Blackberry Farm- PN140130 (2)SCALE: 1"=50'
0 25 50 100
LEGEND
SIR
Set Iron Rod
UP
Utility Pole
LP
Light Pole
FH
Fire Hydrant
WM
Water Meter
WV
Water Valve
SS
Sanitary Sewer
MH
Manhole
EX. 8"W
STA. 1+20 f
CONNECT TO
EX. 8" WATER
UNE 'F'
EX. CONCRETE I 1
CHANNEL
S89'21 "23"E 3
1X
7
FP51.15 INSTAL
n
0
�ST�Al+13.72 & 0+98.36
INSTALL:
2-8" 90' NOR2. BENDS
6
FPr 5
Q
M
A
WATER
EX. 8"
CAU770N! i 1
UNDERGROUND &
OVERHEAD U77U77ES
WATER
CURVE DATA
DELTA
NUM
DELTA
ARC
RADIUS
Cl
43'40'55"
423.13'
555.00'
C2
26'07'18"
157.39'
345.23'
C3
31'31'45"
207.15'
376.44'
C4
26'20'11"
105.72'
230.00'
C5
35'35'31"
152.89'
246.12'
C6
11'56'27"
89.61'
430.00'
C7
46'17'01"
266.57'
330.00'
C8
27'21'31"
272.17'
570.00'
C9
86'16'51"
275.58'
183.00'
C10
41'44'32"
305.99'
420.00'
C11
41'10'14"
398.80'
555.00'
1X
7
FP51.15 INSTAL
n
0
�ST�Al+13.72 & 0+98.36
INSTALL:
2-8" 90' NOR2. BENDS
6
FPr 5
Q
M
A
WATER
EX. 8"
CAU770N! i 1
UNDERGROUND &
OVERHEAD U77U77ES
3
FP51.5
0a 4
2 FP51.7
a
1
3
FP51.4
BLOCK B >
1X
1
STA 2+57.28
INSTALL -
1 -8'x6" 7EE 2
1- 8' VALVE FP51.4
1- 6" VALVE
1- FN
5.0' 1
16
FP50.4
1
FP51.2
�4
2
FP51.5
N
STA 6+16.06 UN 8
CONST x
STA 4' DIA
TOP RIM = 501.7
r
/ FP49.6
2+84.43
zoo sTAll:
/ 4-8" 45' VERT. 8 5�
f / STA 2+48.00
0+00 UNE '8'
INSTALL-
/ 1-8'x8' TEE
/ 2- 8" VALVES
1X
l
+
1 sr8
ST 0t-SEN� WV 45
lip
Xy�0
bio
10
FP5f.6
CP+ pp j
STA 5+12.23 17
4-8" 45' T. BENDS FP50.4
12
FFP -50.6
13 N
FP50.4 4
�G
G �
14 55
F 51.1
STA 3+33.50 UNE Al
CONST.
15 STD. CLEANOUT
FP51.1 TOP RIM - 5
STA .9+51.4 LINE B
CONST.
STD. CLEANO
TOP RIM
4
FP50. D
i
'P01�j STA 5+Y 8�1.4V3�
INSTALL:
1-8'7!6" TEE
t- FN u,-t�
1\
FP50.6
STA 8+65.70 UNE A
= STA 0+00 Li E A-1
STD. 4' DIA MANHOLE S
TOP RIM = 01.7
/ 40
.X
# 0o " .0.
0
4�
STA +43.00
1N ALL:
4-8" 45' VERT. BENDS
6
FP49.6
BLOCK C
5
FP49.2
Z,.000
WE
16 --
FP51.2
SANITARY SEWER CURVE DATA
NUM
DELTA
ARC
RADIUS
C1
23'42'42"
206.92'
500.00'
C2
30'58'20"
175.81'
325.23'
C3
31'28'34"
195.82'
356.44'
C4
19'32'45"
196.15'
575.00'
C5
21'37'29"
217.02'
575.00'
C6
13'38'17"
95.21'
400.00'
C7
25'50'41"
157.88'
350.00'
C8
29'03'08"
177.47'
350.00'
C9
11'27'51"
80.03'
400.00'
C10
24`10'38"
232.08'
550.00'
C11
25'02'14"
152.94'
350.00'
C12
21'14'46"
129.79'
350.00'
C13
---SO 41'44"
187.51'
350.00'
3
FP51.5
0a 4
2 FP51.7
a
1
3
FP51.4
BLOCK B >
1X
1
STA 2+57.28
INSTALL -
1 -8'x6" 7EE 2
1- 8' VALVE FP51.4
1- 6" VALVE
1- FN
5.0' 1
16
FP50.4
1
FP51.2
�4
2
FP51.5
N
STA 6+16.06 UN 8
CONST x
STA 4' DIA
TOP RIM = 501.7
r
/ FP49.6
2+84.43
zoo sTAll:
/ 4-8" 45' VERT. 8 5�
f / STA 2+48.00
0+00 UNE '8'
INSTALL-
/ 1-8'x8' TEE
/ 2- 8" VALVES
1X
l
+
1 sr8
ST 0t-SEN� WV 45
lip
Xy�0
bio
10
FP5f.6
CP+ pp j
STA 5+12.23 17
4-8" 45' T. BENDS FP50.4
12
FFP -50.6
13 N
FP50.4 4
�G
G �
14 55
F 51.1
STA 3+33.50 UNE Al
CONST.
15 STD. CLEANOUT
FP51.1 TOP RIM - 5
STA .9+51.4 LINE B
CONST.
STD. CLEANO
TOP RIM
4
FP50. D
i
'P01�j STA 5+Y 8�1.4V3�
INSTALL:
1-8'7!6" TEE
t- FN u,-t�
1\
FP50.6
STA 8+65.70 UNE A
= STA 0+00 Li E A-1
STD. 4' DIA MANHOLE S
TOP RIM = 01.7
/ 40
.X
# 0o " .0.
0
4�
STA +43.00
1N ALL:
4-8" 45' VERT. BENDS
6
FP49.6
BLOCK C
5
FP49.2
Z,.000
WE
16 --
FP51.2
m
5
Z
FP51. f
DESIGN
f
DATE
PRIVATE
NOTES
)RAIN
o
SYSTEM
-
INSTALL
11--50'
-63.00 UNE 'A'=
'C'
15 , N
Z
BLOCK A
4
FP51.2
FP51.7
1- FN
3
FP51.5
0a 4
2 FP51.7
a
1
3
FP51.4
BLOCK B >
1X
1
STA 2+57.28
INSTALL -
1 -8'x6" 7EE 2
1- 8' VALVE FP51.4
1- 6" VALVE
1- FN
5.0' 1
16
FP50.4
1
FP51.2
�4
2
FP51.5
N
STA 6+16.06 UN 8
CONST x
STA 4' DIA
TOP RIM = 501.7
r
/ FP49.6
2+84.43
zoo sTAll:
/ 4-8" 45' VERT. 8 5�
f / STA 2+48.00
0+00 UNE '8'
INSTALL-
/ 1-8'x8' TEE
/ 2- 8" VALVES
1X
l
+
1 sr8
ST 0t-SEN� WV 45
lip
Xy�0
bio
10
FP5f.6
CP+ pp j
STA 5+12.23 17
4-8" 45' T. BENDS FP50.4
12
FFP -50.6
13 N
FP50.4 4
�G
G �
14 55
F 51.1
STA 3+33.50 UNE Al
CONST.
15 STD. CLEANOUT
FP51.1 TOP RIM - 5
STA .9+51.4 LINE B
CONST.
STD. CLEANO
TOP RIM
4
FP50. D
i
'P01�j STA 5+Y 8�1.4V3�
INSTALL:
1-8'7!6" TEE
t- FN u,-t�
1\
FP50.6
STA 8+65.70 UNE A
= STA 0+00 Li E A-1
STD. 4' DIA MANHOLE S
TOP RIM = 01.7
/ 40
.X
# 0o " .0.
0
4�
STA +43.00
1N ALL:
4-8" 45' VERT. BENDS
6
FP49.6
BLOCK C
5
FP49.2
Z,.000
WE
16 --
FP51.2
j
BLOCKS A, B, C & D
COPPELL DALLAS COUNTY TEXAS
FP50.1
DESIGN
f
DATE
STA 9+26.94
NOTES
PROJECT
o
K&A
-
INSTALL
11--50'
-63.00 UNE 'A'=
'C'
15 , N
14
FP50.5
1-8'x6" TEE
1- 6" VALVE
•37.06 LINE
FP51.2
1- FN
'' 7EE
,VAL
STA 24+85.88
-STA 8+19.8 U E 'C'
INSTALL -
1 -8')(80 7EE
- uAL
TA 9+77.98
END UNE 'C-2"
AW PLUG
TA 10+61.86 PT
STA 2+2T CONST.
CONSTRUCT S C oUT
7 8"SS - LINE A
FP51.6 8
9
P51. fl
10
FP50.2
PROPOSED RETAINING_ WALL
�L\
11
FP50.0
f
SAN 2 2 2013
IN
THIS DOCUMENT IS RELEASED FOR
INTERIM REVIEW UNDER AUTHORITY
OF L. Lynn Kadleck, P.E. 47258
Date: December 31, 2013
PREPARED BY
KADLECK & ASSOCIATES
ENGINEERING > PLANNING SURVEYING
2000 N. CENTRAL EXPY. SUITE 113
(972) 881-0771 PLAO, TX 75074
TBPE Re . No. F-64613 PLS Re . No. 100555-00
WATER do SANITARY SEWER PLAN
BLACKBERRY FARM ADDITION
BLOCKS A, B, C & D
COPPELL DALLAS COUNTY TEXAS
DEVELOPER: BLACKBERRY FARM, LLC
DESIGN
DRAWN
DATE
SCALE
NOTES
PROJECT
K&A
K&A
DEC. 1
11--50'
#10542