HomeMy WebLinkAbout1.4-7255 7256 & 7257iii' ll;q 1111
6
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 Soils
Engineering, Inc. Report No. 13-14656, Dated
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 Socks of Cement (min) per Cubic Yard.
Ag?Mregate (max).
Slump ax).
C. Admixtures: Only as approved by the Engineer.
MASONRY.
A. Materials:
1. Concrete Block Masonry Units: ASTM C-90
2. Pacific Clay Modular Face Brick, Sunset Red: ASTM C-216
3. Reinforcing Materials: ASTM A615, Grade 60
deformed.
4. 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. Grou t:
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.
REVlS1oNS APPROVED: CITY OF BAKERSFIELD
��ti; , ,, KERN COUNTY CALIFORNIAREVISIONS APPROVED'
aLC IEE NEMNE DRTE
WALL �✓�����/��///��..
Arnow M Imu
SLAWE WEPT( NE DATe
PLANS RXE- 35167-
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AF IN
FOR
O*ML PAMLLA P ATE
R" 6,oOe TRACT nOY7 5� �� __ �-8—,6ft N 7ft5�
MARIAN P. SNAW DATE
HOVINGHAM DRIVE a
PEMBERLEY PASSAGE AVE.
air
(�F R IV A T r�= L "T'p MAINTAINED)
SERRENDA MESA
WATER STORAGE DISTRICT
WALL SECTION 1
N.T.S.
WALL SECTION 2
LIA
62R.
14
13
3.
ENTRY MONUMENT DETAILS
FG
C, 41Z
,w.ON"o
U JV I T 2
DR. W&S+ ENTRY MONUMENTS
LS
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5.
HOVINGHAM
DRIVE
A
6R.
HOVINGHAM
DRIVE &
Q
W1
a 7 6 5 4 3 2
PASSAGE AVE.
DRIVE &
PROPOSED WALL
PEMBERLEY
mUTHERN
1ACIFIC,
IRAILROAD
In
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NEEL—A
WALL SECTION 1
N.T.S.
WALL SECTION 2
LIA
62R.
WALL & PILASTER DETAILS
CENTERLINE
3.
ENTRY MONUMENT DETAILS
FG
C, 41Z
,w.ON"o
HOVINGHAM
DR. W&S+ ENTRY MONUMENTS
LS
_.
5.
HOVINGHAM
DRIVE
A
6R.
HOVINGHAM
DRIVE &
Q
W1
PEMBERLEY
HOVINGHAM
PASSAGE AVE.
DRIVE &
PROPOSED WALL
PEMBERLEY
PASSAGE AVE.
LIST OF MATERIALS
BLOCK WALL LF 204
FL
f LOWLINE
CL
CENTERLINE
EG
EXISTING GRADE
FG
nNISHED GRADE
GB
GRADE BREAK
LS
LANDSCAPE
ELEV ELEVATION
EC
END VERTICAL CCUR
BC
BEGIN CURVE
TW
TOP OF WALL
W1
WALL SECTION
PROPOSED WALL
CTION LETTER
SEC11ON UNE
SHEET SECTION IS LOCATED
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P�H.: 61-664-6-500 1.4-7255 7256
•
P�H.: 61-664-6-500 1.4-7255 7256
SOLID 3 5/8*x 2 1/4*x 7 5/8'
SUNSET RED BRICK CAP (ROWLOCK)
3 5/8*x I 1/4*x 7 5/8"
SUNSET RED BRICK VENEER
(SOLDIER COURSE)
1'x 2 1/4% 7 5/8*
SUNSET RED BRICK VENEER
(RUNNING BOND)
167" C. M C.
(m)
6*xex16* CONCRETE BLOCK—
#5 CONT. BOND BEAM
(AT MID HEIGHT)
GROUT SOLID ALL CAVITIES
STREET SIDE
3 OR 4 EA. 8wx8ux16w
CONCRETE BLOCK'
LANDSCAPE GRADE VARIES
(6' MIN. TO le MAX.)
R
2"
#5 CONT. BOND BEAM
(12- FROM THE TOP)
SUNSET RED BRICK CAP (ROWLOCK)
SEALANT TO BE APPLIED
--PLANTER SIDE
3 518'x 1 1/4'x 7 5/8"
,,"'BY WALL CONTRACTOR
SUNSET RED BRICK
><
<
LOT SIDE, m
(SAILOR CURSE)
-,,-0'
(SOLDIER COURSE)
#5 CONT BOND BEAM
(CENTERED IN WALL)
ct
#4 "VERT' BAR AT 2e O.C. P
lb'
(RUNNING BOND)
------(CENTERED IN WALL) 2
W
is
(2.67- C. TO C. TYP.)
(48! MIN. SPLICE)
`x10-
BY WALL CONTRACTOR
*1!
(AT MID HEIGHT)
#4 BAR AT 2e O.C.
<n
=>
Uj
Ei
EXTEND M 48" ABOVE TOP OF co
#4 'VERT'BAR AT 24! O.C. (9'-4* SECTION
CONCRETE BLOCK
2%
FOOTING
#4 'VERT' BAR BAR AT 16" O.C. (10!-0* SECTION)
NEATLY GROUT CAVITY
:
6"x8*x16* CONCRETE BLOCK
FIRST COURSE M CONSIST OF
STREET SIDEcli
iUNMORTARED HEAD JOINTS TO
ALLOW FOR DRAINAGE
]
,-,,"O'
FINISHED GRADE
(AT MID HEIGHT)
-i
I NEATLY GROUT CAVITY
48'
4 EA. #5 BAR 0 13' O.C.
#4 BAR 0 32" O.C.
3 5/8'x 2 1 lex 7 5/8' SOLID SUNSET
JORED BRICK CAP WITH WHITE
MORTAR (ROWLOCK -DOUBLE ROW)
#5 CONT. BOND BEAM
NEATLY GROUT CAVITY IV (AT 1/4 HEIGHT)
4 EA. eX8*X16*LANDSCAPE
777717"
CONCRETE BLOCK
VARIES FIRST COURSE TO CONSIST OF
(SEE DETAIL
A) UNMORTARED HEAD JOINTS TO
(SH-- EET 4I ALLOW FOR DRAINAGE CIA
LANDSCAPE GRADE VARIES
(e MIN. TO 11 MAX.) 26" 21"
,8.5" MIN., "-j"
- - .1 . 11 � � 1--- 4 EA. #5 BAR 0 15.33! O.C.
7& #4 BAR 0 V O.C.
3*X3mX5* CONCRETE BLOCK
CHAIRS SHALL BE USED TO 55"
PLACE FOOTING REBAR
SOLID 3 5/ex 2 1/4 x 7 5/8"
SUNSET ED BRICK
SUNSET RED BRICK CAP (ROWLOCK)
(ROWLOCK -DOUBLE ROW).
--PLANTER SIDE
3 518'x 1 1/4'x 7 5/8"
101o,
SUNSET RED BRICK
SUNSET RED BRICK VENEER
(SAILOR CURSE)
#4 "L7 BAR AT W O.C.
(SOLDIER COURSE)
#5 CONT BOND BEAM
(CENTERED IN WALL)
SUNSET RED BRICK VENEER
(12' FROM THE TOP)
WC3
(RUNNING BOND)
-211
SEALANT TO BE APPLIED
(2.67- C. TO C. TYP.)
BY WALL CONTRACTOR
"o oc
C.D
(AT MID HEIGHT)
#5 CONT. BOND BEAM
NEATLY GROUT CAVITY IV (AT 1/4 HEIGHT)
4 EA. eX8*X16*LANDSCAPE
777717"
CONCRETE BLOCK
VARIES FIRST COURSE TO CONSIST OF
(SEE DETAIL
A) UNMORTARED HEAD JOINTS TO
(SH-- EET 4I ALLOW FOR DRAINAGE CIA
LANDSCAPE GRADE VARIES
(e MIN. TO 11 MAX.) 26" 21"
,8.5" MIN., "-j"
- - .1 . 11 � � 1--- 4 EA. #5 BAR 0 15.33! O.C.
7& #4 BAR 0 V O.C.
3*X3mX5* CONCRETE BLOCK
CHAIRS SHALL BE USED TO 55"
PLACE FOOTING REBAR
SOLID 3 5/ex 2 1/4 x 7 5/8"
SUNSET ED BRICK
SUNSET RED BRICK CAP (ROWLOCK)
(ROWLOCK -DOUBLE ROW).
--PLANTER SIDE
3 518'x 1 1/4'x 7 5/8"
101o,
SUNSET RED BRICK
SUNSET RED BRICK VENEER
(SAILOR CURSE)
#4 "L7 BAR AT W O.C.
(SOLDIER COURSE)
#5 CONT BOND BEAM
(CENTERED IN WALL)
SUNSET RED BRICK VENEER
(12' FROM THE TOP)
WC3
(RUNNING BOND)
FINISHED, GRADE co <
SEALANT TO BE APPLIED
(2.67- C. TO C. TYP.)
BY WALL CONTRACTOR
"o oc
C.D
(AT MID HEIGHT)
LOT SIDE , -,,-e'
<D
=>
Uj
Ei
I FIRST COURSE TO CONSIST OF n
#4 'VERT'BAR AT 24! O.C. (9'-4* SECTION
CONCRETE BLOCK
2%
9-1
#4 'VERT' BAR BAR AT 16" O.C. (10!-0* SECTION)
8
:
6"x8*x16* CONCRETE BLOCK
(CENTERED IN WALL)
(4Er MIN. SPLICE)
STREET SIDEcli
#5 CONT. BOND BEAM
]
,-,,"O'
#4 BAR 0 32" O.C.
(AT MID HEIGHT)
-i
I NEATLY GROUT CAVITY
GROUT SOLD ALL CAVITIES
-TI FINISHED GRADE
CHAIRS SHALL BE USED TO
STREET SIDE
#4 "1! BAR AT 24! O.C. (9'-e SECTION)
PLACE FOOTING REBAR
#4 V BAR AT 16' O.C. (10'-0" SECTION)
SECTION 5
4 OR 5 EA. 8*x8wx1e
EXTEND TO 48* ABOVE TOP OF
FOOTING
CONCRETE BLOCK---,,
2%
FIRST COURSE TO CONSIST OF
;: a
/UNMORTARED HEAD JOINTS TO
CL
LANDSCAPE GRADE VARIES
I ALLOW FOR DRAINAGE
(6- MIN. TO 18" MAX) 16
- 185- 3 EA. #5 BAR 0 14.35" O.C.
1 77' #4 BAR 0 32O.C.
-M
t
Y
3rX3*X3' CONCRETE BLOCK
CHAIRS SHALL BE USED M
41
Z
PLACE FOOTING REBAR
N.T.S.
#4 BAR CONTINUOUS
WALL SECTION 4
N.T.S.
0 0 : 0
An
3 5/8% 7 5/8"x 2 1/4'
SUNSET ED BRICK
(ROWLOCK -DOUBLE ROW).
--PLANTER SIDE
3 518'x 7 5/8'x 1 1/4!*
101o,
SUNSET RED BRICK
(SAILOR CURSE)
#4 "L7 BAR AT W O.C.
1"x 2 1/4"x 7 5/r
(CENTERED IN WALL)
SUNSET RED BRICK VENEER
><
(RUNNING BOND)
FINISHED, GRADE co <
(2.67- C. TO C. TYP.)
#5 CONT. BOND BEAM
V SEALANT TO BE APPLIED
(AT MID HEIGHT)
BY WALL CONTRACTOR
d
6*x8!xl6*
I FIRST COURSE TO CONSIST OF n
CONCRETE BLOCK
2%
UNMORTARED HEAD JOINTS To
LANDSCAPE GRADES„
ALLOW FOR DRAINAGE
VARIES (6- MIN)
STREET SIDEcli
3 EA. #4 BAR 0 7" O.C.
,-,,"O'
#4 BAR 0 32" O.C.
LAJ
3*X3*X3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
23"
C)
Ga
PLACE FOOTING REBAR
WALL
SECTION 5
. . . . . . . . . . . . . .
.... Hill
11%
Il0-v W
IUB
PRECAST PINEAPPLE FINIAL
PRECAST COLUMN CAP
RECAST ARCHITECTURAL BAND
N.T.S. N.T.S.
A A
B
-
2
10'X IrX 6" BLOCK ON LOT SIDE
0 e PORTION OF WALL
rX rX e BLOCK ON LOT SIDE
0 8' PORTION OF WALL
LOT SIDE
6"x 8*x 16" CONCRETE BLOCK PROPERTY
WITH STUCCO ON STREET SIDE LINE
STUCCO: BROWN COAT
COLOR COAT OMEGA 11 BASE 2'-0"
A
2
TYPICAL WALL ELEVATION ALL STREETS
NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8
SUNSET RED BRICK NTH MITE MORTAR
8"x 8"x 16' CONCRETE BLOCK 3 5/8"x 2 1/4"x 7 5/8' SUNSET RED BRICK CAP
WITH MATCHING STUCCO ON STREET SIDE WITH MITE MORTAR
(LOWER COURSES, PER PLANS)
*221�1 Z R101 MIC 111 t -VA m v I wlx*t I z&11 1:6
T i 0
411112:1961"WIN 1�i
3 5/8"x 5/8"x 7 5/8" RED BRICK
VENEER WITH WHITE MORTAR
PRECAST PILASTER CAP
3 5/8-X 2 1/4-X 7 5/8"
SUNSET RED BRICK WITH WHITE MORTAR
3 Vx 5/8* SUNSET RED
BRICK ENEER WITH WHITE MORTAR
STREET SIDE
STUCCO: BROWN COAT
COLOR BASE II OMEGA COAT
T -
6"X 8*X 16" OR 8"x 8"x 16"
CONCRETE BLOCK STUCCO
ON STREET SIDE
(AS REQUIRED, PER PLAN)
SEC T1 N
SCALE.- N. T.S.
REVISIONS APP-ROVED.-
AINE NEPTUNE DATE
R.C.E. 55102 N
MARIAN P. SHAW DATE
R.C.E. 32178
3 5/8*X 2 1/4'X 7 5/8'
SUNSET RED BRICK WITH
WHITE MORTAR (RUNNING BOND)
PRECAST COLUMN
BASE
FINISHED GRADE
-- ----- -- -----
4
4
4 4 EA. 18* No. 4 REBAR
WELDED TO e SQ. HSS
4
4
4
39-4"
rC COLUMN DE TA IL
SCALE.- N. T. S.
GROUT SOLID
ALL CAVITIES
I A It
z x8"x16" CMU BLOCKS
(RUNNING BOND)
E]
A war
#4 TIES 018» O.C.
001EIL-i 358»x21 / /4% 7 5/8 9
I SUNSET RED BRICK WITH
WHITE MORTAR (RUNNING BOND)
SUTION A—A
NOT M SCALE
ItsLX�%
lufl-d2l, N
1.4-7255 7256 & 7257 Know what's below.
CaII before you dig.
Del
C)
LAJ
C)
Ga
N
Ohl
O
CL
Z
C>
2
F=
Il0-v W
IUB
PRECAST PINEAPPLE FINIAL
PRECAST COLUMN CAP
RECAST ARCHITECTURAL BAND
N.T.S. N.T.S.
A A
B
-
2
10'X IrX 6" BLOCK ON LOT SIDE
0 e PORTION OF WALL
rX rX e BLOCK ON LOT SIDE
0 8' PORTION OF WALL
LOT SIDE
6"x 8*x 16" CONCRETE BLOCK PROPERTY
WITH STUCCO ON STREET SIDE LINE
STUCCO: BROWN COAT
COLOR COAT OMEGA 11 BASE 2'-0"
A
2
TYPICAL WALL ELEVATION ALL STREETS
NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8
SUNSET RED BRICK NTH MITE MORTAR
8"x 8"x 16' CONCRETE BLOCK 3 5/8"x 2 1/4"x 7 5/8' SUNSET RED BRICK CAP
WITH MATCHING STUCCO ON STREET SIDE WITH MITE MORTAR
(LOWER COURSES, PER PLANS)
*221�1 Z R101 MIC 111 t -VA m v I wlx*t I z&11 1:6
T i 0
411112:1961"WIN 1�i
3 5/8"x 5/8"x 7 5/8" RED BRICK
VENEER WITH WHITE MORTAR
PRECAST PILASTER CAP
3 5/8-X 2 1/4-X 7 5/8"
SUNSET RED BRICK WITH WHITE MORTAR
3 Vx 5/8* SUNSET RED
BRICK ENEER WITH WHITE MORTAR
STREET SIDE
STUCCO: BROWN COAT
COLOR BASE II OMEGA COAT
T -
6"X 8*X 16" OR 8"x 8"x 16"
CONCRETE BLOCK STUCCO
ON STREET SIDE
(AS REQUIRED, PER PLAN)
SEC T1 N
SCALE.- N. T.S.
REVISIONS APP-ROVED.-
AINE NEPTUNE DATE
R.C.E. 55102 N
MARIAN P. SHAW DATE
R.C.E. 32178
3 5/8*X 2 1/4'X 7 5/8'
SUNSET RED BRICK WITH
WHITE MORTAR (RUNNING BOND)
PRECAST COLUMN
BASE
FINISHED GRADE
-- ----- -- -----
4
4
4 4 EA. 18* No. 4 REBAR
WELDED TO e SQ. HSS
4
4
4
39-4"
rC COLUMN DE TA IL
SCALE.- N. T. S.
GROUT SOLID
ALL CAVITIES
I A It
z x8"x16" CMU BLOCKS
(RUNNING BOND)
E]
A war
#4 TIES 018» O.C.
001EIL-i 358»x21 / /4% 7 5/8 9
I SUNSET RED BRICK WITH
WHITE MORTAR (RUNNING BOND)
SUTION A—A
NOT M SCALE
ItsLX�%
lufl-d2l, N
1.4-7255 7256 & 7257 Know what's below.
CaII before you dig.
Del
C)
LAJ
C)
Ga
N
O
CL
Z
C>
2
F=
V)
5;
(n
LLJ
:z
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96
im
F=
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=1
C:)
=
C3
z
Uj
LO
NOTE:
ALL DIMENSIONS RELATE TO THI
OUTSIDE FI::��
I I mmea` 11921i
ANCHOR TIES TO GROUT
(RUNNING BOND)
EN 7R Y A40NUMEN T A T HO WN HA DRI VE & CANAL CROSSING
N. T.5
3 5/8"x 2 1/4*x 7 5/8" SUNSET RED BRICK
r ROWL0CK (DOUBLE ROW)
11MOWNRYAR5
3 5/8-X 2 1 1,CX 7 5/8 -
SUNSET RED BRICK WITH
01TE MORTAR (SOLDIER COURSE)
3 5/8"x 2 1/4"x
SUNSET RED BRICK
WITH WIVE MORTAR
(ROKOCK-DOUBLE ROW)
3 5/8 -X5/8 -
SUNSET RED BRICK WITH
WHITE MORTAR (SOLDIER COURSE)
5/8"
- SUNSET RED BRICK WITH
WHITE MORTAR (RUNNING BOND)
,4CK CAP WITH
1,4417hli
*SEE SHEET 4 FOR ENTRY MONUMENT GRADES
r'D N SEC 77ON
N. T.S.
1.4-7255 7256 & 7257
Know what's below.
Call before you dig.
IIIIIIIIII
UARXIM
mm
WEST ENTRY PLANTER
--EAST ENTRY PLANTER
92cm;
NOT TO SCALE
ffM_jjFfMMA AP ii MP Ap
INEAMA JLZ1 1
NOT TO SCALE
TRACT
10 4JNJ7
m
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
346
0
11
FP 355.1
♦
'60
N 32*41'2e E
I F_
N 77*41'2e E --mop•
♦
•
*8
00,; 9
0+
z
Uj
CURVE TABLE
84.71
11
1111_I
I;w
Mmmr. I �4=
mm
WEST ENTRY PLANTER
--EAST ENTRY PLANTER
92cm;
NOT TO SCALE
ffM_jjFfMMA AP ii MP Ap
INEAMA JLZ1 1
NOT TO SCALE
TRACT
10 4JNJ7
m
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
346
0
11
FP 355.1
♦
'60
♦
•
*8
00,; 9
0+
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n U)
HOVINGHAM DRIVE
(SEE SHEET 5)
TRACT "7255
UNIT 4
.. ,�,-,.— i � ��� � ��'"'� i — in cn
4.11
L
g*
.47 FG 4 7- IL S 33 FG
wi=
SEE PRIVATE KERN RIVER TRACT 7257 BOUNDARY r0 I
PRIVATE KERN RIVER
CANAL WALL CONSTRUCTION TRACT 7255 BOUNDARY AL WALL CONSTRUCTION
---------------- - -- ------
PLANS FOR CONTINUATION T_ PLANS FOR CONTINUATION
vE.. ... ... ...._ __
L_,x AN
KERN RIR
C A N A L
s.
FUTURE CANAL CROSSING
STA. 10+00.0 WALL TO 13+22.62 WALL
SCALE: 1" = 40' HORIZONTAL
'60
04
r-
f4r)
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rr
cq
Ul)
♦
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rX
+
a C4
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cn
(n U) U)
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.. ,�,-,.— i � ��� � ��'"'� i — in cn
4.11
L
g*
.47 FG 4 7- IL S 33 FG
wi=
SEE PRIVATE KERN RIVER TRACT 7257 BOUNDARY r0 I
PRIVATE KERN RIVER
CANAL WALL CONSTRUCTION TRACT 7255 BOUNDARY AL WALL CONSTRUCTION
---------------- - -- ------
PLANS FOR CONTINUATION T_ PLANS FOR CONTINUATION
vE.. ... ... ...._ __
L_,x AN
KERN RIR
C A N A L
s.
FUTURE CANAL CROSSING
STA. 10+00.0 WALL TO 13+22.62 WALL
SCALE: 1" = 40' HORIZONTAL
JTIJ
9+50 10+00 11+00 12+00
STA. 10+00.00 TO 13+22.62
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
REVISIONS APPROVED® 4
17
q.,It 4
BLAINE NEP-T1 NE DATE
R.C.E. 55102
DANIEL PADILLA DATE
R.C.E. 67008
SCALE: 1 40'
40' 20 00 40' 80'
1.4-7255 7256 & 7257
lKnow what's below,
Cal I before you dig.
'60
04
r-
f4r)
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cq
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Ix
rX
+
a C4
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W
cn
(n U) U)
f)
7
0
t&i
7jD
FINISHED
GRADE
FINISHED GRADE
LANDSCAP,
LOT
SIDE
/-.--LANDSCAPE
GRADE
LOT SIDE
TOP OF
TOP Of FOOTING
lr� 14t
F=
04 CL
c*4
Wi
CO C4
C-4
U8_
C-4
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z
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ti
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z
>:
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W
W
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5
0. +
++
+
d
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t-
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4
IC4 9 0
+ + +
C4
N
+
c�
0
Ir-
0
0
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tn
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7ft,
n
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79 ;-ft
Q1
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9 1-z �z
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m m
m m
in
in 1/) U) W (n in U
cn
86.37' LF PUBLIC 'WALL1W LF
1 1 1 ft"ftm
PUE
UC WALIJ
PJBUC
WA L
-WALL
SECTION 3
WALL
SECTION ON 1
WA
I SEC
3
SEE SHEET 2'
(SEE
SHEET 1)
(S
---E SHEET
2)
f
PUBLIC
WALL SE 11ON 1
(SEE S EET 1)
JTIJ
9+50 10+00 11+00 12+00
STA. 10+00.00 TO 13+22.62
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
REVISIONS APPROVED® 4
17
q.,It 4
BLAINE NEP-T1 NE DATE
R.C.E. 55102
DANIEL PADILLA DATE
R.C.E. 67008
SCALE: 1 40'
40' 20 00 40' 80'
1.4-7255 7256 & 7257
lKnow what's below,
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1-50
11+00 12+00 13+00 14+00 15+00
STA. 10+78.01 C.L. TO 18+07.23 C.L.
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
1.4-7255 7256 & 7257
t co
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Call before you dig.
_
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SEE TRACT 7255, 7256, & 7257
PRIVATE WALL CONSTRUCTION
PLANS FOR CONTINUATION
PEMBERLEY PASSAGE AVE
24+39.27 C.L. TO 24+53.21 C.L.)
SCALE: 1" = 40' HORIZONTAL I
to] ZAL6141 2 111 1 [ILI I[#] �
374 It
372
370
368
366
364
362
360
358
356
354
TOI
352
350
348
346
344
342
340
374 It
372
370
368
366
364
362
360
GRAM
358
356
E GRADE
354
.NE
352
350
348
346
344
342
340
24+00 25+00
(STA. 20+71.89 C.L. TO 24+53.21 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
F
LINE TABLE
LANDSCAPE
EASEMENT
VARIES
1 DISTANCE
L/S
��W�A!INGK
L/S
Im
2'
U
2%
2%
FA
in
vc
se"
W
Zn
:3
Wm 0!:
0-
Ilt
04
0
c1%
mcn
mm
a.
'001
FINISHED
LOT SIDE
LANDSCAP
OF FOOTIN
z
z
FLOW1.
cn
_-A
cs
c)
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to
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Uj
r:
Q
C4
C*4
0-
c%4
4dr
m cl)
�_z
cn
13.94! LF
WAI
(SI
J_ SECTION 5
I SHEET 2)
374 It
372
370
368
366
364
362
360
GRAM
358
356
E GRADE
354
.NE
352
350
348
346
344
342
340
24+00 25+00
(STA. 20+71.89 C.L. TO 24+53.21 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
F
LINE TABLE
LANDSCAPE
EASEMENT
VARIES
1 DISTANCE
L/S
CURVE TABLE
Iir
380
378
376
374
372
1.00W
370
368
366
364
362
0360
358
356
354
52
350
348
346
344
000
342
340
Iz1zQ
STA. 25+49./2 G.L. FtMtJLKLtT UN I
STA. 18+22-09 CIL HOVINGHAM CNT
H11
18+76.29 C.L. TO 22+53.94
SCALE: 1" = 40' HORIZONTAL
MR.
MING AVENUE
(NOT A PART)
SEE TRACT 7255 & 7256
OFF-SITE WALL PLANS
SEE TRACT 7255 do 7256
OFF-SITE WALL CONSTRUCTION
PLANS FOR CONTINUATION
LANDSCAPE
EASEMENT
VARIES
I 10, VARIES
L/S
��W�A!INGK
L/S
Im
2'
Iir
380
378
376
374
372
1.00W
370
368
366
364
362
0360
358
356
354
52
350
348
346
344
000
342
340
Iz1zQ
STA. 25+49./2 G.L. FtMtJLKLtT UN I
STA. 18+22-09 CIL HOVINGHAM CNT
H11
18+76.29 C.L. TO 22+53.94
SCALE: 1" = 40' HORIZONTAL
MR.
MING AVENUE
(NOT A PART)
SEE TRACT 7255 & 7256
OFF-SITE WALL PLANS
SEE TRACT 7255 do 7256
OFF-SITE WALL CONSTRUCTION
PLANS FOR CONTINUATION
18+50 19+00 20+00 21+00 22+00
(STA. 18+76.29 C.L. TO 22+53.94 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
REVISIONS APPROVED:
�7
�����!� 12 -azo:
BLAINE NEPTUNE DATE
R.C.E. 55102 4
MIN. 6" WALL—,
PA R/W
201 R-51 1 19.51
LANDSCAPE
EASEMENT
VARIES
I 10, VARIES
L/S
��W�A!INGK
L/S
Im
2'
2%
2%
in
W
Zn
a.
z
z
cn
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c)
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to
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LAJ
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r- c o: r -i
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r + c 7 — 7% LLJ
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cn
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WALL
SEC11ON
1
(SEE
EET 2)
18+50 19+00 20+00 21+00 22+00
(STA. 18+76.29 C.L. TO 22+53.94 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
REVISIONS APPROVED:
�7
�����!� 12 -azo:
BLAINE NEPTUNE DATE
R.C.E. 55102 4
MIN. 6" WALL—,
PA R/W
201 R-51 1 19.51
W
_j
Y`
FINISHED
1-u
rA HOVINGHAM DRIVE
sc".. 110 10"
11 PA R/W
380
378
376
374
372
T255 & 7256
WALL CONSTRUCTION PLANS
AWN
366
364
362
360
358
356
354
2
350
348
346
344
342
340
I'M
23+00 23+25
m
HCS VINGHAM DRIVE
Sc": 10*
R/W PA
HO VINGHAM DRI VE
PA R/W
VARIES 0'-10' VARIES 5'-20
MIN. 6' WALL VARIES 8! TO 15' - 5' VARIES O' -1O'
LANDSCAPE S/W LANDSCAPE AREA
AREA 21
FINISHED PAD
2X
2X 2X
PEMBERLEY PASSAGE--A-VE.
APCORD DRAWINI1�
SCALE: 1 = 40'
nx &nl
6W%
Know what's below. ;JIM CaII1.4-7255 7256 & 7257 before you dig.
—11
13
LANDSCAPE
EASEMENT
VARIES
I 10, VARIES
L/S
��W�A!INGK
L/S
Im
2'
2%
2%
W
_j
Y`
FINISHED
1-u
rA HOVINGHAM DRIVE
sc".. 110 10"
11 PA R/W
380
378
376
374
372
T255 & 7256
WALL CONSTRUCTION PLANS
AWN
366
364
362
360
358
356
354
2
350
348
346
344
342
340
I'M
23+00 23+25
m
HCS VINGHAM DRIVE
Sc": 10*
R/W PA
HO VINGHAM DRI VE
PA R/W
VARIES 0'-10' VARIES 5'-20
MIN. 6' WALL VARIES 8! TO 15' - 5' VARIES O' -1O'
LANDSCAPE S/W LANDSCAPE AREA
AREA 21
FINISHED PAD
2X
2X 2X
PEMBERLEY PASSAGE--A-VE.
APCORD DRAWINI1�
SCALE: 1 = 40'
nx &nl
6W%
Know what's below. ;JIM CaII1.4-7255 7256 & 7257 before you dig.
—11
13
Im
in
W
Zn
cn
_-A
Lq
LU
m
0:m
IA
C3
W
zo
(n0
W
cj
6
L0
MING AVENUE
(NOT A PART)
SEE TRACT 7255 & 7256
OFF-SITE WALL CONSTRUCTION PLANS
to
0
4 cq
0
@
C-14 7 22, '0-04* SEE SHEET 6 FOR REVISIONS APPROVED.- 01
T RA TRACT 725% PUBLIC WALLS
z
2 ot:
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UINIT 4 J_A _j
FP 358.3
4 -j
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co
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NEPTUNE DATE rn v.- r-
BLA 2-j-' - 16
17
ce + =cpt-.
+
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R.C.E. 55102 FP 357.8 FP 357.7
CL
15 1 cl-I
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1 4 ZM;
23+00 FP 358.0 W CIO 15 �"-c
22+00 9
F Lj -j FP 358.1
C>0 .13 1 g
{n ciSEE TRACT 7255, 7256, & 7257
21 , -cr. FP 358.2 008
in I a PRIVATE WALL CONSTRUCTION
W 06 06 to PLANS FOR CONTINUATION
DATE CIZ AN
MARIAN P. SHAW <!tj (3++
141-1A R.C.E. 32178 C4 IN .355.1 is
Z §036151-1r W
7c
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C. 0-
tno cn (n C3
INTERSECTION
SEE IRACT7255 -j
a d
SIA. 18+22-09 CE HO NGHAM NT - OFF-SITE WALL PLAN Ar -
STA. 10+00.00 C.L. PEM13ERLEY CANT - W;2 %- v -
FOR CONTINUATION W co 4+00 --
LA_ I cow 0)
9 0+0 0+1 TO, LOO 'doo 0 L0
f-
v- q-"-
23 Z&22 <1
8
< 00
T INV CURVE TABLE c*4
1 i 0 D
U v 0 z
6701a. 00
m 14"
0 z
z U_
END CUR BEGIN CURVE :3
M <'t
0 PO
STA. 19+31.21 C.L. HOVINGHAM DR. 56.5ORT. vc: 00
STA. 19+31.21 WALL 10
\*j x W EO
1 2 1 9 :1 .::1 W> 0 u- to
FP 358.3 j % g 0 U)
FP 358.3 $-:
C4 W
zw W
a. \11
<
I + J J W
m
.01
J MATCH RIGHT -BEGIN CURVE 2,r%
55. f f" m � T RAC.T
UK 18+87.73 C.L HOVINURAM DR., 108.1iff. _= 10 is 0 m
STA. 10+98-61 C.L. PEMBERLEY PASSAGE, 55.00RT. 0 q q
z UWJ via 9 C4
0 STA. 18+65.03 WALL W kn cn
++ UINIT d
Ir 6 00
zt'--. �.'
0 cn cn IT
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13
FP 358.2 1 0
>
PEMBERLEY PASSAGE
(SEE RIGHT) H 0 ift" V" I N H A M D R1 I Vm E M B E R L E Y P A S S A(j% E AVEN
(STA. 18+87.73 C.L. TO 22+53.90 C.L.) 14 (STA. 10+98.61 C.L. TO 13+61.37 C.L.)
SCALE: 1" 40' HORIZONTAL SCALE: 1" 40' HORIZONTAL
378 378 378 378
>_
co
376 376 376 376
cq cb m
C9
374 PIZ;- 374 374 374
m >;
Ug
co �j C)
to >:
cn
N vzvz T_
372 LN 372 372 372
co at
Www V_ ' 1z V_ 06 06 m 0; Lo
CII c1q + + to to
-4 C4 Lq
LL. CIO 04 Gle +
LLI L4 ri C> "C C OD UD
(10 . . 1, ) *4 V tA C14 45
CN Uj Uj LLJ
370 =_j Lq 0- + + + ZN LIL La ;_:Ic 370 370 - 370 z
CL 0:2
0 1. LH U5 LLJ
W 04 C14 04
C14 04 cli 64 6 C*4 La ED
0. C4 C*4 Gi CL
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C4 Ot 04 cq :5 5; in
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+ + + (0
v cug I. t-4 g g . i-<: I to 6 cc
m C"'l cc s c A co W Z F--
368 U cr. (0 P7- - WIF QW, 0 368 368 - 368 cr-
W + IsN 14 00
5 IN 0 0 04 040 x 00 W, C) C-4 cr 0)
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cL + + + + + + m
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: +
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cq c*4 04 to V_ =)
EE 0-
<W a- ML WL m
366 366 366 W- 366 3: :a
eco
SEE TR CT 7255 7256 OFF-SITE m En cn QVICIO c= cn CIO It in
WALL STRUCTION PLANS
FOR C IINUATION
364 364 364 364 SE TRACT 7255, 7256, 7257 _A
PRIVATE WALL CONSTRUCTION
PLANS FOR CONTINUATION
362 362 362 362
00
It It I
F_
00 FINISHED GRADE '00
LOT SIDE)
360 - ------- 360 360 360 1
c)
7--
358 358 358 358
FINISHED GRADE
77 LOT SIDE
356 356 356 356 •
FLOWU14E
NDSCAPE GRADE 354 354 V T 354
354 TOP OF FC OTING
FLOYAJNE LANDSCAPE GRADE z >
<
LO
352 352 352 352 46
In to JcL 0
01)
0) m Ul) to IN C4 0, to to IN 0) to
04 0) 0) to
0.
g g W U4 Lq U4 L4 C> Z
350 350 350 Uj LLJ 350 0
0 CD 0 0 0
x X R a FWI
LLJ Fr= Li 40 -A
W L4 LAJ i _j 9 0)
mi zLLiWWLq9LqW
WWWWU,UjWU'j00
U? L LL.
V_ V_
C4 it cq N C4 IN IN U_
348 C4 ci IN C4 0 348 348 V_ TV N 348
x Ui it L6 . it %-%--
C4 (6 06 C4 Coto 0606 vs a- zi V- Ir -
re) 14 " Ul) 0. co
CD cq W) 9 00
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m 0_5 cb ct t �COL_ 6�1_1_ On �_t i�t
v- Ir- cq CN CN C4 IN cn cn co cn ch CIO cn
346 346 346 346
� 1- .41 -1
< <
14,110 in ;ij cnj t; t; z
344 344 344 344
6 7.18' IF 62.W LF 32.00! LF 64.W LF 45.48! LF 279.3V LF
�"Tl
WALL SECTION 7 WAL1. SECTION 6 LL SECTION 1 W kLL SECTION 7
fc-rr v4jr-r--r M I , I
342 'SEE --SHEET -1)------- 342 342 342 j
WALL SE,'nON 6 WALL SECTION 7 0
(SEE EET 2) (SEE SIIET 2)
340 340 340 340
338 338 338 338
18+25 19+00 20+00 21+00 22+00 23+00 10+50 11+00 12+00 13+00 14+00
E
(STA. 18+87.73 TO 22+53.90) (STA. 10+98.61 TO 13+61.37)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 40' HORIZONTAL SCALE: 1" 4' VERTICAL
SCALE: 1" 4' VERTICAL
SCALE.- 1 40' W
3:
00 0
40' 20' 40' 810
W
����../� Uj In
C,
Know whars below.
1.4-7255 7256 & 7257 Aft
Uall before you dig.
tti
ap
o0
CJ
it
OM
M
tfi
tti
ap
o0
CJ
OM
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CJ