A LEO A. DALY COMPANY

R E V I S I O NNO. DATE

2

1

3

4

5

6

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:\

project

wis

e\rctunnell\d0236466\f

m13

78

wtr02.d

gn

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.