Rosebriar-PT120710 (2) T H t • C 1 T 1/V . O r
COPPELL
f Y ny �I^;
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant: 12054/Am. l)eue .e.hi- LIZ Date Submitted: 3.,\.1
Address of Applicant: 3D0 East Jaw. (vfe$ev- , ,S'.,,k. 540 ,\N"44....150(22
Phone Number: 9121/793-1625 FAX NUMBER:
Location of Construction (address, if available):
R,,e_\,ri av t s• eS
Subdivision Section # Block# Lot#
OR
Survey/Abstract# Acreage
Location description (attach vicinity map): t.{ u. @ t ya X W De d
1
1. Type of proposed construction or development:
(Residential ( ) 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:
('1i aving ( ) Median or Landscaping ( ) Box Culvert
(Sidewalk (Water Main ( ) Rip Rap
( ) Drive Approach (t-YR.C.P. ( ) Fill Area
( ) Excavation (i'S�anitary Sewer Main ( ) Drainage Channel Excavation
( ) Fire Lane ( ) Flume ( ) Slope Protection/Retaining Wall
( ) Bridge (w)'Inlet ( ) 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 c) 7 4 Date Paid: 7/1 c
NOTE:A separate excavation permit is required anytime pavement is cut or when there is work in the
right-of-way not approved by the City Engineer.
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
> Attach barricade plan / trench safety plan of a lane or street closure. (Required)
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 3:00 p.m. ONLY unless otherwise approved
by City Engineer.
A pre-construction meeting is required prior to beginning work related to this permit.
1I11Contact the inspector assigned to your project to schedule the meeting.
Vewn kAa-RN er �1\ 2'4fz2--1'.I
Applicant P
Signs re df A `'�
ritlted Name Contac Number
�ICennyhatne ra-yQIoo. eDn't
City Inspector ontact Number(s)
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? ( ) YES (' 'NO
If YES, a Floodplain Development Permit is required before any construction can begin.
Is additional information required? ( ) YES O
Are other federal, state, or local permits required? () YES NO
)(PE ' t ' 'LICATION APPROVED () PFII IIT APPLICATION DENIED
1[(o(( _
�r a pproval 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.
a,s o= a 'p
w co
4.
.. 0.
y M
.0� a as
'ti • 2 E eo
: CO; c4 o
o II
a, E a,
F) t - r
,-, 0
_ ar. a, N
O x c a o v
.,
e3 an
= o` cm
= i c a w
ri E •C O L al
a
on
. ° > a) .oE � o
aw � C CZ
U . Q a c,W s
x ° � C . o Q
r c/� W v, ° .0
o > u M«,
O Q y Q. C _\
* O V c 0 V 6A
• t• � , d ..
Immit' a O W V7 y ,-
l
o
s O E fl !' I �,
>se en
e^^w d y OA Tt. r`' a
u a o
d
hi 0 A 4 LA $... ..0 a
Z `
a w o a , C z, a
cn
y -
a �U s = ai « z
o F, a (It-f' a
.. a
.7 •U e CC
61 N
61
Lli > = u F.
� r e4 s a,
-o Q d" NM tc
_ s _ ,e
°
• -o
a,
"> ea = a= m O U •••• N 1rb
i
c, •O n. t e
d _. _ co C
CO
0. ..+ U 0 C
W ° ,CO. N •�+ — c E
U c >, u a
Z ° mud w
3
co to o > o Lit W Q s
0
(�,) v c ° 2 ° a >. w
E",0 Ti
W s •. -0 N
a. .9. cG cn ... F c
°" O u as
'fl .� z W E— 2 >- 3 CC o c4 LI.J
i.
tz. ¢ w -0a` — c aa.. 3 ci Q O
_ e
BID PROPOSAL
JACKSON CONSTRUCTION, LTD.
- 5112 Sun Valley Drive
Fort Worth,Texas 76119
Contact: Steve Haberstroh
Phone: 817.572.3303
E-mail: steve a@jacksonconstruction.net
u to To: Rosebriar Development,LLC Job Name: ROSEBRIAR ESTATES
do Mr.Marc Paquette,P.E. Location: Coppell,Texas
E-mail; marc.paquette(4)pelotonland.com Bid Date: June 29,2012
Phone: 817-562-3350
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT
1 8"P.V.C.WATERLINE 701.00 LF 30.00, 21,030.00
2,8"P.V.C.WATERLINE(BY BORE) 43.00 LF 120.00 5,160.00
3 8"GATE VALVE&BOX 2,00 EA 1,350.00 2,700.00
4 16"X 8"TAPPING SLEEVE&VALVE 1.00 EA 5,000.00 5,000.00
5 CONNECT TO EXISTING WATER LINE 1.00 EA 1,000.00 1,000.00
6 FIRE HYDRANT ASSEMBLY 2.00 EA r 3,600.00 7,200.00
7. 1"IRRIGATION SERVICE 2.00 EA 1,100.00, 2,200.00
8 1"SINGLE WATER SERVICE 6.00 EA 1,100.00 6,600.00
9 TRENCH SAFETY 701.00 LF 1.00 701.00
10,TESTING(EXCLUDING GEOTECH) 701.00 LF 1.00 701.00
SUB-TOTAL WATER DISTRIBUTION 552,292.00
SYSTEM
1 8"SDR-35 P.V.C.PIPE (ALL DEPTHS) 494.00 LF 25.00 12,350.00
2 4"SERVICE LINES 6.00 EA 650.00 3,900.00
3 4'DIAMETER MANHOLE(ALL DEPTHS) 1.00 EA 3,000.00 3,000.00
4 4'MANHOLE OVER EXISTING LINE 1.00 EA 2,700.00 2,700.00
5 R&R CONCRETE PAVEMENT 44.00 SY 100.00 4,400.00
6 TRENCH SAFETY 494.00 LF 2.00 988.00
7 TESTING(EXCLUDING GEOTECH) 494.00 LF 2.00 988.00
SUB-TOTAL SANITARY SEWER SYSTEM $28,326.00
I 18"R.C.P. 57.00 LF 65.00 3,705.00
2 24"R.C.P. 44.00 LF 78.00 3,432.00
3 10'INLET 2.00 EA 4,000.00 8,000.00
5 CONNECT TO EXISTING STORM LINE I.00 EA 500.00 500.00
6 TRENCH SAFETY 101.00 LF 2.00 202.00
SUB-TOTAL STORM SEWER SYSTEM 515,839.00
1 6"REINF.CONCRETE STREET PAVEMENT 2,108.00, SY 40.00 84,320.00
2 6"SUBGRADE PREPARATION 2,252.00 SY 6301 14,638.00
3 HYDRATED LIME(408/SY) 45.00 TN 200.00 9,000.00
4 BARRIER FREE RAMPS 2.00 EA 975.00 1,950.00
5 SAWCUT&REMOVE EXISTING CURB 78.00 LF 8.00 624.00
Page 1 of 2
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT
6 STAMPED CONCRETE 387.00 SF 15.00 5,805.00
7 TRAFFIC CONTROL AND PLAN 1.00 LS 500.00 500.00
8 4'CONCRETE SIDEWALK 132.00 LF 28.00 3,696.00
9 6'CONCRETE SIDEWALK 28.00 LF 36.00 1,008.00
10 6'CONCRETE SIDEWALK(REMOVE) 86.00 LF 8.00 688.00
11 4" PVC SLEEVES 150.00 LF 15.00 2,250.00
SUB-TOTAL STREET AND ALLEY PAVING $124,479.00
GRAND TOTAL $220,936.00
NOTES;
Jackson Construction,Ltd.has EXCLUDED the following from our Bid Proposal:
State&city permits,inspection fees
Construction staking
Geotechnical construction testing
SWPPP,erosion control,seeding,sodding,curies blanket
Cleaning of storm drain pipe and structures
Pavement markings,striping,permanent signage
Relocation of any existing dry or wet utilities not specified
Replanting of trees,shrubs,landscaping
Irrigation relocation
Jackson Construction,Ltd.has INCLUDED the following in our Bid Proposal:
Payment,Performance&Maintenance Bonds
Construction barricades&traffic control
Utility locates
Cleanup for final acceptance,haul off-site all JCL debris
FINAL PAYMENT SHALL BE BASED ON IN PLACE MEASURED QUANTITIES
Jackson Construction,Ltd will hold the above pricing for 30 calendar days from today's date We appreciate the opportunity to
offer this proposal and hope we are the successful bidder If we can be of further assistance please do not hesitate to call
Respectfully submitted,
Steve Haberstroh
Page 2 of 2