future roadway
TRANSCRIPT
A LEO A. DALY COMPANY
R E V I S I O NNO. DATE
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DWG. NAME:REVIEWED
REVIEWED:
SCALE:
DATE:
DRAWN:
DESIGN:
SHEETS
SHEET NO.
OF
JOB NO.
TBPE REG. NO. F-2614
www.lan-inc.com
214.522.8778
DALLAS, TX 75206
SUITE 1400
8350 NORTH CENTRAL EXPWY.
CITY OF LUCAS
WATER SYSTEM IMPROVEMENTS
PROPOSED 12" W/L - STA. 0 TO STA. 8+19.86(H)1"=40', (V) 1"=5'
(@ WHITE ROCK CREEK)
COUNTRY CLUB ROAD WATER LINE
12-1544SEPTEMBER 2014
fm1378wtr0#
LAN
SEC
BJS
WV
WV
H
YD
WM
WM
18" CMP
MB
MB
1119
2597.3
5ASP
H
1119
3597.6
8ASP
H
11274
594.07
ASP
H
11275
593.2
5ASP
H
11390
588.7
8ASP
H11
399
590.05
ASP
H
15" RCP
CREPE MYRTLES
2-10" TREE
7" CEDAR
2-9" TREE12" TREE18" TREE
2-8" TREE
18" TREE10" TREE24" TREE 16" TREE 10" TREE
9" PINE
CREPE MYRTLE
8" OAK
CREPE MYRTLE
SHRUB
6" OAK12" OAK 3" TREE
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
SHRUB
4-SHRUBS SHRUB
2-SHRUBS
2-6" TREE
4" TREE CREPE MYRTLE 6" OAK
MYRTLE
CREPE
COUNTRY CLUB RD
LUCAS, TX 75002
2400 COUNTRY CLUB RD.
BEVERLY A. PARR & RODERICK J. PARR
LUCAS, TX 75002
2335 COUNTRY CLUB RD.
GARRETT DANIEL RYAN
20' EXISTING UTILITY EASEMENT5+00 6+00 7+00
PROP. 12 W/L @ +1.93%
PROP. 12 W/L
@ +3.60%
F/
L 12
" 580.3
0
F/
L 12
" 582.2
3
F/
L 12
" 584.15
F/
L 12
" 586.7
9
EXIST. GROUND @ C/L OF PIPE
W/ CLASS "B+" EMBEDMENT
370 L.F. 12" AWWA C900, DR-18
CO
NN
EC
T
TO
EXIS
T. 12
" W/
L
F/
L
EX. 12
" 587.5
+/-
ST
A. 8
+19.8
6
F/
L 12
" 585.2
7
ST
A. 7
+57.8
8
1-12" VALVE
INSTALL:
PROPOSED 12" W/L
STA. 7+82.12
EXIST. 12" WATER
555
560
565
570
575
580
585
590
595
555
560
565
570
575
580
585
590
595
6+00 7+00 8+00
MA
TC
H
LIN
E
ST
A. 4
+50
MA
TC
H
LIN
E
ST
A. 4
+50
200 40 60
50
(IN FEET)
GRAPHIC SCALE
10 15
HORZ
VERT
5+00
PROP. 12" WATER
(HORIZONTAL BEND)1-12" 45° BEND1-12" VALVEINSTALL:PROPOSED 12" W/LSTA. 7+79.00
FUTURE ROADWAYFUTURE ROADWAY
5
WM
NOTES:
SF SF SF SF
SF
SILT FENCEINSTALL 360 L.F.
4+5
EXIST. 12" WATER IN PLACEABANDON AND GROUT FILL
F/
L 12
" 579.3
3S
TA. 4
+50.0
0
HORIZONTAL & VERTICAL CONTROL POINTS
NO.
CP E0430080
DESCRIPTION NORTHING EASTING ELEV.
CONCRETE
MONUMENT IN
2" TXDOT BRASS
COUNTRY CLUB ROAD WATER LINE
STATION NORTHING EASTING
7095532.81
7095569.54
7096104.40
7096111.55
2549583.09
2549590.25
2549229.75
2549193.02
7096356.88 2547374.33 606.42'
VERTICAL BENDPROPOSED 12" W/LSTA. 7+57.88
STA. 8+19.86
STA. 7+82.12
STA. 1+37.43
STA. 1+00.00
PLUG EXIST. 12" W/L(HORIZONTAL BEND)1-12" 45° BENDINSTALL:CONNECT TO EXIST. 12" W/LSTA. 8+19.86
REMOVAL BY CONTRACTOR).
10. CONTRACTOR TO COORDINATE WITH CITY PRIOR TO TREE REMOVAL (TREE
LINE PLANS (DESIGNED BY OTHERS).
9. DETAILS AND SPECIFICATIONS ARE INCLUDED IN THE STINSON ROAD WATER
CONSTRUCTION.
8. CONTRACTOR TO RESTORE DRIVEWAYS TO ORIGINAL CONDITION AFTER
CONSTRUCTION.
7. CONTRACTOR TO VERIFY DEPTH OF EXTISTING WATER LINE PRIOR TO
14 GAUGE WIRE.
THE LENGTH OF THE WATER LINES. THE TRACER WIRE SHALL BE MINIMUM
BE INSTALLED JUST ABOVE THE PROPOSED WATER LINES AND THROUGHOUT
CORPORATION'S DIGITAL PXL-2 PIPE LOCATOR THE TRACER WIRE SHALL
COMPATIBLE WITH AND WILL ALLOW DETECTION BY RADIODETECTION
6. CONTRACTOR SHALL FURNISH AND INSTALL A TRACER WIRE THAT IS
OF ALL SERVICE CONNECTIONS.
GENERAL NOTES SHEET (FOR INFORMATION REGARDING THE INSTALLATION
5. CONTRACTOR SHALL REFER TO THE SEVICE CONNECTION NOTES ON THE
WATER LINES IN PLACE.
OVER. CONTRACTOR SHALL CUT AND NON-SHRINK GROUT FILL EXISTING
AND ABANDON IN PLACE ONCE ALL SERVICE CONNECTIONS ARE CHANGED
4. CONTRACTOR SHALL TAKE THE EXISTING WATER LINES OUT OF SERVICE
AND OTHER FITTINGS THAT ARE REQUIRED FOR THE PROPOSED WATER LINE.
3. MEGA-LUGS SHALL BE FURNISHED AND INSTALLED ON ALL BENDS, VAVES,
NO ADDITIONAL COST.
WORK AND WILL HAVE MATERIALS ON HAND TO MAKE SUCH REPAIRS AT
ALL REPAIRS TO EXISTING LINES DAMAGED DURING CONSTRUCTION
ARE TO THE BEST KNOWLEDGE OF THE CITY. CONTRACTOR WILL MAKE
LOCATIONS OF PIPELINES SHOWN ON THE PLANS ARE APPROXIMATE AND
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING BURIED LINES.
STOPS ON THE PROPOSED WATER LINE.
BESIDE ALL VALVES, ABOVE BENDS AND ABOVE ALL CORPORATION
AND INSTALLED NO DEEPER THAN 4 FEET BY THE CONTRACTOR
1. A 3M LOCATOR COMPATIBLE WITH TYPE 1265 SHALL BE FURNISHED
(ACQUIRED BY OTHERS)PROPOSED R.O.W.
2
1-WMINSTALL:PROPOSED 12" W/LSTA. 5+30.00
c:\
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5/15/2015
9:3
1:02
AM
PLUG EXIST. 12"
RECORD DRAWINGSDO NOT MODIFY
LOCKWOOD, ANDREWS & NEWNAM, INC.NOTE: INFORMATION USED TO DEVELOP
THESE DOCUMENTS WAS TAKEN FROM
RECORD OF THE WORK DRAWINGS PRE-
PARED BY THE CONSTRUCTION CONTRACTOR,
DATE: 05/15/2015
THIS INFOMATION WAS NOT VERIFED.