.
SHALL BE DONE WITH SAWCUTS.
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(AT MID HEIGHT)
((ENTERED IN WALL)
BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
m
CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
p
12.
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT_
�
13,
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
O
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CENTEIO IN BLOCK)
COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
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STREET SIDE -�,�
TION AHEAD OF THE CONSTRUCTION.
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ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
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BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
LANDSCAPE GRADE 15"`
14.
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
LANDSCAPE GRADE 15"
VARIES (6' MIN)
IS USED.
VARIES (6" MIN)
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO
#4 BAR A 32" O.C.
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR
_ . ' . #4 BAR Q 32 D.C.
15.
FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE
3'x 3"x 3' CONCRETE BLOCK
COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION
FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS,
Yx 3"x 3' CONCRETE BLOCK
COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES
54"
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
PLACE FOOTING RE -BAR
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
WALL
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
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.
AKERSFIELD
CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 6824
CE PANAMA LANE
I
r3
` 4 1 5 �' ' 12 + {
20
1 ' 13 it i 21 PROPOS D BLOCKi WALL
,�PROPO ED BLOCY/WALL I
27 28 1 29
{ Y'" 19 { `
6 11 i 14 I 1 22 -�
a 2 1 +18 1 { 23 26
1 7 10 15 I
1 30
8 9 16 17 ( 24 25 {
9 - - - - - - --� - - 3 - ---- - �--- - 31
- - -
MONAHAN S1REET
32
$• 1I 10_1 47II 46I{ 45I1 44 I1{ 43 I1I 42 I1I 41 �1I 40 I1I 39 II1 38 I{1 37 { 36 I1I 35 I1I 34 1
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FORT SANDERS_ AVE.
II
1 44 { 43 1 42 9 1 8 1 7 1 6 1 5 1 4 { 3 I 2 { 1 I I I I
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VICINITY MAP
N.T.S.
® 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
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)
LEGAL DESCRIPTION:
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.
LEGEND:
ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
EIC BEGIN CURVE
W1 WALL SECTION
-- - - - PROPOSED WALL
SECTION LETTER
- - - - - SECTION LINE
1
SHEET SECTION IS LOCATED
rCONT. IN BOND BEAM -
12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6% 8"x 16' CONCRETE BLOCK
LOT SIDE -�
#4 "L" BAR AT 24" O.C.
(CENTERED IN WALL)
Iii CONT. IN BOND BEAM
(AT MID HEIGHT)
�- STREET SIDE
' l
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 CO S 1 DURING A�CON�TR C nON.. DESIGN F3ITERIARRORS, OMISSIONS, OR �SHALL ONS O BE
APPROVED BY: ROGER A. McINTOSH R.C.E. 33322
EXP. 6-30-16
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 12-31-16
.3-.3,(5
DATE
3
If,,, I If -
DATE
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
REVIEWED BY: TRAFFIC ENGINEER
2X SEALANT TO BE APPLIED
BY WALL CONTRACTOR N
LANDSCAPE GRADE 15• 11'
VARIES (6" MIN)
#4 BAR 0 32' D.C.
1771.1
3 EA. #4 BAR CONTINUOUS
3"x 3'x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO 32"
PLACE FOOTING RE -BAR
WALL SECTION 1
N.T.S.
#5 CONT. IN BOND BEAMLOT
FROM TOP OF
%- SIDE --��
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X
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6"x 8"x 16" CONCRETE BLOCK-
LOCK
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GROUT SOLD ALL CAVITIES
i- LOT SIDE ---''�
il
W
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6"x 8"x 16" CONCRETE BLOCK
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6"x 8"x 16" CONCRETE BLOCK
p "VERr BAR AT 32" O.C.
09
05 CONT. IN BOND BEAM
#4 -VERT- BAR AT 32" O.C.
9
N-F.�'SITE
(AT MID HEIGHT)
((ENTERED IN WALL)
(CENTERED IN WALL)
(24" MIN. LAP SPLICE)
00
3 EA 8'006"
NEATLY GROUT CAVITY
�- STREET SIDE
-C BAR AT 16' 0/C
CENTEIO IN BLOCK)
STREET SIDE -�,�
EXTEND 30" ABOVE FOOTING)
BYALANT TO BE APPLIED
LANDSCAPE GRADE 15"`
13" WALL CONTRACTOR
LANDSCAPE GRADE 15"
VARIES (6' MIN)
VARIES (6" MIN)
M = =
#4 BAR A 32" O.C.
.__
_ . ' . #4 BAR Q 32 D.C.
3 EA. #4 BAR CONTINUOUS
3'x 3"x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO W.
Yx 3"x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO
54"
VICINITY MAP
N.T.S.
® 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
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)
LEGAL DESCRIPTION:
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.
LEGEND:
ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
EIC BEGIN CURVE
W1 WALL SECTION
-- - - - PROPOSED WALL
SECTION LETTER
- - - - - SECTION LINE
1
SHEET SECTION IS LOCATED
rCONT. IN BOND BEAM -
12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6% 8"x 16' CONCRETE BLOCK
LOT SIDE -�
#4 "L" BAR AT 24" O.C.
(CENTERED IN WALL)
Iii CONT. IN BOND BEAM
(AT MID HEIGHT)
�- STREET SIDE
' l
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 CO S 1 DURING A�CON�TR C nON.. DESIGN F3ITERIARRORS, OMISSIONS, OR �SHALL ONS O BE
APPROVED BY: ROGER A. McINTOSH R.C.E. 33322
EXP. 6-30-16
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 12-31-16
.3-.3,(5
DATE
3
If,,, I If -
DATE
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
REVIEWED BY: TRAFFIC ENGINEER
2X SEALANT TO BE APPLIED
BY WALL CONTRACTOR N
LANDSCAPE GRADE 15• 11'
VARIES (6" MIN)
#4 BAR 0 32' D.C.
1771.1
3 EA. #4 BAR CONTINUOUS
3"x 3'x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO 32"
PLACE FOOTING RE -BAR
WALL SECTION 1
N.T.S.
#5 CONT. IN BOND BEAMLOT
FROM TOP OF
%- SIDE --��
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X
{12' WALL)
6"x 8"x 16" CONCRETE BLOCK-
LOCK
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GROUT SOLD ALL CAVITIES
i- LOT SIDE ---''�
IIIIIIINI
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6"x 8"x 16" CONCRETE BLOCK
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6"x 8"x 16" CONCRETE BLOCK
p "VERr BAR AT 32" O.C.
09
05 CONT. IN BOND BEAM
#4 -VERT- BAR AT 32" O.C.
9
Uj
0D c`h'
(AT MID HEIGHT)
((ENTERED IN WALL)
(CENTERED IN WALL)
(24" MIN. LAP SPLICE)
00
3 EA 8'006"
NEATLY GROUT CAVITY
�- STREET SIDE
-C BAR AT 16' 0/C
CENTEIO IN BLOCK)
STREET SIDE -�,�
EXTEND 30" ABOVE FOOTING)
BYALANT TO BE APPLIED
LANDSCAPE GRADE 15"`
13" WALL CONTRACTOR
LANDSCAPE GRADE 15"
VARIES (6' MIN)
VARIES (6" MIN)
M = =
#4 BAR A 32" O.C.
.__
_ . ' . #4 BAR Q 32 D.C.
3 EA. #4 BAR CONTINUOUS
3'x 3"x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO W.
Yx 3"x 3' CONCRETE BLOCK
PLACE FOOTING RE -BAR
WALL SECTION 2
N.T.S.
ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED
BY CITY OF BAKERSFIELD.
3//7,/-'C'-
DATE
15 CONT. IN BOND BEAM
:21-
(12- FROM TOP OF WALL)
_ -�
/__L 14.1
W
GROUT SOLID ALL CAVITIES
ANcqv
X
a
6"x 8"x 16" CONCRETE BLOCK-
LOCK
W M�
a
Z X
_> U
t'
W
i- LOT SIDE ---''�
IIIIIIINI
GROUT SOLD ALL CAVITIES
W
#5 CONT. IN BONED BEAM
#5
6"x 8"x 16" CONCRETE BLOCK
p "VERr BAR AT 32" O.C.
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
m S2
>=
o
b
(AT MID HEIGHT)
(CENTERED IN WALL)
(CENTERED IN WALL)
(36' MIN. LAP SPLICE)
00
4 EA 8"x8'x16'
NEATLY GROUT CAVITY
{24 MIN. LAP SPLICE)
4 EA 8"xWx16' NEATLY GROUT CAVITY
"CENL" BAR AT 16" 0/C
�- STREET SIDE -�,� EXTEND 31ED f ABOVE BLOCKFOOTING)
2%
SEALANT TO BE APPLIED
LANDSCAPE GRADE15" 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
t'
Al
f s�
. i
WALL SECTION 3
N.T.S.
CONT. IN BOND BEAM
ANcqv
(12" FROM TOP OF WALL)
W M�
a
Z X
_> U
t'
W
i- LOT SIDE ---''�
IIIIIIINI
GROUT SOLD ALL CAVITIES
W
X J
a
6"x 8"x 16" CONCRETE BLOCK
#5 CONT. IN BOND BEAM
#4 'VERT' BAR AT 16" O.C.
m S2
>=
o
b
(AT MID HEIGHT)
(CENTERED IN WALL)
(36' MIN. LAP SPLICE)
00
4 EA 8"x8'x16'
NEATLY GROUT CAVITY
#5 "L" BAR AT 16" O/C
STREET SIDE -�,�
(CENTERED IN BLOCK)
(EXTEND 45" ABOVE FOOTING)
SEALANT TO BE APPLIED
LANDSCAPE GRADE 15"
�31" BY WALL CONTRACTOR
VARIES (6" MIN)
.__
_ . ' . #4 BAR Q 32 D.C.
3 EA. #4 BAR CONTINUOUS
Yx 3"x 3' CONCRETE BLOCK
CHAIRS SHALL BE USED TO
54"
PLACE FOOTING RE -BAR
WALL
SECTION 4
N.T.S.
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360
358
356
354
352
350
348
346
344
342
340
94
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—0.31%
Q�N
u
45
FP 346.4
13+ 0 15+00 16+00 - 17+00 18+00 ; +00 _- 20 21+00 22+00
ol
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KA WAY
PHASE I LOCIOWT LANE PHASE
MOUNTAIN VI TA D IVE
STA. 10+00.00 C.L. 0 23+21.21 C.L.
SCALE: 1" = 50' ORIZONTAL
1" = 5' VERTICAL
a
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UNE TABLE
J Q
BEARING
DISTANCE
Li
N N
RETENTION
BASIN
N 2'29'38" E
266.81'
LOT "A"
N 46'38'45" E
37.49'
L4
N 43'21'15" w
38.87'
L5
N 2'29'40" E
159.44'
L6
N 0'47'50' E
Of Of
Z
m
N N
u
45
FP 346.4
13+ 0 15+00 16+00 - 17+00 18+00 ; +00 _- 20 21+00 22+00
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46 1 I 2 3 I 4 I 5 6 7. 1 �� ► 9
7 a to a FP 348.9 1 2 `` M° /
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KA WAY
PHASE I LOCIOWT LANE PHASE
MOUNTAIN VI TA D IVE
STA. 10+00.00 C.L. 0 23+21.21 C.L.
SCALE: 1" = 50' ORIZONTAL
1" = 5' VERTICAL
a
J
J
M
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3 ^ 3
M
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UNE TABLE
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 43'21'15" w
38.87'
L5
N 2'29'40" E
159.44'
L6
N 0'47'50' E
227.99'
rJl
C,
3' LANDSCAPE
EASEMENT
MOUNTAIN VISTA DR. TYPICAL HALF SECTION
STATION 9+99.92 TO 22+34.06 NO SOME
,tun
360
358
356
354
352
350
348
346
344
342
340
-00
NM;
ate'
�111�
1
(I
a( .._
I� SIGHT.._._.. k�' ..._ -_. _- �, �_ _ __ •.._ ..__ _. __. -_- ..:.:--
_ I kg k9 , k _
1: 0.22X 'y — — 0.2 '� 5 h NE OF SIGHT _.. _ �` g _ - kg . -
_ —
1 h�° k mac... 5229& i h thcz- 0. 0x
MOUNTAIN VISTA DRIVE
SEE SHEET 2
364
362
360
358
356
354
352
350
348
346
344
10-
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14
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FP 351.3
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PHASE
1r r < M -P CORBEL WAY
PANAMA LANE �M
G
STA. 10+00.00 C.L. TO 23+13.43 C.L. ; 3
SCALE: i" = 50; HORIZONTAL Q M
i = 5 VERTICAL
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27
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I 3 N N
W N N
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 45'50'31" E
24.09'
L2
S 89'06'48" E
309.01'
L3
S 89'58'52" E
201.69'
L4
S 82'59'48" E
83.87'
L5
N 88'30'06" E
45.23'
L6
S 89'06'48" E
89.65'
L7
S 44'06'47" E
29.70'
L8
N 4553'12" E
29.70'
L9
S 89'06'48" E
401.36'
6
5 FG
(SEE SHEET 1)
C
10' LANDSCAPE
EASEMENT
364
362
360
358
356
354
352
350
348
346
344
-00
AINED
BLOCK WALL
PANAMA LANE. TYPICAL HALF SECTION 0.2 -,O ./
STATION 10+61.14 TO 23+13.43 x
,g
11111m
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