Freeport NIP(1)-ES 95110108/05/99 08:32 CITY OF COPPELL ENGINEERING 540 W ELM ST NO.190 P02
APPROVED AS NOTELd
ZIP
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lb* Cb MAIM A Bevutlha tP►eme
General Contractor: }7/F.�t/f eS '17 ceoY
Utility Company Represented:
OTXU
DRY BORE STREET CUT SAW CUT
PERMIT
IN
RIGHT -OF -WAY EASEMENT
kIO..�G417- 3P'o3cm
OLone Star 111-GTE
acM TO 2/liei9,JCtr �p00 S. /6rdz 44/
Date:
PERMIT FEE: $100.00
(No charge to Utility Companies with approved Franchise /ROW Use Agreement)
0 Plans provided and approved
(Erosion Control /safety fences must be installed prior to beginning work)
Project Name/Location: C,4BU 4 2 s. 4Y'./
Permit issued to Company/Representative:
Address: 43/6 15/M j4Y /2J- 7:C. 75 67
Telephone &72)#X Emergency Telephone
General Description of work (provide copy of approved plans):
&WE eue, ,c4Y •aae/
L] SWBe1! D Paragon
O CoServe Comm. 0 CoServe Electric 0 Other
If "Other" is checked, please note that franchise or right -of -way use agreements will be required
and need Council approval prior to beginning work. Permit cannot be approved until that time.
Was contact made with City and/or utility companies to locate existing utilities?
if NO. Reason: YES L?f NO O
Is removal of existing streets, alleys or sidewalks necessary? YES 0 NO L9
if YES, must have City inspection prior to concrete replacement
Rcviscd 709
xbU/Oi /y 08:32 CITY OF COPPELL ENGINEERING 540 W ELM ST
f.
Pry Bore Street Cut Saw Cut Permit
Page 2
Representative(s) of the Contractor must adhere to all avn#nwsion standards approved by the aty of
Coppell, which Includes but is not limited to; Erasion. Control Ordinance, conpaalom
requirements(densuy tests may be required at the applicants copse) and batricachng acconling to
the Texas Manual on Uniform Traffic is Control Demos. Area(s) acted moat be restored to as good
condition as before the commencement of work @albsg, thdrurge, vegetation. and erosion control).
Any excavation requiring closing of a street/alley must be reported prior to closing to the following:
Police Department 972/304 -3600
Fire Department 0 972/304 -3500
Street Department 0 972/304-3346
Engineering Department 0 972/304.3679
Attach barricade plan trench safety plan if a lane or street closure is _required.
Note Street closures are allowed from 9:00 a.m. anti! 3:CV) p.m. only unless otherwise approved by
City Engineer.
Attach Work Order (franchise only).
Contact must be wade with Cray and utility companies to locate airing utilities 48 how prior to
beginning of wont.
Signs re y till 'Qmpany resentative Date
/2 -y9
Si tadve Date
du
Signature of City Represent Date
✓r gKI7 �Z mn 4 y 1-f� i �Zwr rein/ k4/ f
Comments: _oe,
Note: Notify City Inspector at 972/304 -3679 prior to beginning xnvrk and prior to bad fill for
concrete. trench, ditch and open pit inspections.
(8acfill Hurst meet all construction standards approved by the City of Copp.)
Applicant shall btdemnify and jbrever hold harmless against each and every claim, demand or cause
of action that may be made or come against it by reason of or if any way arising out of the closure,
blocking. excavating, daring, tunneling, or other work by the applicant raider permit from the CV.
if such permit is granted.
NO. 190 003
El,
J
AIbrE Au_ UT1uTJES
.SH#b41,.J Al2.E AT
APPRDX1M4ord. I. ,CATiv�15
LOCATE PQJb&Tb TREIJC14s 4
gaze 75'i. Pi..
I 4" PVe. ---4
GTE lnl. 0 54.47 -3 E'oD3CM
PERm IT b ktt_Y
/O tbo
-4— GTE .SPL. BOY
GTE PE 7AL' 5q13
/b t77
GREEKV/EW DR.
Pr' 11/ iske Gwwn(Am cA.fi
GC rnwn wa Cal
J.8. 3' PL oJl
E/P
E/P
WATER SANITARY SEWER PLAN
FREEPORT NORTH
MEPC AMERICAN PROPERTIES
COPPELL, TEXAS
DRAWN DATE SCALE NOTES
IAVO 021WSS.GN WSS 1
4•SS TO BE INSTALLED BY
DRY BORE WITHIN THE ROW
CONNECT TO EXISTING
10•SS MAN WITH STD.
CONNECTION .3�1
FL. 4'SS= 512.25,
FL. 10•SS =507.5
INSTALL
1 -4• CLEANOUT
1 -4' 45' BEND
1 -4' 45' WYE
FL 4' as 523.85 '410
INSTALL
1 -4' CLEANOUT
INSTALL 1 1
1 -4' 45' WYE
FL 4's6=517.0 (NW) IN 1
FL 4's8=517.0 (NE) IN
FL 4'66=517.0 (SW) 0U1
INSTALL
CLEANOUT
1-4' 45' BEND
1 -4 45' WYE
FL 4' sa 523.85
INSTAL 1
1 -4' ANOUT
INSTALL s
1-4' CLEANOUT
1 -4' 45' WYE
INSTALL 1
1- 4'-45' WYE
1 -4' CLEANOUT
FL 4• SS 517.45
INSTALL
1-4' CLEANOUT
INSTALL s
1 -4' CLEANOUT
INSTALL
1 -4' TWO WAY CLEANOUT
FL 4' as 524.0
80' TYP.
INSTALL
1 -4' CLEANOUT
INSTALL
1 -4' CLEANOUT
FIRE LINE FOR INFORMATION ONLY
SEE FIRE PROTECTION DRAWINGS
INSTALL
1 -4' CLEANOUT
FIRE LINE FOR INFORMATION ONLY
4 SEE_EIRErERATEC.T ti.0801�9�i_-
-30' FIRE LANE
ACCESS ESM'T
(SEE NOTE 7)
1- 6' CLEANOUT
CONNECT TO PROPOSED 6'LAT.
PROP. FL 6' sa= 519.0
VERIFY ELEV. PROP. 6' LAT. BY
OTHERS PRIOR TO BEGINNING
CONSTRUCTION.
PROVIDE 20 LF OF CONC.
ENCASEMENT (10' EA SIDE
OF STORM SEWER) ALONG
6' S.S.'
SS MH (BY OTHERS)
PROPOSED:
FL 8' 514.95 (IN)
FL 8' 514.86 (OUT)
FL 6' 514.95 (IN)
TOP 522.45
44 4 T
S EE
No ESA/•
x 1 v- -v-- 2
t 1 1 1 1 P
Orate fL i 1 1 1
1 1 .i�o_ -fr 1 r
I 1
•i 1.
1 1 r 1
Y
20' x 20' UTIL. ESM'T
(SEE NOTE T)
7 �f352 L 4' 5S o 1.5Z
1
r.
't
4 w
0 .4°
O,
O P
l\
L.
6= 50'33'51'
R= 950.00'
T= 469 14'
87).54_
I
2 ="F.__
rJ
ti t
869.55 SO'18'01•E
1
1
g T if S
ViCAt OP .6 47- 3Pe03
P604/ r Citay
INSTALL
1 -4' TWO WAY CLEANOUT
FL 4' ss 524.0
INSTALL
1 -4' CLEANOUT
1 -4' 45' BEND
1 -4' 45' WYE
FL 4' as 523.85
INSTALL
3 -4 CLEANOUTS
2 -4' 45' WYE
2 -4' 45' BEND
END AND CAP 6' SS
FL 4'ss= 521.60 (WEST) IN
FL 4'ss= 521.60 (EAST) IN
FL 6'ss= 519.70 (NORTH) OUT
INSTALL s
1-4' CLEANOUT
4 1
20' DRAINAGE ESM'T
(SEE NOTE 7)
INSTALL 1
2' IRRIGATION METER
w \BACKFLOW DEVICE
74 .13'
1 FI LIy,_ FOR INFORMATIOW ONLY
SEE FIRE PROTECTION DRAWINGS
T
r
M
IV
tr
I 1
t
Ji
1
1
Qo
1.to 1
N 1
1 11 11 11 1
ddF-
y a
+l9
INSTALL
2' DOMESTIC WATER METER
SERVICE AND METER
.IG�1 i 1 r \BACKFLOW DEVICE
1
;I
A
6' SS LATERAL
BY OTHERS
1
4' I
1
I 1 1
1{
1'
I; 1
i -4- 24' FIRE LANE
ACCESS ESM'T
0 1 i (SEE NOTE 7)
PROP. ESM'T BY
SEPERATE INSTRUMENT
1' '1
ply 1,
1 it 20' DRAINAGE ESM'T
(SEE NOTE 7)
REVISED 8-Z9-94 Aswo7'EP
REVISED 12-28 -95 AS NOTED
AND ADDED FIRE LINES FOR
INFORMATION ONLY
REVISED 1- 12 -96, AS NOTED
REVISED 2- 15 -96, AS NOTED
REVISED 2-21 -96, AS NOTED
GENERAL NOTES
1- ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY
AND ARE FOR THE CONTRACTORS GUIDANCE ONLY.
THE CONTRACTOR SHALL VERIFY THE LOCATION
SIZE AND MATERIAL OF ALL UTILITIES AFFECTED
BY CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL CONTACT ALL AFFECTED
UTILITIES 48 HRS PRIOR TO CONSTRUCTION.
GTE 434 -2724
LSG 563 -3444
TUEC 323 -8911
PARAGON 259 -1500
CITY OF COPPELL 462 -0022
2- ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH
CITY OF COPPELL STANDARD SPECIFICATIONS AND GENERAL
DESIGN STANDARDS. AND STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION PREPARED BY
NORTH CENTRAL TEXAS C.O.G. (LATEST REVISION).
3- COORDINATE SERVICE CONNECTIONS WITH PLUMBING
CONTRACTOR. IF BUILDING PLUMBING HAS BEEN INSTALLED.
CONNECT TO SERVICE IN LIEU OF ENDING AND CAPPING.
4- WATER SEWER SERVICE SIZES PROVIDED BY OTHERS.- z'
5- FIRE PROTECTION SYSTEM NOT SHOWN. SEE FIRE
PROTECTION DRAWINGS.
6- COORDINATE WATER AND SEWER CONNECTIONS T0'
PROPOSED CREEKVIEW INFRASTRUCTURE W /CREEKVIW
CONTRACTOR INCLUDING LOCATION AND ELEVATION.
7- EASEMENTS SHOWN ARE BASED ON REPLAT OVA
PORTION OF FREEPORT NORTH FLED 1995, DEC. 19
10s05 am. COUNTY CLERKS OFFICE. DALLAS COUNTY;'
BM
BM9
25 57 TS ,W 193
SCALE IN FEET
BENCHMARKS: -r.
PK/SHINER IN ASPHALT PAVEMENT AT SOUTHEAST,:
CORNER OF ROYAL LANE AND BETHEL ROAD
bt
4.