Royal Oaks-PT110915 T H 6 • C I T Y • O F
COPPELL
A s
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant: ,Wit gee. u...G Date Submitted: 4-9 Zo t 1
Address of Applicant: 1 47.7.4 •• ca'4ttt,bt_ Izoloti I' Zoo
?t' Sri • Tipp
Phone Number: gn lot 44 FAX NUMBER: Ziw. 451- 001.4
Location of Construction (address, if available): _
owes
Subdivision Section # Block M Lot #
OR S
Survey /Abstract X Acreage
Location description (attach vicinity map): 2::inu s4gctfrvu .G Lem, twima 0 Haws RA
1. Type of proposed construction or development:
(g idential ( ) Alteration of a natural waterway drainage course
( ) Non - residential ( ) Other (describe & attach drawing or sketch)
( ) Placement of Fill (in right -of -way or on private property)
2. Description of Construction Permit requested:
(•Paving (Median or Landscaping ( ) Box Culvert
( ) Sidewalk •Water Main ( ) Rip Rap
( ) Drive Approach (4 LC.P. ( ) Fill Area
(.,Excavation (Sanitary Sewer Main ( ) Drainage Channel Excavation
( ) Fire Lane ( ) Flume ( ) Slope Protection /Retaining Wall
( ) Bridge • (4nlet ( ) Parking Lot
Provide an attachment containing the name and 24-hr. contact phone number
of supervisor(s) for every contractor working under this general permit.
3. All construction shall be in compliance with, but not limited to, the City of Coppell
Subdivision Ordinance, Standard Construction Details, Streetscape Plan and approved plans.
The contractors shall adhere to the City's Erosion Control & Sedimentation Ordinance.
4. Applicant shall provide a copy of approved plans, specifications and related cost estimate or
contract for the purpose of permit fee calculation verification.
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Page 2
5. A Construction Inspection Permit Fee shall be paid prior to beginning work, in accordance
with the City of Coppell Fee Ordinance. See Page 3 for calculation formula.
Amount Due: $ g /4 3 0 • 0 0 Date Paid: ?L IS /IM
NOTE: A separate excavationpermit is required anytime pavement is cut or when there is work in the
right -of -way not approved by the City Engineer.
D Any work requiring closure of a lane of traffic, street, or alley must be approved
in advance by the Engineering Dept., with notification to the following prior to
closure:
Police Department @ 972 - 304 -3600 Street Department @ 972 - 462 -5150
Fire Department @ 972 - 304 -3500 Engineering Dept. @ 972 - 304 -3679
D Attach barricade plan / trench safety plan of a lane or street closure. (Required)
D It is a requirement of this permit that As -Built Drawings be turned in at the end of
this project. As- Builts consist of 1 set full size paper copy, 1 set full size mylar and
CD with Autocad.dwg files.
NOTE: Street closures are allowed from 9:00 a.m. until 4 :00 p.m. ONLY unless otherwise approved
by City Engineer.
D A pre- construction meeting is required prior to beginning work related to this permit.
Contact the inspector assigned to your project to schedule the meeting.
Ntsk -LENT" 9 3Dicia-p4
Si , tire of Applicant Printed Name Contact Number
'te., O'De.L.L_____.. q12 -3o 4- 70go / -46x- -
City Inspector Contact Number(s)
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? ( ) YES .)c
If YES, a Floodplain Development Permit is required before any construction can begin.
Is additional information required? ( ) YES ( ) NO
Are other federal, state, or local permits required? ( ) YES ( ) NO
7 yVy.ER1VII P APPLICATION APPROVED () PERMIT APPLICATION DENIED
a flu 1 1 i
1 11 . 111 rk ty Approval Date
Applicant shall indemnify and forever hold harmless against the City of Coppell 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, cutting, tunneling, or other work by the applicant under permit from the City, if such
permit is granted.
tu O
'
I - C - .5.. « M
A N
E
j a
c I
i a) b 0
P
0. `' o
N
u o 3 >C f-
g O v u
�'C O b
0) OC L a
gi W a) ^ ... F
sr a.) _ r W F
O $ °'
0 rJ O ^ ' a 04 < fl A.
W P. . r . �° w N!
= . o a u F
V1 W o o .
Z E'i VI v° u o a.
At r
0 A y. a p _-
E" O N "C7 V co,
.�
0 4-r CI > 4
1�\Lllr.o I o � O q
Vi
II
Y ,\ U c N y 'a
4.0 u o z'
W •� 1 4 4
O.
N V a 6.
x Nuil ` W O N
l 4. Z > O > u 17 ■
O Ca > Q > ° i LI
ill U � � a " w F I 1
Z
14 0. r wC
>� a
1.4 a 04F 1
0 40 VA
hi
a • a 0 } .
> ea = a u a N 0 .
cn o a «
0 . 'r
-tz LA la o E ,,
a.
d w v • Ca w a
3 x d
z o o W u:
V 0 CI) o u o a y W a FO a
W o r o c:4 v) v' u) Q
` o s w H w w
O °� -� o > E-' z 0 a w x
CG ¢w -o a. : u • a 3 c/) ( /) < A O o
_ u
CONATSER
CONS I RUC l ION TX, L.P.
FORT WORTH, TEXAS
P.O. Box 15448 Ft Worth, Texas 76119 817.534.1743
ROYAL OAKS
CITY OF COPPELL
PROJECT BID SUMMARY
August 1, 2011
EXCAVATION IMPROVEMENTS $69,100.00
PAVING IMPROVEMENTS $83,224.50
UTIUTY IMPROVEMENTS:
Water $45,438.00
Sanita Sewer $54,961.00 -
Storm Drainage $27,151.00
TOTAL UTILITIES $127,550.00
MISCELLANEOUS -- $10,050.00
TOTAL BID $289,924.50
NOTE: This bid is submitted as a package. We will not accept portions of this bid.
Thank you for the invitation to bid on Royal Oaks. We offer turn -key civil construction services including
underground utlllty, excavation, paving and franchise utility installation. We are an approved Atmos and
Oncor installation contractor. By providing turn -key site construction services, we create a seamless
construction schedule that will facilitate expedition of the project. We appreciate the opportunity to work
with you.
THE FOLLOWING ITEMS ARE EXCLUDED FROM AND NOT INCLUDED IN SCOPE OF WORK FOR THIS BID:
1. Construction staking
2. All City Inspection and Impact Fees
3. All Walls, Landscaping & Irrigation
4. All Geo -Tech & Testing
5. Demolition
NOTE: Construction Staking is available and bid upon request.
Respectfully Submitted,
CONATSER CONSTRUCTION TX, LP
Brock Huggins
Vice President
08/01/2011 12:21
110498 Royal Oaks
"" Cliff Harris BID TOTALS
AMOR Rtiffil PAM %wall a Unit Price Bid Total
1010 6" REINF CONC 2,191.000 SY 27.00 59,157.00
1020 PROCESS LIME 2,410.000 SY 2.75 6,627.50
1030 LIME 34.000 TN 160.00 5,440.00
1040 SAWCUT/REPL CONC PVMT 170.000 SY 50.00 8,500.00
1050 ADA RAMP 2.000 EA 1,000.00 2,000.00
1060 MAINT BOND 1.000 LS 1,500.00 1,500.00
SUBTOTAL PAVING 583,224.50
2010 ROW CLEAR 1.000 LS 3,500.00 3,500.00
2020 ST EXCAV 8,500.000 CY 3.00 25,500.00
2030 GRD LOT PADS 22.000 EA 400.00 8,800.00
2040 SPOILS HAULOFF 500.000 CY 6.00 3,000.00
2050 TREES REMV 1.000 LS 14,500.00 14,500.00
2060 SILT FENCE 2,000.000 LF 1.50 3,000.00
2070 INLET PROTEC 2.000 EA 150.00 300.00
2080 CONST ENTRC 1.000 LS 1,500.00 1,500.00
2090 CURLEX PRKWYS 1,200.000 LF 1.25 1,500.00
2100 OVERSEED LOTS 1.000 LS 7,500.00 7,500.00
SUBTOTAL EXCAVATION 569,100.00
3010 8" DR14 590.000 LF 22.00 12,980.00
3020 6" DR14 50.000 LF 19.00 950.00
3030 8" GATE VALVE 1.000 EA 1,000.00 1,000.00
3040 6" GATE VALVE 2.000 EA 850.00 1,700.00
3050 16X8 TAP SLVNALVE 1.000 EA 4,500.00 4,500.00
3060 FH 2.000 EA 2,500.00 5,000.00
3070 1" COPPER SVC 24.000 EA 400.00 9,600.00
3071 RELOC XIST SVC 2.000 EA 1,200.00 2,400.00
3080 FITTINGS 0.400 TN 3,000.00 1,200.00
3090 O/C R&R CONC PAVMT 371.000 SF 8.00 2,968.00
3100 TRENCH SAFETY & TESTING 640.000 LF 1.00 640.00
3110 TRAF CTRL 1.000 LS 1,500.00 1,500.00
3120 MAINT BOND 1.000 LS 1,000.00 1,000.00
SUBTOTAL WATER 545,438.00
4010 8" SDR35 807.000 LF 22.00 17,754.00
4020 SS MH 5.000 EA 2,500.00 12,500.00
4030 4" SDR35 SS SVC 16.000 EA 400.00 6,400.00
4040 4" SS LATERAL BORE 6.000 EA 2,200.00 13,200.00
4041 O/C R&R CONC PVMT 60.000 LF 30.00 1,800.00
4050 TRENCH SAFETY 807.000 LF 1.00 807.00
4060 TRAF CTRL 1.000 LS 1,500.00 1,500.00
4070 MAINTBOND 1.000 LS 1,000.00 1,000.00
1
08/01/2011 12:21
110498 Royal Oaks
* ** Cliff Harris BID TOTALS
® Riad Ram Quaittx k Pr sit Bid Titlaj
SUBTOTAL SANITARY SEWER 854,961.00
5000 21" RCP 43.000 LF 42.00 1,806.00
5010 24' RCP 341.000 LF 45.00 15,345.00
5020 10' INLET 2.000 EA 2,000.00 4,000.00
5021 12' INLET 1.000 EA 2,500.00 2,500.00
5030 CONN TO XIST INLET 2.000 EA 500.00 1,000.00
5040 TRAF CTRL 1.000 LS 1,000.00 1,000.00
5050 TRENCH SAFETY 1.000 LS 500.00 500.00
5060 MAINT BOND 1.000 LS 1,000.00 1,000.00
SUBTOTAL STORM DRAINAGE 827,151.00
6010 8' STONE THIN WALL W/PIERS 12' O.C. 500.000 LF
6020 2'X2' STONE COLUMN W/CAPS 15.000 EA
6030 8' BOARD ON BOARD W/ METL POST STAINED 475.000 LF
6040 LNDSCP 1.000 LS
6050 IRRIG 1.000 LS
SUBTOTAL WALL & LANDSCAPING
7010 SLV CROSSINGS 300.000 LF 12.00 3,600.00
7020 ST SIGNS 1.000 EA 450.00 450.00
7030 ST LIGHT 2.000 EA 3,000.00 6,000.00
SUBTOTAL MISCELLANEOUS 510,050.00
Bid Total ----> 8289,924.50
* *Notes:
Items in italics am Non - Additive.
2