30946-dams-02access.tarrantcounty.com/content/dam/main/purchasing/bids and rf… · comm. no. date...
TRANSCRIPT
COMM. NO.
DATE
DRAWN
CHECKED
07/24/15
848
REVISIONS:
ADJUST ACCORDINGLY.
CHECK SCALE AND
ON ORIGINAL DRAWING.
LENGTH
BAR IS ONE INCH IN
ONE INCH
FA
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PH
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0946-D
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4/2
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SPACES
NEW PARKING
31 PROPOSED
SPACES
NEW PARKING
60 PROPOSED
NE
W
EXIS
TIN
G
NEW
EXISTING
NEW
EXISTING
1
1
1
1
1
1
1
1
1
22
2
2
2
2
2
2
2
2
62'-6"
62'-6"
63'-0"
3
4
3
EXISTING
NEW
600
600
600
600
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640 6
40
640
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640
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660
660
TVLT
11"
SIGN
EB
PP
PPPP
GW
PP
GW
PP
GW
LP
LP
SSCO
EB
FH
SS
CO
SSCO
ICV
LP
EB
GL GL
GL
GL
GLGL
ICVICV
LP
LP
GL
LP
SIGN
LP
SSCO
ICV
ICV
EB
EB
GL
GLGL
GL
GL
GL
GL
ICV
EB
GL
GLWM
GL
GL
GL
GL
FSC
ICV
WMFH
WV
SIGN
GL
GL
LP
LP
LP
LP
LP
SSCO
GL
SSCO
FH
WM
WM
ICV
ICV
TS
TSTS
TS
TS
LP
ICV
LP
LP
LP
LP
LP
GL
GL
GL
EB
GL
GL
GL
GL
GL
LP
ICV
ICV
LP
ICV
ICV GL
GL
GL
GL
SSCO
SSMH
SSMH
SSMH
WVWV
WV
FH
SIGN
WMICVTS
SSCO
SIGN
SSMH
WM
LP2
ICV
ICV
ICV
EB
LP2
TS
GV
SSCO
WM
WM
WM
TL
MB
SSMH
SS
CO
ALARM
SSCO
ICV
ICV
SIGN
LP
LP
LP
LP
LP
SIGN
ICV
ICV
ICV
EB
LP
LP
LP
LP
LP
LP
PP
YH
YH
12"ERC
12"ERCYH
12"ERC
12"ERC
YH
8"LO
10"ERC YH
12"ERC
YH
ERC
YH
12"ERC
YP
10"LO
9"ERC
11" ERC YH
7"ERC
12"ERC
6-5"YH
8"P
5"P
5"P
6"P
6"BO
7"BO
6"BO
6"BO
8"CP
8"CP
2"CP4"CP
3"CP
6"CP
7"CP9"CP
11"CP
12"CPCM
7"CP
9"CP
11"CP
10"CP
12"LO
10"LO
16"LO
12"LO
11"LO
6"LO
11"LO
7"LO
6"LO
7"LO
4"LO
4"LO
4"LO
9"LO
6"JBP
6"JBP 6"JBP
6"JBP
6"JBP
12"LO
9"LO
7"LO
12"LO
15"LO
18"LO
14"LO
YH
7"LO
8"LO
9"LO
8"LO
6"LO
8"LO
LO
10"LO
10"LO
12"LO
8"CE
CM
YH
8"ERC
YH
YH
YH
YH
YH
6"ERC
5"JBP
8"JBP
YH
YH
9'
69.9'
'
7'
6.8'
7'
6.8'
29.1'
43.9'
8'
64.3'
RE
CES
SE
D
WA
LK
WA
Y 11.7'
3.3'
8'
3.4'
7.6'
2.2'
3.1'
39.9'
28'
27.9'
8.1'
70.8'
70.7'
43.9'
7.1'
6.7'7.1'
6.7'29'8
'
8.8'
36.5'
36.8'
40.1'
51.4'
28.1'
28.6'
36.6'
51.6'
27.1' 3
6.7'
69.4'
27.9'
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GR
AS
S
GRASS
GRASS
GRASS
GRASS
1 SP
AC
E
1 SP
AC
E
H/C SIG
N
1 SP
AC
E
1 SP
AC
E
1 SP
AC
E
8 SP
ACES
4
SP
AC
ES
19
SP
AC
ES
2 SPACES
10 SPACES
14 SPACES
7 SPACES
13 SPACES
PAVESTONE
GRASS
GRASS
9
SP
AC
ES
GW
PP
1.3'
22.3'
1.8'
1.3' DIA.
22.3' 1.3'
(4)SSCO
H/C SIG
N
H/C SIG
N
(4)SSCO(3) SSCO
(5)SSCO
RAILROAD
SSCO
7"LO
WATER GATE VALVE
NUT:602.38
2.8'
2'
2.8'
SIG
N
H/C
SIG
N
H/C
LP
PP
2.9'
2.9'
2'
WATER VALVE
VAULT
WATER GATE VALVE
NUT:609.39
WATER GATE VALVE
NUT:609.03
GAS VALVE
NUT:608.52
SSMH
SSMH
GRASS
WA
TE
R (P98-002)
6"
UN
KN
OW
N
2-2" SERV WATER
(P98-002)
2" PVC SLEEVE
7.5'
6.5'
BRICK
WATER VAULT
WATER VAULT
GL
GL
1100 BROAD STREET
3-STORY BRICK
(86' R.O.W.)EAST BROAD STREET
(CALLED 100' R.O.W.)
SOUTHERN PACIFIC RAILROAD
3 SPACES
3 SPACES
3 SPACES
8 SPACES
16
SP
AC
ES
27
SP
AC
ES
(P98-002)
8" UNKOWN WATER
600
600
610
610
610
610
620
TVLT
11"
SIGN
EB
PP
PPPP
GW
PP
GW
PP
GW
LP
LP
SSCO
EB
FH
SS
CO
SSCO
ICV
LP
EB
GL GL
GL
GL
GLGL
ICVICV
LP
LP
GL
LP
SIGN
LP
SSCO
ICV
ICV
EB
EB
GL
GLGL
GL
GL
GL
GL
ICV
EB
GL
GLWM
GL
GL
GL
GL
FSC
ICV
WMFH
WV
SIGN
GL
GL
LP
LP
LP
LP
LP
SSCO
GL
SSCO
FH
WM
WM
ICV
ICV
TS
TSTS
TS
TS
LP
ICV
LP
LP
LP
LP
LP
GL
GL
GL
EB
GL
GL
GL
GL
GL
LP
ICV
ICV
LP
ICV
ICV GL
GL
GL
GL
SSCO
SSMH
SSMH
SSMH
WVWV
WV
FH
SIGN
WMICVTS
SSCO
SIGN
SSMH
WM
LP2
ICV
ICV
ICV
EB
LP2
TS
GV
SSCO
WM
WM
WM
TL
MB
SSMH
SS
CO
ALARM
SSCO
ICV
ICV
SIGN
LP
LP
LP
LP
LP
SIGN
ICV
ICV
ICV
EB
LP
LP
LP
LP
LP
LP
PP
YH
YH
12"ERC
12"ERCYH
12"ERC
12"ERC
YH
8"LO
10"ERC YH
12"ERC
YH
ERC
YH
12"ERC
YP
10"LO
9"ERC
11" ERC YH
7"ERC
12"ERC
6-5"YH
8"P
5"P
5"P
6"P
6"BO
7"BO
6"BO
6"BO
8"CP
8"CP
2"CP4"CP
3"CP
6"CP
7"CP9"CP
11"CP
12"CPCM
7"CP
9"CP
11"CP
10"CP
12"LO
10"LO
16"LO
12"LO
11"LO
6"LO
11"LO
7"LO
6"LO
7"LO
4"LO
4"LO
4"LO
9"LO
6"JBP
6"JBP 6"JBP
6"JBP
6"JBP
12"LO
9"LO
7"LO
12"LO
15"LO
18"LO
14"LO
YH
7"LO
8"LO
9"LO
8"LO
6"LO
8"LO
LO
10"LO
10"LO
12"LO
8"CE
CM
YH
8"ERC
YH
YH
YH
YH
YH
6"ERC
5"JBP
8"JBP
YH
YH
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GR
AS
S
GRASS
GRASS
GRASS
GRASS
1 SP
AC
E
1 SP
AC
E
H/C SIG
N
1 SP
AC
E
1 SP
AC
E
1 SP
AC
E
8 SP
ACES
4
SP
AC
ES
19
SP
AC
ES
2 SPACES
10 SPACES
14 SPACES
7 SPACES
13 SPACES
GRASS
GRASS
9
SP
AC
ES
GW
PP
(4)SSCO
H/C SIG
N
H/C SIG
N
(4)SSCO(3) SSCO
(5)SSCO
RAILROAD
SSCO
7"LO
SIG
N
H/C
SIG
N
H/C
LP
PP
WATER VALVE
VAULT
SSMH
SSMH
GRASS
WA
TE
R (P98-002)
6"
UN
KN
OW
N
2-2" SERV WATER
(P98-002)
2" PVC SLEEVE
BRICK
WATER VAULT
WATER VAULT
GL
GL
1100 BROAD STREET
3-STORY BRICK
(86' R.O.W.)EAST BROAD STREET
(CALLED 100' R.O.W.)
SOUTHERN PACIFIC RAILROAD
3 SPACES
3 SPACES
3 SPACES
8 SPACES
16
SP
AC
ES
27
SP
AC
ES
(P98-002)
8" UNKOWN WATER
24" RCP
24"
RCP
24" RCP
24"
RCP
24" RCP
24"
RCP
93682
BENJAMIN L. McGAHEY
Associates, Texas 76137. Texas Firm NO. F-312
copy of this drawing is on file athe offices of Halff
under the Texas Engineering Practice Act. The record
notification to the responsible engineer is an offence
Alteration of a sealed document without proper
by Benjamin L. McGahey, PE, # 93682 on 09-16-2015.
The seal appearing on this document was authorized
24" RCP
24"
RCP
TVLT
11"
SIGN
EB
PP
PPPP
GW
PP
GW
PP
GW
LP
LP
SSCO
EB
FH
SS
CO
SSCO
ICV
LP
EB
GL GL
GL
GL
GLGL
ICVICV
LP
LP
GL
LP
SIGN
LP
SSCO
ICV
ICV
EB
EB
GL
GLGL
GL
GL
GL
GL
ICV
EB
GL
GLWM
GL
GL
GL
GL
FSC
ICV
WMFH
WV
SIGN
GL
GL
LP
LP
LP
LP
LP
SSCO
GL
SSCO
FH
WM
WM
ICV
ICV
TS
TSTS
TS
TS
LP
ICV
LP
LP
LP
LP
LP
GL
GL
GL
EB
GL
GL
GL
GL
GL
LP
ICV
ICV
LP
ICV
ICV GL
GL
GL
GL
SSCO
SSMH
SSMH
SSMH
WVWV
WV
FH
SIGN
WMICVTS
SSCO
SIGN
SSMH
WM
LP2
ICV
ICV
ICV
EB
LP2
TS
GV
SSCO
WM
WM
WM
TL
MB
SSMH
SS
CO
ALARM
SSCO
ICV
ICV
SIGN
LP
LP
LP
LP
LP
SIGN
ICV
ICV
ICV
EB
LP
LP
LP
LP
LP
LP
PP
YH
YH
12"ERC
12"ERCYH
12"ERC
12"ERC
YH
8"LO
10"ERC YH
12"ERC
YH
ERC
YH
12"ERC
YP
10"LO
9"ERC
11" ERC YH
7"ERC
12"ERC
6-5"YH
8"P
5"P
5"P
6"P
6"BO
7"BO
6"BO
6"BO
8"CP
8"CP
2"CP4"CP
3"CP
6"CP
7"CP9"CP
11"CP
12"CPCM
7"CP
9"CP
11"CP
10"CP
12"LO
10"LO
16"LO
12"LO
11"LO
6"LO
11"LO
7"LO
6"LO
7"LO
4"LO
4"LO
4"LO
9"LO
6"JBP
6"JBP 6"JBP
6"JBP
6"JBP
12"LO
9"LO
7"LO
12"LO
15"LO
18"LO
14"LO
YH
7"LO
8"LO
9"LO
8"LO
6"LO
8"LO
LO
10"LO
10"LO
12"LO
8"CE
CM
YH
8"ERC
YH
YH
YH
YH
YH
6"ERC
5"JBP
8"JBP
YH
YH
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GR
AS
S
GRASS
GRASS
GRASS
GRASS
1 SP
AC
E
1 SP
AC
E
H/C SIG
N
1 SP
AC
E
1 SP
AC
E
1 SP
AC
E
8 SP
ACES
4
SP
AC
ES
19
SP
AC
ES
2 SPACES
10 SPACES
14 SPACES
7 SPACES
13 SPACES
GRASS
GRASS
9
SP
AC
ES
GW
PP
(4)SSCO
H/C SIG
N
H/C SIG
N
(4)SSCO(3) SSCO
(5)SSCO
RAILROAD
SSCO
7"LO
SIG
N
H/C
SIG
N
H/C
LP
PP
WATER VALVE
VAULT
SSMH
SSMH
GRASS
WA
TE
R (P98-002)
6"
UN
KN
OW
N
2-2" SERV WATER
(P98-002)
2" PVC SLEEVE
BRICK
WATER VAULT
WATER VAULT
GL
GL
1100 BROAD STREET
3-STORY BRICK
(86' R.O.W.)EAST BROAD STREET
(CALLED 100' R.O.W.)
SOUTHERN PACIFIC RAILROAD
3 SPACES
3 SPACES
3 SPACES
8 SPACES
16
SP
AC
ES
27
SP
AC
ES
(P98-002)
8" UNKOWN WATER
600
600
610
610
610
610
620
4003002001000
SCALE: 1"=200'
200150100500
SCALE: 1"=100'
N
N
E BROAD ST
HIL
LC
RES
T
ST
HA
MIL S
T E DALLAS
ST
LIV
E
OA
K
DR
KAY LYNN
ST
S
WIL
LO
W
ST
E DALLAS ST
STELL AVE
KIN
GS
WA
Y
DR
QUEE
NS CT
AR
LIN
GT
ON S
T
BIS
HOP
DR
KAY LYNN
ST
STELL AVE
DAYTON ST
S
WIL
LO
W
ST
LIV
E
OA
K
DR
HIL
LC
RES
T S
T
KIN
GS
WA
Y
DR
S
WIS
TE
RIA
ST
S
WIS
TE
RIA
ST
FORT WORTH
ST
MC
KO
WN
DR
S
WA
LN
UT
CREE
K
DR
CIR
CLE
VIE
W
DR
MEADOWVIEW
DR
PRAIRI
E VI
EW DR
DAYTON ST
E BROAD
ST
SOUTHERN PACIFIC RAILROAD
SOUTHERN PACIFIC RAILROAD
E BROAD ST
SOUTHERN PACIFIC RAILROAD
SOUTHERN PACIFIC RAILROAD
E BROAD ST
N
200150100500
SCALE: 1"=100'
DRAINAGE AREA MAP
POST-DEVELOPMENT
DRAINAGE AREA MAP
PRE-DEVELOPMENT
Notes:
dated January 18, 2002. Areas were not altered from record drawings.
1. Drainage areas taken from Tarrant County Sub-Courthouse Record Drawings (SD 02-001)
C1FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
AREA MAP
DRAINAGE
DRAINAGE AREA NO.
ACRESDRAINAGE AREA "C" FACTOR
2.70.80
A4
3.30.90
C*
3.10.90
A8
1.00.80
A61.40.80
A5
3.40.80
D
0.70.90
A93.30.90
C
128.40.50
B
3.40.80
D
3.10.90
A8
1.00.80
A6
1.40.80
A5
2.70.80
A4
0.70.90
A9
3.30.90
C
3.30.90
C
3.40.80
D
3.30.90
C 3.30.90
C*
0.70.90
A9
1.20.90
A8
2.80.80
A61.00.80
A5
2.50.80
A4
INLET
10' CURB
INLET
10' CURB
2-8'x5' RCB
INLET
15' CURB
CH
AN
NE
L
INLET
10' CURB
FLUME
CONCRETE
8'x4' RCB
PIPED TO CHANNEL
* ROOF DRAINS
8'x4' RCB
PIPED TO CHANNEL
* ROOF DRAINS
INLET
10' CURB
FLUME
CONCRETE
INLET
15' CURB
CH
AN
NE
L
2-8'x5' RCB
INLET
10' CURB INLET
10' CURB
COMM. NO.
DATE
DRAWN
CHECKED
07/24/15
848
REVISIONS:
ADJUST ACCORDINGLY.
CHECK SCALE AND
ON ORIGINAL DRAWING.
LENGTH
BAR IS ONE INCH IN
ONE INCH
PE
RMIT
TIN
G,
OR
CO
NS
TR
UC
TIO
N
NO
T
FO
R
RE
GU
LA
TO
RY
AP
PR
OV
AL,
MIC
HA
EL
E.
BA
RN
AR
D,
AR
CHIT
EC
T
THIS
DR
AWIN
G IS IS
SU
ED
BY
FA
X (817) 265-1582
PH
ON
E (817) 265-1510
AR
LIN
GT
ON,
TE
XA
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6012
SUIT
E 300
1106
W.
RA
ND
OL
MIL
L
RO
AD
W
WW.L
BL
AR
CHIT
EC
TS.C
OM
TA
RR
AN
T C
OU
NT
Y S
UB-C
OU
RT
HO
US
E I
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MA
NS
FIE
LD
1100
BR
OA
D
ST
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NS
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DDITIO
N
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AK
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777
FT
W...\
HA
LFF_
MO
N_P
EN
TA
BLE.T
BL
PD
F_2
D_
MO
N_F
W_
MR
_1200.plt
Sheet
I:\3
0000s\3
0946\C
AD
D\S
heets
FT
W\3
0946-D
AM
S-0
3.d
gn
HA
LFF
ah1030
10:4
6:1
6 A
M9/2
4/2
015
93682
BENJAMIN L. McGAHEY
Associates, Texas 76137. Texas Firm NO. F-312
copy of this drawing is on file athe offices of Halff
under the Texas Engineering Practice Act. The record
notification to the responsible engineer is an offence
Alteration of a sealed document without proper
by Benjamin L. McGahey, PE, # 93682 on 09-16-2015.
The seal appearing on this document was authorized
CALCULATIONS INLETON-GRADE
Inlet AreaDrainage SlopeCrown Long SlopeCross ofDepth ofSpread Equivalent Manning's 25-year 25-year 100-year Right- 100-year Length Actual Inlet 25-year 100-year
Pavementof Slope Gutterof Flow Flow SlopeCross Street coefficient 25-year 25-year Carryover Total 100-year 100-year Carryover of-Way Total Design Required Provided Efficiency Capacity Carryover Carryover
Design Inlet Area Area Runoff TimeConc. "Sx" "S" "S'x" "Yo" "T" a W "Sw" "Eo" "Se" Section pavementfor Intensity Runoff Flow QGutter Intensity Runoff Flow Capacity QGutter Storm "T"L "L"Length TL/L "E" "Qi" Flow Flow
Point No. No. (acres) "c" (min) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) (ft) (ft) (ft/ft) (type) "n" (in/hr) (cfs) (cfs) (cfs) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft) (ft) (cfs) (cfs)"q" (cfs)"q" Comments
1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
1 A-5 1 0.8 10 0.02 0.0118 0.1817 0.37 18.41 0.33 1.83 0.20 0.39 0.0905 Straight 0.016 7.55 6.04 7.28 13.32 9.25 7.40 11.08 101.31 18.49 25 23.75 10.00 0.42 0.63 8.34 4.98 10.15
2 A-6 2.8 0.8 10 0.02 0.0100 0.1803 0.42 20.77 0.33 1.83 0.20 0.34 0.0808 Straight 0.016 7.55 16.91 16.91 9.25 20.72 93.26 20.72 25 26.74 10.00 0.37 0.57 9.64 7.28 11.08
COMPUTATIONS AREA DRAINAGEPRE-DEVELOPMENT
DRAINAGE RUNOFF AREA TOTAL OFTIME INTENSITY DISCHARGE INTENSITY DISCHARGE INTENSITY DISCHARGE
AREA COEF. "A" "CA" CONC. 5yrI 5yrQ 25yrI 25yrQ 100yrI 100yrQ COMMENTS
ID "C" (ACRES) (MIN) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS)
1 2 3 4 5 6 7 8 9 10 11 12
A-4 0.80 2.7 2.2 10 5.74 12.4 7.55 16.3 9.24 20.0 Street Broad in Inlet Curb Sag15'
A-5 0.80 1.4 1.1 10 5.74 6.4 7.55 8.5 9.24 10.4 Street Broad in Inlets Grade On2-10'
A-6 0.80 1.0 0.8 10 5.74 4.6 7.55 6.0 9.24 7.4
A-8 0.90 3.1 2.8 10 5.74 16.0 7.55 21.1 9.24 25.8 Lot Parking Rear in Inlet Curb Sag10'
A-9 0.90 0.7 0.6 10 5.74 3.6 7.55 4.8 9.24 5.8 Corner Southwest at FlumeConcrete
B 0.50 128.4 64.2 15 4.86 312 6.46 415 7.98 512 RR under Culvert Box 8'x4'Existing
C 0.90 3.3 3.0 10 5.74 17.1 7.55 22.4 9.24 27.5 Line Property West on ChannelConcrete
D 0.80 3.4 2.7 10 5.74 15.6 7.55 20.5 9.24 25.1 Inlets Sag StreetBroad
C B, A-9,A-8, 0.52 135.5 70.5 15 4.86 343 6.46 455 7.98 562 Line Property West on ChannelConcrete
B D, C,A-9,
A-8, A-6, A-5,A-4,0.54 144.0 77.8 15 4.86 378 6.46 502 7.98 620
Street
Broad under Culverts Box 2-8'x5'Existing
Notes:
drawings. record from altered not were Areas 2002. 18, January dated 02-001) (SD Drawings Record Sub-Courthouse County Tarrant from taken areas Drainage1.
values. A Appendix iSWM to revised Intensities2.
2.1.4-2 Table in provided values recommendediSWM
exceed or meet values These greater. or 0.80 of coeficient runoff a having Areas Drainage existing to confined are areas impervious New flows. design orignal increase not does expansion lot parking Proposed3.
COMPUTATIONS AREA DRAINAGEPOST-DEVELOPMENT
DRAINAGE RUNOFF AREA TOTAL OFTIME INTENSITY DISCHARGE INTENSITY DISCHARGE INTENSITY DISCHARGE
AREA COEF. "A" "CA" CONC. 5yrI 5yrQ 25yrI 25yrQ 100yrI 100yrQ COMMENTS
ID "C" (ACRES) (MIN) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS)
1 2 3 4 5 6 7 8 9 10 11 12
A-4 0.80 2.5 2.0 10 5.74 11.5 7.55 15.1 9.24 18.5 Street Broad in Inlet Curb Sag15'
A-5 0.80 1.0 0.8 10 5.74 4.6 7.55 6.0 9.24 7.4 Street Broad in Inlets Grade On2-10'
A-6 0.80 2.8 2.2 10 5.74 12.9 7.55 16.9 9.24 20.7
A-8 0.90 1.2 1.1 10 5.74 6.2 7.55 8.2 9.24 10.0 Lot Parking Rear in Inlet Curb Sag10'
A-9 0.90 0.7 0.6 10 5.74 3.6 7.55 4.8 9.24 5.8 Corner Southwest at FlumeConcrete
B 0.50 128.4 64.2 15 4.86 312 6.46 415 7.98 512 RR under Culvert Box 8'x4'Existing
C 0.90 3.3 3.0 10 5.74 17.1 7.55 22.4 9.24 27.5 Line Property West on ChannelConcrete
D 0.80 3.4 2.7 10 5.74 15.6 7.55 20.5 9.24 25.1 Inlets Sag StreetBroad
C B, A-9,A-8, 0.52 133.6 69.5 15 4.86 338 6.46 449 7.98 554 Line Property West on ChannelConcrete
B D, C,A-9,
A-8, A-6, A-5,A-4,0.54 143.3 77.4 15 4.86 376 6.46 500 7.98 617
Street
Broad under Culverts Box 2-8'x5'Existing
CALCULATIONS INLETSAG
Inlet AreaDrainageManning's SlopeCrown Long 100-year Right- 100-year Depth ofDepth WidthLateral Flow ofDepth ofCapacity ofLength ofCapacity 100-year Q100%
coefficient Pavementof Slope 100-year 100-year Carryover of-Way Total Flowof Depression Depressionof Openingat Inlet Inlet Inlet Carryover Captured
Design Inlet Area Area Runoff TimeConc. pavementfor "Sx" "S" Intensity Runoff Flow Capacity QGutter "Yo" d W "Y" Q/L L Q Flow
Point No. No. (acres) "c" (min) "n" (ft/ft) (ft/ft) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft) (ft) (ft) (ft) (cfs/ft) (ft) (cfs) (cfs)"q" (%) Comments
1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 17 18 19 20 21 22 23 24
3 A-4 2.50 0.80 10.00 0.02 0.02 0.01 9.24 18.49 10.15 65.95 28.63 0.58 0.33 1.83 0.91 1.12 15.00 18.41 10.22 0.64
CHANNEL
THE AT PROVIDED IS FLOWS 100-YRFOR
OVERFLOW POSSITIVE ABOVE. 3 NOTESEE
C2FAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
CALCULATIONS
INLET
COMM. NO.
DATE
DRAWN
CHECKED
848
REVISIONS:
ADJUST ACCORDINGLY.
CHECK SCALE AND
ON ORIGINAL DRAWING.
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8" PVC SANITARY
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(P98-002)8" P
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8" PVC SLEEVE SANITARY
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8" PVC SANITARY
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10" PVC SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)
8" PVC SANITARY
TBPE FIRM #F-312
1201 NORTH BOWSER, RICHARDSON, TEXAS 75081.
DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC.,
CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS
IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE,
NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
BY JONATHAN H. WEST, R.L.A. #2628 ON 10/05/2015.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
62 2
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BRICK
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1100 BROAD STREET
3-STORY BRICK
EXISTING
(86' R.O.W.)EAST BROAD STREET
(CALLED 100' R.O.W.)
SOUTHERN PACIFIC RAILROAD
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10/05/15
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
T1
MITIGATION
AND
TREE SURVEY
N
604530150
SCALE: 1"=30'
KMW
JHW
001
002
003
004
005
006
007
008
010
009
011
012013
014
015
016
017
018
019
020
021
022
023
024
027
026
025
030
028
029
033
032
031
036
035
034
037
038
039
040
041
043
042
045
050
051
054
053
055
057
056
058
059
061
060
062
063
065
064
066
067
069
068
071
070
072
073
074
075
076
077
078
079
080
087
086
085
084
083
082
081
093
088
089
092
090
091
095
096
094
097
098
123
124
100
099
101
102
103
104
105
106
107
108
109
111
110
114
115
113
112
116
117
118
120
119
121
122
E BROAD ST.
COURTHOUSE
TARRANT COUNTY
CITY HALL
MANSFIELD
SUMMARYTREE
TAG CALIPER NAMECOMMON STATUS MITIGATION COMMENTS
001 10 OakLive Remain 0
002 9 OakLive Remain 0
003 14 OakLive Remain 0
004 11 OakLive Remain 0
005 9 OakLive Remain 0
006 13 OakLive Remain 0
007 15 OakLive Remain 0
008 15 OakLive Remain 0
009 8 Pine Remain 0
010 6 Pine Remain 0 HealthPoor
011 7 Pine Remain 0
012 6 Pine Remain 0
013 6 Pine Remain 0
014 6 Pine Remain 0
015 6 Pine Remain 0
016 9 Pine Remain 0
017 8 Pine Remain 0
018 6 Pine Remain 0
019 7 Pine Remain 0
020 4 Pine Remain 0
021 16 OakLive Remain 0
022 8 HollyYaupon Remain 0
023 8 HollyYaupon Remain 0
024 9 HollyYaupon Remain 0
025 7 Pine Remain 0
026 7 Pine Remain 0
027 7 Pine Remain 0
028 7 HollyYaupon Remain 0
029 6 HollyYaupon Remain 0
030 9 HollyYaupon Remain 0
031 7 Pine Remain 0
032 7 HollyYaupon Remain 0
033 6 HollyYaupon Remain 0
034 9 HollyYaupon Remain 0
035 12 HollyYaupon Remain 0
036 6 Pine Remain 0
037 6 Pine Remain 0
038 6 HollyYaupon Remain 0
039 7 HollyYaupon Remain 0
040 8 Cedar RedEasterm Remain 0
041 9 Cedar RedEasterm Remain 0
042 6 HollyYaupon Remain 0
043 8 HollyYaupon Remove 0
044 14 OakShumard Remove 14
045 8 HollyYaupon Remove 0
046 13 OakShumard Remove 13
047 13 OakShumard Remove 13
048 9 OakShumard Remove 9
049 14 OakShumard Remove 14
050 6 HollyYaupon Remove 0
051 10 HollyYaupon Remove 0
052 14 OakShumard Remove 14
053 7 HollyYaupon Remove 0
054 4 OakLive Remain 0
055 10 OakLive Remain 0
056 8 OakLive Remain 0
057 11 OakLive Remain 0
058 11 OakLive Remain 0
059 12 OakLive Remain 0
060 11 OakLive Remain 0
061 11 OakLive Remain 0
062 11 OakLive Remain 0
063 14 OakLive Remain 0
064 11 OakLive Remain 0
065 12 OakLive Remain 0
066 7 OakLive Remain 0
067 12 OakLive Remain 0
068 11 PistacheChinese Remain 0
069 12 PistacheChinese Remain 0
070 14 PistacheChinese Remain 0
071 13 PistacheChinese Remain 0
072 10 PistacheChinese Remain 0
073 12 PistacheChinese Remain 0
074 6 MyrtleCrape Remain 0
075 12 PistacheChinese Remain 0
076 12 PistacheChinese Remain 0
077 10 PistacheChinese Remain 0
078 10 PistacheChinese Remain 0
079 9 PistacheChinese Remain 0
080 7 PistacheChinese Remain 0
081 4 PistacheChinese Remain 0
082 5 PistacheChinese Remain 0
083 3 PistacheChinese Remain 0
084 6 PistacheChinese Remain 0
085 9 PistacheChinese Remain 0
086 10 PistacheChinese Remain 0 HealthPoor
087 13 PistacheChinese Remain 0
088 7 OakLive Remain 0
089 7 OakLive Remain 0
090 6 OakLive Remain 0
091 8 OakLive Remain 0
092 10 OakLive Remain 0
093 10 OakLive Remain 0
094 13 OakLive Remain 0
095 8 OakLive Remain 0
SUMMARYTREE
TAG CALIPER NAMECOMMON STATUS MITIGATION COMMENTS
096 6 OakLive Remain 0
097 13 OakLive Remain 0
098 13 OakLive Remain 0
099 6 HollyYaupon Remain 0
100 11 Cedar RedEasterm Remain 0
101 9 Cedar RedEasterm Remain 0
102 11 OakLive Remain 0
103 7 HollyYaupon Remain 0
104 9 HollyYaupon Remain 0
105 9 HollyYaupon Remain 0
106 9 HollyYaupon Remain 0
107 11 HollyYaupon Remain 0
108 13 Cedar RedEasterm Remain 0
109 14 Cedar RedEasterm Remain 0
110 11 Cedar RedEasterm Remain 0
111 10 Cedar RedEasterm Remain 0
112 7 HollyYaupon Remain 0
113 11 OakLive Remain 0
114 7 HollyYaupon Remain 0
115 11 Cedar RedEasterm Remain 0
116 11 Cedar RedEasterm Remain 0
117 7 HollyYaupon Remain 0
118 7 HollyYaupon Remain 0
119 10 Cedar RedEasterm Remain 0
120 6 HollyYaupon Remove 0
121 7 HollyYaupon Remain 0
122 13 Cedar RedEasterm Remain 0
123 7 Cedar RedEasterm Remain 0
124 11 Cedar RedEasterm Remain 0
SUMMARYMITIGATION TREESTOTAL CALIPERTOTAL
ON-SITE TREESEXISTING 124 1143
REMAIN TO TREESEXISTING 112 1021
REMOVED BE TO TREESEXISTING 12 122
REQUIRED MITIGATIONTOTAL 77
PROVIDED MITIGATIONTOTAL 77.5
WITH "X" TO BE DEMOLISHED (TYP.)
EXISTING TREE SHOWN
RELOCATE TREE OFFSITE
ALTERNATE BID:
044
RELOCATE TREE OFFSITE
ALTERNATE BID:
046
RELOCATE TREE OFFSITE
ALTERNATE BID:
047
RELOCATE TREE OFFSITE
ALTERNATE BID:
048
RELOCATE TREE OFFSITE
ALTERNATE BID:
049
RELOCATE TREE OFFSITE
ALTERNATE BID:
052
COMM. NO.
DATE
DRAWN
CHECKED
848
REVISIONS:
ADJUST ACCORDINGLY.
CHECK SCALE AND
ON ORIGINAL DRAWING.
LENGTH
BAR IS ONE INCH IN
ONE INCH
PE
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SCALE: 1/2"=1'-0"
SINGLE-TRUNK TREE WITH STAKES
TBPE FIRM #F-312
1201 NORTH BOWSER, RICHARDSON, TEXAS 75081.
DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC.,
CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS
IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE,
NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
BY JONATHAN H. WEST, R.L.A. #2628 ON 10/05/2015.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
62 2
D LAND
R
E
EGIS
TER
SCAPE ARCHITECT
ST
ATE OFTEX
AS
JO
NA
THANH.W
EST
8
AT THE SITE.
TREE TO FACE NORTH
NURSERY, AND ROTATE
OF THE TREE IN THE
MARK THE NORTH SIDE
DO NOT COVER ROOT FLARE.
FLARE REMAINS EXPOSED.
TAPER IN DEPTH SO ROOT
COVER ROOT BALL AND
3" MULCH LAYER. MULCH TO
FROM TOP OF ROOT BALL
AND WIRE, AND BURLAP
REMOVE ALL TWINE, ROPE
EQUIPMENT
OTHER HEAVY
WITH BACKHOE OR
LIMITS OF DIGGING
HAND DIG
EDGE OF THE CROWN.
OF BRANCHES THAT EXTEND TO THE
DO NOT REMOVE THE TERMINAL BUDS
BRANCHES MAY BE PRUNED; HOWEVER
INTERIOR TWIGS AND LATERAL
BROKEN AND DEAD BRANCHES. SOME
LIMBS, CO-DOMINANT LEADERS, AND
PLANTING. PRUNE ONLY CROSSOVER
DO NOT HEAVILY PRUNE THE TREE AT
MOVEMENT.
SLIPPING. ALLOW FOR TRUNK
ARBOR TIE ENOUGH TO KEEP FROM
ATTACH TO EARTH ANCHOR. TIGHTEN
"ARBOR TIE" GUYING MATERIAL.
IS 3" ABOVE FINISHED GRADE.
PLANT TREE SO THAT ROOT FLARE
EXPOSE ROOT FLARE.
UNDISTURBED SOIL.
AROUND TREE. TO BE SET IN EXISTING
EQUAL. 3 PER TREE EQUALLY SPACED
6' HARDWOOD STAKE OR APPROVED
ROOT BALL.
HOLE TO EXPOSE TOP HALF OF
AND FOLD DOWN INTO PLANTING
CUT THE BASKET IN FOUR PLACES
BASKET AROUND THE ROOT BALL,
IF TREE IS SHIPPED WITH A WIRE
UNEXCAVATED SOIL
PLACE ROOT BALL ON
4" HIGH MULCH SAUCER
Y = ROOT BALL WIDTH
X = ROOT BALL HEIGHT
(MIN.)
01
MIX AND LIGHTLY COMPACT
BACKFILL WITH PLANTING SOIL
MIDDLE OF THE ROOT BALL.
AND COMPACT SOIL UNTIL THE
FOOT PRESSURE. LAYER
COMPACT FIRMLY WITH
PLACE SOIL IN 6" LIFTS AND
WITH PLANTING SOIL MIX.
FROM SHIFTING, BACKFILL
TO PREVENT ROOT BALL
FINISHED GRADE
UNDISTURBED SOIL
EXISTING
1
1
WV
YH
REMAIN
CHANNEL TO
DRAINAGE
EXISTING
SPACES
NEW PARKING
60 PROPOSED
TVLT
11"
EB
PP
PPPP
GW
PP
GW
PP
GW
LP
LP
EB
FH
ICV
LP
EB
GL GL
GL
GL
GLGL
ICVICV
LP
LP
GL
LP
SIGN
LP
ICV
ICV
EB
EB
GL
GLGL
GL
GL
GL
GL
ICV
EB
GL
GLWM
GL
GL
GL
GL
FSC
ICV
WMFH
WV
SIGN
GL
GL
LP
LP
LP
LP
LP
GL
FH
WM
WM
ICV
ICV
TS
TSTS
TS
TS
LP
ICV
LP
LP
LP
LP
LP
GL
GL
GL
EB
GL
GL
GL
GL
GL
LP
ICV
ICV
LP
ICV
ICV GL
GL
GL
GL
SSMH
SSMH
SSMH
WVWV
FH
SIGN
WMICVTS
SIGN
SSMH
WM
LP2
ICV
ICV
ICV
EB
LP2
TS
GV
WM
WM
WM
TL
MB
SSMH
ALARM
ICV
ICV
SIGN
LP
LP
LP
LP
LP
SIGN
ICV
ICV
ICV
EB
LP
LP
LP
LP
LP
LP
PP
YH
12"ERC
12"ERCYH
12"ERC
12"ERC
YH
8"LO
10"ERC YH
12"ERC
YH
ERC
YH
12"ERC
YP
10"LO
9"ERC
11" ERC YH
7"ERC
12"ERC
8"P
5"P
5"P
6"P
6"BO
7"BO
6"BO
6"BO
8"CP
8"CP
2"CP4"CP
3"CP
6"CP
7"CP9"CP
11"CP
12"CPCM
7"CP
9"CP
11"CP
10"CP
12"LO
10"LO
16"LO
12"LO
11"LO
6"LO
11"LO
7"LO
6"LO
7"LO
4"LO
4"LO
4"LO
9"LO
6"JBP
6"JBP 6"JBP
6"JBP
6"JBP
12"LO
9"LO
7"LO
12"LO
15"LO
18"LO
14"LO
YH
7"LO
8"LO
9"LO
8"LO
6"LO
8"LO
LO
10"LO
10"LO
12"LO
8"CE
CM
YH
8"ERC
YH
YH
YH
YH
YH
6"ERC
5"JBP
8"JBP
YH
YH
9'
69.9'
'
7'
6.8'
7'
6.8'
29.1'
43.9'
8'
64.3'
RE
CES
SE
D
WA
LK
WA
Y 11.7'
3.3'
8'
3.4'
7.6'
2.2'
3.1'
39.9'
28'
27.9'
8.1'
70.8'
70.7'
43.9'
7.1'
6.7'7.1'
6.7'29'8
'
8.8'
36.5'
36.8'
40.1'
51.4'
28.1'
28.6'
36.6'
51.6'
27.1' 3
6.7'
69.4'
27.9'
RAM
P
RAM
P
RAM
P
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
PAVESTONE
CO
NC.
TOE
TOP
TOP
TOP
TO
P
TO
E
TO
P
TO
E
TOE
TOP
TO
P
TO
E
TO
P
PAVESTO
NE
CONC.
CONC.
CONC.
CONC.
CO
NC.
RAMP
CONC.
CONC.
CONC.
CONC.
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
TO
E
TO
P
TO
P
TO
E
CONC. FLUME
GRASS
PAVESTONE
GRASS
GRASS
GRASS
GRASS
GR
AS
S
PAVESTONE
PAVESTONE
CO
NC.
CONC.
GRASS
GRASS
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDWALK
GRASS
GRASS
CONC.
TRANSFORMER
ON CONC. PAD
A/C UNIT
DUMPSTER
AREA
1 SP
AC
E
1 SP
AC
E
H/C SIG
N
1 SP
AC
E
1 SP
AC
E
1 SP
AC
E
8 SP
ACES
4
SP
AC
ES
19
SP
AC
ES
2 SPACES
10 SPACES
14 SPACES
7 SPACES
13 SPACES
PAVESTONE
GRASS
GRASS
9
SP
AC
ES
STONE
STRUCTURE
GW
PP
5' DIA.
COLUMN
5' DIA.
COLUMN
FIRST
FLOOR
OVER
HAN
G
1.3'
22.3'
1.8'
1.3' DIA.
22.3' 1.3'
5' DIA.
COLUMN
5' DIA.
COLUMNH/C SIG
N
H/C SIG
N
BRICK
WALL
5' DIA.
COLUMNRECESSED
WALKWAY
BRICK
WALL
GATE
CONC. &
ROCK
CONC. FLUME
CONC.
RET. WALL
7"LO
WATER GATE VALVE
NUT:602.38
(18'X19.7')
STORAGE
BUILDING
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
2.8'
2'
2.8'
SIG
N
H/C
SIG
N
H/C
PAVESTONE
LP
PP
BO
LL
BO
LL
BO
LL
BOLL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
2.9'
2.9'
2'
FLAG POLE
FLAG POLE
FLAG POLE
WATER VALVE
VAULT
WATER GATE VALVE
NUT:609.39
WATER GATE VALVE
NUT:609.03
SSMH
RIM:600.79, �:UNKNOWN
IN 8" PVC (N):UNKNOWN
IN 8" PVC (W):UNKNOWN
OUT 10" PVC (S):UNKNOWN
SSMH
RIM:600.87, �:595.39
IN 8" PVC (E):595.39
OUT 8" PVC (N):595.39
RIM:608.24, �:598.15
IN 8" PVC (S):598.15
OUT 8" PVC (W):598.15
SSMH
RIM:608.88, �:599.10
IN 8" PVC (S):599.10
OUT 8" PVC (N):599.10
SSMH
SSMH
NOT SURVEYED
SSMH
SSMH
NOT SURVEYED
GRASS
WA
TE
R (P98-002)
6"
UN
KN
OW
N
2-2" SERV WATER
(P98-002)
DIP SLEEVE SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)
(P98-002)8" P
VC SANITARY SEWER
8" PVC SANITARY SEWER (P98-002
) 8" PVC SANITARY
SEWER (P98-002)
8"
PV
C
SA
NIT
AR
Y
SE
WE
R (P98-002)
10" PVC SANITARY
SEWER (P98-002)SSMH DROP MH
RIM:601.59, �:UNKNOWN
IN 10" PVC (N):UNKNOWN
OUT 10" PVC (S):UNKNOWN
10" PVC SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)2" PVC SLEEVE
8" UNKOWN WATER
(P98-002)
8" PVC SLEEVE SANITARY
SEWER (P98-002)
8" DIP SANITARY SEWER
AERIAL CROSSING(P98-002)
HEADWALL
FF:610.88
7.5'
FF:610.86
FF:610.87
FF:610.87
FF:610.86
FF:610.87
6.5'
FF:610.86
6.4'
HEADWALL
HEADWALL
BRICK
WATER VAULT
WATER VAULT
SEC
ON
DFLO
OR
OVER
HAN
G
SPACES
NEW PARKING
31 PROPOSED
GL
GL
NE
WE
XIS
TIN
G
NEWEXISTING
NEWEXISTING
1100 BROAD STREET
3-STORY BRICK
EXISTING
(86' R.O.W.)EAST BROAD STREET
(CALLED 100' R.O.W.)
SOUTHERN PACIFIC RAILROAD
1
1
2
2
2
2
2
2
2
2
2
62'-6"
62'-6"
3
4
3
EXISTING
NEW
3 SPACES
3 SPACES
3 SPACES
8 SPACES
16
SP
AC
ES
27
SP
AC
ES
RAMP
614
614
615
2/2.0
2/2.0
3/2.0
2/2.0
63'-0"
603
1
604
605
605
3/2.0
2/2.0
1
1
1
1
2
605
614
3/2.0
616
607
606
7"BO
11"LO
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GR
AS
S
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DESCRIPTION
LEGENDSYMBOL
www.planthealthcare.com 1.800.421.9051
as specified by (Plant Health Care, Inc.)
of planting and during "establishment"
Pro-active Micorrhizal treatment at time
NOTE: All tree plantings to recieve a
PLANTING SPECIFICATIONS
N
604530150
SCALE: 1"=30'
FOR AFFECTED TURF AND BED AREAS.
IRRIGATION CONTRACTOR TO INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE
IRRIGATION SYSTEM
COMPLETION AND ACCEPTANCE BY THE OWNER.
ALL PLANT MATERIAL TO BE GUARANTEED FOR A PERIOD OF ONE-YEAR FROM SUBSTANTIAL
WARRANTY
AT WHICH TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY.
TREES SHALL BE SUPPORTED WITH THE APPROVED METHOD FOR A PERIOD OF ONE YEAR
TREE SUPPORT
DETERMINED BY ASTM D-5268 AT 824 F.
g. HAVE A HIGH CONCENTRATION OF AEROBIC COMPOSTED ORGANIC MATTER AS
FOR CLASS A BIOSOLIDS.
f. MEET FEDERAL SPECIFICATION UNDER GUIDELINES OF 40 C.F.R., PART 503, STANDARDS
SUBCHAPTER B, PART 23 AS REQUIRED BY THE TCEQ/TNRCC
e. MEET OR EXCEED THE TIME AND TEMPERATURE STANDARDS SET IN T.A.C. CHAPTER 332,
d. ACHIEVES A SOLVITA * COMPOST MATURITY INDEX VALUE OF 7 OR HIGHER
c. COMPLETELY COMPOSTED FOR A MINIMUM OF 6-12 MONTHS
b. SCHEDULED TURNS WITH A MINIMUM OF 5 TURNS.
a. DEVELOPED USING AN EXTENSIVE AEROBIC COMPOSTING PROCESS.
4. ADDITIONAL REQUIREMENTS:
UNIFORM TEXTURE AND FREE OF STICKS, STONES, OR TOXIC MATERIAL
3. LANDSCAPE TRIMMINGS: DECOMPOSED GRASS, LEAVES, WOOD CHIPS, OR BRUSH; OF
a. SEWAGE, SLUDGE, AND RAW MANURE WILL NOT BE PERMITTED
AND MATERIAL HARMFUL TO PLANT GROWTH
MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, DEBRIS,
MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING
2. MANURE: WELL-ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT
NOT BE PERMITTED AS A WOOD DERIVATIVE
a. LUMBER, EITHER TREATED OR UNTREATED, PALLETS OR CONSTRUCTION WASTE WILL
TOXIC MATERIAL.
WOOD WASTE; OF UNIFORM TEXTURE AND FREE OF CHIPS, STONES, STICKS, SOIL, OR
1. WOOD DERIVATIVES: DECOMPOSED, NITROGEN-TREATED SAWDUST, GROUND BARK, OR
COMPOST CAN HAVE MATERIALS AS FOLLOWS:
PLANTINGS. PURELY EXCAVATED SOIL WILL NOT BE PERMITTED.
NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO
SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M
100 PERCENT PASSING THROUGH 1-INCH SIEVE
MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT
PH RANGE OF 5.5 TO 8;
STABLE, AND WEED-FREE ORGANIC MATTER
WELL-COMPOSTED, MANUFACTURED SOIL BLENDS
BALANCED COMPOST DESCRIPTION:
DISTANCE OF 200 MILES FROM THE PROJECT SITE.
SCREENED NATIVE SOIL: WELL ADAPTED NATIVE SOIL FROM SOURCES A MAXIMUM
SHARP SAND: SAND EXCAVATED FROM A MINIMUM OF 20 FEET BELOW GROUND LEVEL.
SAND AND SOIL MIX DESCRIPTION:
50% BALANCED COMPOST (SEE DESCRIPTION BELOW)
50% SAND AND SOIL MIX (SEE DESCRIPTION BELOW)
PLANTING SOIL MIXTURE
STRAIGHT TRUNKS.
LIMBS. ALL TREES ARE TO MATCH IN HEIGHT, SPREAD, AND CLEAR TRUNK, AND SHALL HAVE
ALL TREES ARE TO BE PRUNED AT TIME OF INSTALLATION TO REMOVE DEAD AND UNSIGHTLY
PRUNING
SHALL APPROVE ANY PLANT SUBSTITUTION.
ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. LANDSCAPE ARCHITECT
LATEST EDITION. ALL PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN
NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK",
ALL PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLANT LIST AND SHALL BE
PLANT MATERIAL STANDARDS
MULCH. ALL AREAS DISTURBED BY PLANTING OPERATIONS SHALL BE FINE GRADED AND RE SEEDED.
AFTER SETTLEMENT AND COMPACTION, ALL PLANTING BEDS SHALL RECEIVE A MINIMUM 3" LAYER OF
MULCH
A DEPTH OF 6", ADDING PREPARED SOIL MIXTURE AS REQUIRED.
3" OF MULCH AFTER COMPACTION AND SETTLEMENT. ALL BED AREAS SHALL BE ROTOTILLED TO
ALL BED AREAS ARE TO BE LEFT 3" ABOVE FINISHED GRADE OF ADJACENT PAVEMENT TO INCLUDE
PLANTING BEDS
VERIFIED QUANTITIES PER LANDSCAPE PLAN.
NOTIFIED IF DISCREPANCIES OCCUR. OTHERWISE, THE CONTRACTOR IS TO BID THEIR OWN
CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDSCAPE ARCHITECT TO BE
SPECIFICATION BY LANDSCAPE ARCHITECT. PLANT QUANTITIES HAVE BEEN PROVIDED AS A
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER DRAWINGS AND
VERIFICATION
COMPLETION AND ACCEPTANCE.
CONTRACTOR SHALL MAINTAIN ALL WORK FOR A PERIOD OF 30 DAYS AFTER SUBSTANTIAL
NECESSARY UNTIL SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER. THE
WEED AND DEBRIS FREE CONDITION AND SHALL ACCOMPLISH WATERING BY HAND AS DEEMED
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTING BEDS IN A
MAINTENANCE
CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER
COORDINATION
VERIFYING THAT WATER DRAINS AWAY FROM BUILDING.
DURING CONSTRUCTION. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING, AND
EDGING AND FLAT WORK WHICH DO NOT DRAIN DUE TO IMPROPER SET UP OF ELEVATIONS
SUCH AS WALKS, ENTRANCES TO STRUCTURES, AND PLANTER BEDS FORMED OR ENCLOSED BY
Halff Associates, Inc. ASSUMES NO RESPONSIBILITY FOR FAILURE OF ANY HARDSCAPE AMENITY
GRADING AND DRAINAGE
ARCHITECT PRIOR TO PLANTING
SPECIFICATIONS. MATERIAL LOCATION TO BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE
REFER TO PLANTING PLAN FOR PLANTING LOCATION AND PLANT MATERIAL LEGEND FOR
PLANT LOCATIONS
THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS.
THE CORRECT LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN
LANDSCAPE CONTRACTOR AND REPRESENTATIVE OF OWNER SHALL BE RESPONSIBLE FOR VERIFYING
PREPARATION
10/05/15
Quercus virginiana
4" CAL. LIVE OAK
L1FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PLAN
LANDSCAPE
PURPOSES
ARE PLANTED FOR MITIGATION
"M" INDICATES TREES THAT
MITIGATION TREES.
KMW
JHWPistacia chinensis
4" CAL. CHINESE PISTACHE
E BROAD ST.
COURTHOUSE
TARRANT COUNTY
CITY HALL
MANSFIELD
TO REMAIN
EXISTING TREES
PARKING EXPANSION
TO REMAIN
EXISTING TREES
PARKING EXPANSION
(05) 4" CAL. LIVE OAK
SUMMARYMITIGATION TREESTOTAL CALIPERTOTAL
ON-SITE TREESEXISTING 124 1143
REMAIN TO TREESEXISTING 112 1021
REMOVED BE TO TREESEXISTING 12 122
REQUIRED MITIGATIONTOTAL 77
PROVIDED MITIGATIONTOTAL
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
MM
M
M
M
IS INSTALLED AND IS FULLY OPERATIONAL.
- SOD SHALL BE INSTALLED AFTER IRRIGATION SYSTEM
SHALL RECEIVE BERMUDA GRASS SOD.
- ALL DISTURBED AREAS SHALL BE FINE GRADED AND
NOTE:
M =
(02) 4" CAL. LIVE OAK
(05) 4" CAL. LIVE OAK
(14) 4" CAL. CHINESE PISTACHE
(03) 4" CAL. CHINESE PISTACHE
SCHEDULEPLANT
QUANTITY NAMECOMMON NAMESCIENTIFIC SIZE HEIGHT SPREAD SPACING NOTESGENERAL
TREES
17 PistacheChinese chinensisPistacia 4" 14'-16' 6'-8' SHOWNAS Trunk StraightFormed,
Well Healthy, Full, Grown,Container
12 OakLive virginanaQuercus 4" 14'-16' 6'-8' SHOWNAS Trunk StraightFormed,
Well Healthy, Full, Grown,Container
GRASSES
TBD GrassBermuda dactylonCynodon SOD FreeWeed
98% Formed, Well Healthy,Full,
80
TO RELOCATING.
PLACEMENT TO BE COORDIANTED AND APPROVED BY OWNER PRIOR
CONTRACTOR TO RELOCATE TREES AS INDICATED ON SHEET "T1." FINAL
BID ALT. #1
CENTERLINE OF ALL ABOVE GROUND UTILITIES.
4. ALL SHADE TREES SHALL BE PLANTED NO CLOSER THAN 25' FROM THE
CENTERLINE OF ALL UNDERGROUND UTILITIES.
3. ALL SHADE TREES SHALL BE PLANTED NO CLOSER THAN 4' FROM THE
BERMUDA GRASS SOD UNLESS OTHERWISE NOTED.
2. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE
SUBSEQUENT REPAIR TO ANY EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AND
CARE AND CAUTION SHALL BE EXERCISED WHEN EXCAVATING.
UNDERGROUND UTILITIES PRIOR TO LANDSCAPE INSTALLATION. *EXTREME
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL ABOVE GROUND AND
NOTE:
COMM. NO.
DATE
DRAWN
CHECKED
848
REVISIONS:
ADJUST ACCORDINGLY.
CHECK SCALE AND
ON ORIGINAL DRAWING.
LENGTH
BAR IS ONE INCH IN
ONE INCH
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Sheet
i:\ 3
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D\S
heets
RC
H\I
R101-Irrigation Pla
n.d
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HA
LFF
ah1727
10:4
3:2
6 A
M10/5/2
015
KIRK M. WILSON
18801
S
A
T
TEOF
A
XE
S
T
LIC
E
NSED IRRIG
ATO
R
1201 NORTH BOWSER, RICHARDSON, TEXAS 75081.
FILE AT THE OFFICES OF HALFF ASSOCIATES, INC.,
THE RECORD COPY OF THIS DRAWING IS ON
CHAPTER 344, LANDSCAPE IRRIGATION.
IS AN OFFENSE UNDER TITLE 30, TEXAS ADMINISTRATIVE CODE,
NOTIFICATION TO THE RESPONSIBLE LICENSED IRRIGATOR
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
BY KIRK. M. WILSON, L.I. #18801 ON 10-05-2015.
THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
W
ROTORS
PIPE SLEEVE
MAIN LINE PIPING
VALVE INDICATOR
VALVE SIZE
MINUTE
GALLONS PER
STATION NO.
TYPE
IRRIGATION
SYMBOL SPECIFICATIONSDESCRIPTION
LATERAL PIPING
MODEL: SOLAR SYNC-SEN
MANUFACTURER: HUNTER
IRRIGATION LEGEND
BUBBLER NOZZLE
POP-UP WITH
PLASTIC PIPE
TYPE: PVC SCHEDULE 40
SIZE: DUAL 4" SLEEVE
PVC CLASS 200 PIPE
TYPE: SDR 21
SIZE: 1" UNLESS NOTED OTHERWISE
B
NOZZLE #F = FULL PATTERN
NOZZLE #TQ= THREE-QUARTER PATTERN
NOZZLE #H = HALF PATTERN
NOZZLE #Q = QUARTER PATTERN
SPRAYS
25 1 1/2"
DRP 49.8
SPR
RTR
BLR
1 214-577-4168 Mobile
1 214-516-6538 Direct
CHARLEY HUSTON
PLEASE CONTACT:
HUNTER EQUIPMENT
QUESTIONS CONCERNING
DRP = DRIP, SUB DRP = SUBSURFACE DRIP
BLR = BUBBLER, SPR = SPRAY, RTR = ROTOR
MAX = 40 PSI
MIN = 25 PSI
OPERATING PRESSURE:
NOZZLE: REF. PLAN
HEAD: PGP ULTRA
MANUFACTURER: HUNTER
MIN. OPERATING PRESSURE: 30 PSI
NOZZLE: PCN-10, 1.0 GPM, UMBRELLA
HEAD: PROS-06-CV
MANUFACTURER: HUNTER
CONTROLLER
EXISTING
ZONES
MODULE FOR THE ADDITIONAL
NOTE: INSTALL EXPANSION
MODEL: ICC
MANUFACTURER: HUNTER
SENSOR
EXISTING WEATHER
ON SCH 40 PIPE.
CALCULATIONS ARE BASED
TYPE: CONTRACTOR TO CONFIRM
SIZE: 2 1/2"
OPERATING PRESSURE: 30 PSI
PLAN FOR SIZE
NOZZLE: I-PRO NOZZLE, REF
HEAD: I-PRO-400-PR-CV
MANUFACTURER: IRRITROL
REQUIREMENTS OF THE IRRIGATION SYSTEM WITH THE OWNER.
9) THE IRRIGATION CONTRACTOR SHALL COORDINATE OPERATIONAL
NECESSARY FUSE BOXES OR OTHER ELECTRICAL REQUIREMENTS.
ELECTRICAL CONNECTION FOR CONTROLLERS. THIS SHALL INCLUDE ALL
8) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL
INSTALLATION OF PLANTS AND MAINTENANCE PERIOD.
DUE TO SYSTEM FAILURE OR INFERIOR WORKMANSHIP DURING THE
7) CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL
DAMAGE RESULTING FROM HIS OPERATIONS, AT NO COST TO THE OWNER.
UNDERGROUND UTILITIES OR OBSTACLES. CONTRACTOR SHALL REPAIR ALL
6) CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING
CODES AND REQUIREMENTS.
5) ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE LOCAL
ADDITIONAL COST TO THE OWNER.
SYSTEM TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT WITHOUT
THE CONTRACTOR MAKING NECESSARY CHANGES TO THE IRRIGATION
OWNER’S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR, WILL RESULT IN
LESS THAN REQUIRED SYSTEM PRESSURE. FAILURE TO CONTACT THE
WITH CONSTRUCTION IF MEASURED PRESSURE AT POINT OF CONNECTION IS
COMMENCING WORK. IN NO CASE SHALL CONTRACTOR COMMENCE
TO OWNER’S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO
LINE. CONTRACTOR SHALL TEST AVAILABLE PRESSURE AND SUBMIT RESULTS
A DESIGN PRESSURE OF 58.50 AT THE POINT OF CONNECTION TO THE WATER
4) SYSTEM PRESSURE IS BASED ON A STATIC PRESSURE OF 65.00 PSI WITH
DEPTH OF 12" BELOW GRADE.
BELOW FINISHED GRADE. TRENCHES FOR LATERAL LINES TO BE A MINIMUM
IN TRENCHES. TRENCHES FOR MAIN LINE TO BE A MINIMUM DEPTH OF 18"
3) ALL CONTROL WIRING TO BE BURIED UNDER OR ALONG SIDE OF MAIN LINE
REQUIRED SLEEVES UNDER PAVING.
2) IRRIGATION CONTRACTOR TO COORDINATE PLACEMENT OF ALL
IRRIGATION SYSTEM.
RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSTALLING A COMPLETE
PROPOSED IMPROVEMENTS ON PROJECT SITE. CONTRACTOR IS
PROVIDE OPTIMAL WATER COVERAGE. AVOID DAMAGE TO EXISTING OR
OF ALL COMPONENTS TO COMPENSATE FOR FINAL SITE CONDITIONS AND
BE IN TURF OR LANDSCAPED AREAS WHERE POSSIBLE. ADJUST LOCATION
AREAS FOR DESIGN CLARIFICATION. ALL SYSTEM COMPONENTS WILL
IRRIGATION SYSTEM COMPONENT LOCATIONS MAY BE SHOWN IN PAVED
1) IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. PIPE, VALVE AND
NOTES:
WHERE APPLICABLE
CURB OR WALK6"FINISH GRADE
PIPE
LATERAL
PVC
PVC ELL
POLY RISER
POP-UP SPRAY HEAD
12"
IRRIGATION FIXTURE - POP UP04SCALE: N.T.S
GLUED CAP
PAVING SURFACE
LOCATION OF SLEEVE.EDGES TO PERMANENTLY MARK NOTE: TROWEL SCORE CONCRETE
(SEE IRRIGATION PLAN)CAP IF NO PIPES ARE PRESENTPVC SLEEVE
24"
SCALE: N.T.S
IRRIGATION SLEEVE DETAIL
1'-0" MIN 1'-0" MIN
02SCALE: N.T.S01TRENCHING DETAIL
MIN.
18"
MIN.
12"
18"
MIN.
WIRING IN
CONDUIT
LATERAL
PIPE
MAINLINE
PIPE
MAINLINE, LATERAL,
AND WIRING IN
THE SAME TRENCH
WIRE W/O CONDUIT
TIE A 24-INCH LOOP IN
ALL WIRING AT CHANGES
OR GREATER. UNTIE
AFTER ALL CONNECTIONS
HAVE BEEN MADE.
ALL SOLVENT WELD
PLASTIC PIPING TO
BE SNAKED IN
TRENCH AS SHOWN.
RUN WIRING BENEATH
AND BESIDE MAINLINE.
TAPE AND BUNDLE AT
10-FOOT INTERVALS.
NOTES:
1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHD.40 PVC TWICE THE
DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
SECTION VIEW
PLAN VIEW
2. ALL PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18" COVER.
FOR CONTROL VALVES.
7. INSTALLATION OF BALL VALVES WILL BE SIMILAR TO INSTALLATION
CURBS, ETC.
6. ORIENT RECTANGULAR VALVE BOXES PARALLEL TO ADJACENT WALKS,
POSSIBLE.
5. INSTALL VALVES IN CLOSE PROXIMITY TO ADJACENT WALKS WHERE
ADJ. SOIL.
4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED
BOX. (WRAP AROUND 1/ 2" PIPE 15 TIMES.
3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE
2. TAPE AND BUNDLE WIRE EVERY TEN FEET.
1. ALL WIRE TO BE INSTALLED PER LOCAL CODE.
NOTES
SCALE: N.T.S
CONTROL VALVE DETAIL
COMMON WIRES
CONTROL/
WITH PLASTIC COVER
PLASTIC VALVE BOX
CONTROL VALVE
ELECTRIC OPERATED
FINISHED GRADE
BRICK
MAIN SUPPLY LINE
(LENGTH AS REQUIRED)
PVC SCHEDULE 80 NIPPLE
6" WASHED GRAVEL
05
TO MATCH ZONE VALVE
PVC BALL VALVE. SIZE
CONNECTORS
3M DBY POWER
FLOW
FINISH GRADE
06SCALE: N.T.S
MULCH TREE RING
PVC ELL
PIPE
PVC LATERAL
POLY RISER
POP-UP SPRAY HEAD
TREE
IRRIGATION FIXTURE - TREE BUBBLER
PLANTING PIT
EDGE OF TREE
PVC SWING ELL
PVC TEE OR ELL
WHERE APPLICABLECURB OR WALK6"
SWING JOINTS
PVC LATERAL
PVC SWING ELL
SECTION
PLAN
SCALE: N.T.S
IRRIGATION FIXTURE - ROTOR HEAD03
1
1
WV
YH
REMAIN
CHANNEL TO
DRAINAGE
EXISTING
SPACES
NEW PARKING
60 PROPOSED
TVLT
11"
EB
PP
PPPP
GW
PP
GW
PP
GW
LP
LP
EB
FH
ICV
LP
EB
GL GL
GL
GL
GLGL
ICVICV
LP
LP
GL
LP
SIGN
LP
ICV
ICV
EB
EB
GL
GLGL
GL
GL
GL
GL
ICV
EB
GL
GLWM
GL
GL
GL
GL
FSC
ICV
WMFH
WV
SIGN
GL
GL
LP
LP
LP
LP
LP
GL
FH
WM
WM
ICV
ICV
TS
TSTS
TS
TS
LP
ICV
LP
LP
LP
LP
LP
GL
GL
GL
EB
GL
GL
GL
GL
GL
LP
ICV
ICV
LP
ICV
ICV GL
GL
GL
GL
SSMH
SSMH
SSMH
WVWV
FH
SIGN
WMICVTS
SIGN
SSMH
WM
LP2
ICV
ICV
ICV
EB
LP2
TS
GV
WM
WM
WM
TL
MB
SSMH
ALARM
ICV
ICV
SIGN
LP
LP
LP
LP
LP
SIGN
ICV
ICV
ICV
EB
LP
LP
LP
LP
LP
LP
PP
YH
12"ERC
12"ERCYH
12"ERC
12"ERC
YH
8"LO
10"ERC YH
12"ERC
YH
ERC
YH
12"ERC
YP
10"LO
9"ERC
11" ERC YH
7"ERC
12"ERC
8"P
5"P
5"P
6"P
6"BO
7"BO
6"BO
6"BO
8"CP
8"CP
2"CP4"CP
3"CP
6"CP
7"CP9"CP
11"CP
12"CPCM
7"CP
9"CP
11"CP
10"CP
12"LO
10"LO
16"LO
12"LO
11"LO
6"LO
11"LO
7"LO
6"LO
7"LO
4"LO
4"LO
4"LO
9"LO
6"JBP
6"JBP 6"JBP
6"JBP
6"JBP
12"LO
9"LO
7"LO
12"LO
15"LO
18"LO
14"LO
YH
7"LO
8"LO
9"LO
8"LO
6"LO
8"LO
LO
10"LO
10"LO
12"LO
8"CE
CM
YH
8"ERC
YH
YH
YH
YH
YH
6"ERC
5"JBP
8"JBP
YH
YH
9'
69.9'
'
7'
6.8'
7'
6.8'
29.1'
43.9'
8'
64.3'
RE
CES
SE
D
WA
LK
WA
Y 11.7'
3.3'
8'
3.4'
7.6'
2.2'
3.1'
39.9'
28'
27.9'
8.1'
70.8'
70.7'
43.9'
7.1'
6.7'7.1'
6.7'29'8
'
8.8'
36.5'
36.8'
40.1'
51.4'
28.1'
28.6'
36.6'
51.6'
27.1' 3
6.7'
69.4'
27.9'
RAM
P
RAM
P
RAM
P
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
PAVESTONE
CO
NC.
TOE
TOP
TOP
TOP
TO
P
TO
E
TO
P
TO
E
TOE
TOP
TO
P
TO
E
TO
P
PAVESTO
NE
CONC.
CONC.
CONC.
CONC.
CO
NC.
RAMP
CONC.
CONC.
CONC.
CONC.
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
TO
E
TO
P
TO
P
TO
ECONC. FLUME
GRASS
PAVESTONE
GRASS
GRASS
GRASS
GRASS
GR
AS
S
PAVESTONE
PAVESTONE
CO
NC.
CONC.
GRASS
GRASS
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDWALK
GRASS
GRASS
CONC.
TRANSFORMER
ON CONC. PAD
A/C UNIT
DUMPSTER
AREA
1 SP
AC
E
1 SP
AC
E
H/C SIG
N
1 SP
AC
E
1 SP
AC
E
1 SP
AC
E
8 SP
ACES
4
SP
AC
ES
19
SP
AC
ES
2 SPACES
10 SPACES
14 SPACES
7 SPACES
13 SPACES
PAVESTONE
GRASS
GRASS
9
SP
AC
ES
STONE
STRUCTURE
GW
PP
5' DIA.
COLUMN
5' DIA.
COLUMN
FIRST
FLOOR
OVER
HAN
G
1.3'
22.3'
1.8'
1.3' DIA.
22.3' 1.3'
5' DIA.
COLUMN
5' DIA.
COLUMN
H/C SIG
N
H/C SIG
N
BRICK
WALL
5' DIA.
COLUMNRECESSED
WALKWAY
BRICK
WALL
GATE
CONC. &
ROCK
CONC. FLUME
CONC.
RET. WALL
7"LO
WATER GATE VALVE
NUT:602.38
(18'X19.7')
STORAGE
BUILDING
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
2.8'
2'
2.8'
SIG
N
H/C
SIG
N
H/C
PAVESTONE
LP
PP
BO
LL
BO
LL
BO
LL
BOLL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
BO
LL
2.9'
2.9'
2'
FLAG POLE
FLAG POLE
FLAG POLE
WATER VALVE
VAULT
WATER GATE VALVE
NUT:609.39
WATER GATE VALVE
NUT:609.03
SSMH
RIM:600.79, �:UNKNOWN
IN 8" PVC (N):UNKNOWN
IN 8" PVC (W):UNKNOWN
OUT 10" PVC (S):UNKNOWN
SSMH
RIM:600.87, �:595.39
IN 8" PVC (E):595.39
OUT 8" PVC (N):595.39
RIM:608.24, �:598.15
IN 8" PVC (S):598.15
OUT 8" PVC (W):598.15
SSMH
RIM:608.88, �:599.10
IN 8" PVC (S):599.10
OUT 8" PVC (N):599.10
SSMH
SSMH
NOT SURVEYED
SSMH
SSMH
NOT SURVEYED
GRASS
WA
TE
R (P98-002)
6"
UN
KN
OW
N
2-2" SERV WATER
(P98-002)
DIP SLEEVE SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)
(P98-002)8" P
VC SANITARY SEWER
8" PVC SANITARY SEWER (P98-002
) 8" PVC SANITARY
SEWER (P98-002)
8"
PV
C
SA
NIT
AR
Y
SE
WE
R (P98-002)
10" PVC SANITARY
SEWER (P98-002)SSMH DROP MH
RIM:601.59, �:UNKNOWN
IN 10" PVC (N):UNKNOWN
OUT 10" PVC (S):UNKNOWN
10" PVC SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)
8" PVC SANITARY
SEWER (P98-002)2" PVC SLEEVE
8" UNKOWN WATER
(P98-002)
8" PVC SLEEVE SANITARY
SEWER (P98-002)
8" DIP SANITARY SEWER
AERIAL CROSSING(P98-002)
HEADWALL
FF:610.88
7.5'
FF:610.86
FF:610.87
FF:610.87
FF:610.86
FF:610.87
6.5'
FF:610.86
6.4'
HEADWALL
HEADWALL
BRICK
WATER VAULT
WATER VAULT
SEC
ON
DFLO
OR
OVER
HAN
G
SPACES
NEW PARKING
31 PROPOSED
GL
GL
NE
WE
XIS
TIN
G
NEWEXISTING
NEWEXISTING
1100 BROAD STREET
3-STORY BRICK
EXISTING
(86' R.O.W.)EAST BROAD STREET
(CALLED 100' R.O.W.)
SOUTHERN PACIFIC RAILROAD
1
1
2
2
2
2
2
2
2
2
2
62'-6"
62'-6"
3
4
3
EXISTING
NEW
3 SPACES
3 SPACES
3 SPACES
8 SPACES
16
SP
AC
ES
27
SP
AC
ES
RAMP
614
614
615
2/2.0
2/2.0
3/2.0
2/2.0
63'-0"
603
1
604
605
605
3/2.0
2/2.0
1
1
1
1
2
605
614
3/2.0
616
607
606
7"BO
11"LO
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GR
AS
S
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
.75SR
1.5SR
1.5SR
1.5SR
1.5SR1.5SR
.75SR
.75SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
.75SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
.75SR
.75SR
.75SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
3.0SR
3.0SR
8Q
8H
12H
12H
12Q
12H
15H
12F
10F
15TQ
12H
12Q
12Q
12Q
12Q12H
12H
12Q12Q
12Q
12Q12H
12H
12Q
12Q
12Q
12Q12H
12H
1.5SR
1.5SR
1.5SR
1.5SR
.75SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
.75SR.75SR
1.5SR
1.5SR
1.5SR1.5SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR3.0SR
10Q
10H
10H
12H
10H
12H15H 17Q
17Q15H12H
12TQ
10H
8F
15Q15Q
10H10F
15H
12H
12Q
12H
12H
15H
15F
15H12TQ
10F
10F 12F
26.2
B
B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
12Q
12TQ 10H 10Q
10H
10H
10H
10H10Q
10H
12TQ
10F
10F
8F
5F8F
8F
8H
8Q
8H
8H
12Q
8Q
8Q
8Q
8Q8H
8H
8H8H
8H8H
8H8H
8Q
8Q
8Q
8Q
.50SR
.50SR
.50SR
.50SR
.50SR
.50SR
.50SR
.50SR
.50SR.50SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
1.0SR
2.0SR
2.0SR
2.0SR
.50SR
.50SR
.50SR
.50SR
1.0SR
01 2"
RTR 34.5
02 2"
RTR 48.0
03 2"
RTR 46.5
04 2"
SPR 30.9
05 1"
BLR 13.0
07 1"
RTR 15.8
08 2"
SPR 43.0
09 1"
BLR 15.0
10 2"
RTR 41.3
W
SLEEVE
SLEEVE
SLEEVE
SLEEVE
EXIS
T. 2 1/2
" MAIN
LIN
E
IN PROPOSED LOCATIONLOCATE AND INSTALL2 1/2" MAINLINE.
EXIST. 2 1/2" MAINLINE
EXIST. 2 1/2" MAINLINE
EXIST. 2 1/2" MAINLINE
EXIS
T. 2 1/2
" MAIN
LIN
E
EXIS
T. 2 1/2
" MAIN
LIN
E
EXIST. 2 1/2" MAINLINE
EXIST. 2 1/2" MAINLINE
M
TCEQ CONFORMANCECONNECTION TO BRING IT INTOSHALL UPDATE IRRIGATIONSTANDARDS. CONTRACTORCURRENT TCEQ IRRIGATIONAND CONFIRM METER MEETSCONTRACTOR TO LOCATEEXISTING 2" METER.
WITH HUNTER SOLAR-SYNCEXIST. WEATHER SENSOR
EXIST. CONTROLLER
TO CONTROLLERNEW WIRING THROUGH SLEEVESEXISTING SLEEVES AND ROUTECONTRACTOR TO LOCATENOTE:
HEADS TO PROPOSED LIMITSSYSTEM IN PLACE. ADJUSTEXISTING IRRIGATION
HEADS TO PROPOSED LIMITSSYSTEM IN PLACE. ADJUSTEXISTING IRRIGATION
IRRIG
ATIO
N
LIMIT O
F P
RO
PO
SE
D
IRRIG
ATIO
N
LIMIT O
F P
RO
PO
SE
D
SLEEVE
2"1 1/2"1 1/4"
1"
1"
1"
1"
1"1"1"
1"
1"
1 1/2"1 1/4"
1"
1"1"
1"
1"
1"
1"
1"
2"
1 1/2"1 1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"1"
1"
1"
1"
2"
1 1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
1"
1"
1"
1"
1" 1"1"
1"
1"
1"
1"
1"
1"
2"
1 1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
.75SR1.5SR
3.0SR
.75SR
1.5SR
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/4"
1"
1"
1"
1"
1"
1"
1 1/4"
1"
1"1"
1"1"
1 1/2"
1 1/2"
1 1/2"
1 1/4"
1"
1" 1"
1"
1 1/2"
1 1/2"
1 1/4"
1"
1"1"
1"
1"
1"
1"
1"
1"
1"
2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1"
1"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1 1/4"
1 1/4"
1 1/4"
1"
1"1"
1"
1"1"1"
1"
1"
1"
1"
1"
1 1/2"
1 1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
1"1"
1"
1"
1"
1"
1"
1"
1"
1"
1"1"
1"
1"
1"
11 1 1/2"
SPR 25.4
06 2"
RTR 35.3
12 2"
SPR 31.0
1 1/2"1 1/4"
1 1/4"
1 1/4"
1 1/4"1"
1"
1"
1" 1"
1"
1 1/4"
1"
1" 1"1"
1" 1"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1" 1"
1"
1"
1"
1"1"
1"
1"
1"
1"1"
1"
1"
2"
1 1/2"1 1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"1"
1"
1"
1"
1"
1"
1"
1"
1"
1"1"
1"1"
1"
1" 1"
1"
1"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
1"1"
10 2"
RTR 51.8
.75SR1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
1.5SR
.75SR1.5SR
1.5SR
.75SR
3.0SR.75SR
.75SR
.75SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
3.0SR
1.5SR
.75SR
2"1 1/2"
1 1/2"1 1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
1 1/4"
1 1/4"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
N
604530150
SCALE: 1"=30'
10/05/15
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PLAN
IRRIGATION
IR1
KMW
KMW
E BROAD ST.
COURTHOUSE
TARRANT COUNTY
CITY HALL
MANSFIELD
