Blackberry Farm- PN140130 (5)U
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LEGEND
FIR
Found Iron Rod
SIR
Set Iron Rod
UP
Utility Pole
LP
Light Pole
FH
Fire Hydrant
Wlvl
n %7E
WV
Water Valve
O
Sanitary Sewer
\
Manhole
79.41'
75.00'
C5
30'00'00"
�
75.00'
7
30'00'00"
39.27'
75.00'
C7
16'32'06"
21.64'
75.00'
8"W
`
--
k !
CONNECT TO
6
No Scale
EX. 8" WATER
FP51.15
VICINITY MAP
l!:
'LAT Al -r
_
PVG STA. 3+78.65
j
CONST. 10'
RB INLET
EX. CONCRETE
?
TOP 449.80
fZ 445.80
CHANNEL
5
j
i
FP5T I
--�-� -- -- "`
PRIVATE DRAINAGE
SYSTEM
CONCM
FROM _ _LO;;S Na
i
j
SCALE: 1"=50'
0 25
50 100
i
i
i
LEGEND
FIR
Found Iron Rod
SIR
Set Iron Rod
UP
Utility Pole
LP
Light Pole
FH
Fire Hydrant
Wlvl
Water Meter
WV
Water Valve
SS
Sanitary Sewer
MH
Manhole
STA 0+00 I•_I 4
C CONST ( FP51.7
c1
- _ - BEGIN 48' RCP
FL 441.02
30"SS
CONNECT TO
MANHOLE S
T
t
STORM SEWER
i
i
i
SHEET
ix
DELTA
CONNECT TO
MANHOLE S
T
t
CITY BM #104
Square cut on concrete sidewalk on bridge crossing a
drainage channel on the south side of Sandy Lake Road
125'± feet east of and 51'± south of the intersection
of Sandy Lake Road and Kimbel Kourt.
Elevation 449.38
TBM#1
Square cut on top of curb at median nose in centerline
Sandy Lake Road, west side of entrance to project,
approximately 1100 feet east of Kimbel Kourt.
Elevation 449.25
TBM#2
Top of a found 1/2 inch iron rod at the northeast
corner of the subject property.
Elevation 444.80
3
FP51.5
MATCH
STORM SEWER
CURVE DATA
SHEET
NUM
DELTA
ARC
RADIUS
C1
15'34'54"
40.79'
150.00'
C2
19'04'04"
85.24'
256.12'
C3
11'3557"
93.28'
460.75'
C4
60'39'40"
79.41'
75.00'
C5
30'00'00"
39.27'
75.00'
C6
30'00'00"
39.27'
75.00'
C7
16'32'06"
21.64'
75.00'
CITY BM #104
Square cut on concrete sidewalk on bridge crossing a
drainage channel on the south side of Sandy Lake Road
125'± feet east of and 51'± south of the intersection
of Sandy Lake Road and Kimbel Kourt.
Elevation 449.38
TBM#1
Square cut on top of curb at median nose in centerline
Sandy Lake Road, west side of entrance to project,
approximately 1100 feet east of Kimbel Kourt.
Elevation 449.25
TBM#2
Top of a found 1/2 inch iron rod at the northeast
corner of the subject property.
Elevation 444.80
3
FP51.5
MATCH
LINE
-- SEE
SHEET
1
fFP51.3 �rq xo?5
7
3' DROP INLET
TOP
449.70
N � 4fi•19�
pc FP51.5
•
CONST. 4'
__
8
ti
sr�' x`w
sx�/ �''s
FP51.8
W
N 0217'45" E
J
9
5
IFP51.6
FP50.5
COt.8o
10'CUNLET
FL0 5?A .7
3
FPSf. 4
FP51.4
10
FP51.6
ix
BLOCK B o,9�
STA 6+15.00
CONST.
3' DROP INLET
TOP
449.70
THROAT FL 4XX.X448.57
•
CONST. 4'
CONC. APRON
ti
sr�' x`w
sx�/ �''s
-N 02'17'45 E 14 \
sTA 4+70.54 Pc FP51 1
15
16 FP5f.1
FP50.4
18
FP50.6
LAT
XX )k -W,
RCP On XA
/ \ STA 2�
PVG. STA. 2+55.70
CONST. 10'
CURB INLET 11
P0 FP50.6
tZ 5.10
12 /FP50.6
13 CO
FP50.4 CURB
TOP 4
FL 44
FIAT. ' -1'
6 18'/
17
FP50.4 ��
PVG STA. 5+52.25CONST '
\
CURB INIL.ET
TOP 409.10 16 ! 14 13
`5. 10 FT -P51.2 � FP50.5 FPSQ f
15
18"x1 WYE
CO
6
7
FP51.6 8
FP5f.2
9
P51.0
CO 10'
B IN
TOP
FL 444.60
10
FP50.2
11
FP50.0
1• 5�r GAF FP49.6
FP51.2 r VG. ST 0+5.43 n. '-
j ISTA 3+36.35 10'
END 30' RCP PVG. STA. -
C INLET � PROPOSED RETAINING WALL
2 11 BEGIN 18' RCP 10' OP .20 5
CURB INLET Opp-
0
FP51.5 STA j+59.7959.79 PT TOP 448.00 FL FP49.2
N 02'17`45" FL. --
"Olz
°.o LAT. 'B-3`
VG. +33.35 6 LF 2 " / FPSo.o 1 Q� ///j/ C- PROP. 100 Yr. FLOOD
kg \,
x18' WYE �/� !kg
1 � CONN.
FP51. N82'51'49 E
STA 2
X18" WYE / 2' PYG STA, 4+11 "--^"'^' 3 STA 0 5149 P ��j j� ST 0+14.57
,BEGIN 21 RCP `
CONN.. f XX 18" CONST. 10-'
INLET
TOP 448.00
FL 444.00XXI
\\ \
FP49.6
STA t STA 0+08.00 BLOCK C
/ CO
END NST. / / \\ o
3' DROP INLET
B N RCP TOP 444.2
/7hwa4T 443.12 ( \\\ \
4 FL 440) X32 �, - / t + 2 \ \
1+44.621 � r
6X18 -\
8 LF 181
CONN.
X.'G
/ / / 1 / \
1 X , , ,', / /
o STA 0+00// C}AVID YERS SURVEY
a^ ; CONST. /�i / //i ABSTRACT NO. 886
j 4'x4' DROP INLET'MP 44Z50
/ f THROAT 446.42
FL 44120
Q CONST 4' / ( ( \
r� CONC. APRON / / / , / / STA 0+93 \ \\
END 18' RCP
} l \\ \
, � � � t � \ �' � FL 434.5 \\\ '----_.--
\ 0
18' RCP ON
1.0 % SLOPE
,9N.
'Y
s ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY
/ / �
\ 2 AND EASEMENT SHALL CONFORM TO
DETAILS (EE GENERAL NOTES)ONSTRUCTION
\ \
THIS DOCUMENT IS RELEASED FOR STORM SEWER PLAN
\ INTERIM REVIEW UNDER AUTHORITY BLACKBERRY FARM ADDITION
\� OF L. Lynn Kodleck, P.E. 47258
\�\ BLOCKS A B C &
Date; December 31, 2013 A. > D-
COPPELLo DALLAS COUNTY TES
PREPARED BY DEVELOPER: BLACKBERRY FARM, LLC
KADLECK & ASSOCIATES DESIGN DRAWN DATE SCALE NOTES PROJEC
ENGINEERING PLANNING SURVEYING
2000 N. CENTRAL EXPRESSWAY SUITE 113
(972) 881-0771 75074 K&4 K&4 9010: 11.3 1 "-100' #1054A'
TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00