Signature-PT120628 TN [ • C I T Y • 0 F
COPPELL
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CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant: Jim Swartz-Resource Commercial Date Submitted: June 27.2012
Address of Applicant: 5323 Spring Valley Road, #300;Dallas,TX 75254
Phone Number: 972-980-0880 FAX NUMBER: 972-980-2442
Location of Construction (address, if available): 1530 East Sandy Lake
Signature Living at Denton Creek Addition A 1
Subdivision Section # Block# Lot#
OR
Survey/Abstract# Acreage
Location description (attach vicinity map):
1. Type of proposed construction or development:
( ) Residential ( ) Alteration of a natural waterway drainage course
(JQ 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:
(J$ Paving ( ) Median or Landscaping ( ) Box Culvert
00 Sidewalk pQ Water Main ( ) Rip Rap
00 Drive Approach (X)R.C.P. ( ) Fill Area
00 Excavation (}4 Sanitary Sewer Main ( ) Drainage Channel Excavation
00 Fire Lane ( ) Flume ( ) Slope Protection/Retaining Wall
( ) Bridge ( ) 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: $ 13,005.10 Date Paid: i'2,..0 Z
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 0 972-462-5150
Fire Department a 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 En.''eer.
A pre-const tion meeting is required prior to beginning work related to this permit.
Contact the ■spe to ,ssigned to your project to schedule the meeting.
,_ _;�. ,_1,/ Jim Swartz 972-980-0880
Signature of Applica f Printed Name Contact Number
oc.ic o'O-e (- 01 -74 ''1'10 GI /
City Inspector Contact Number(s)
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? 4 YES ( ) NO
If YES, a Floodplain Development Permit is required before any construction can begin.
Is additional information required? ( ) YES (-MO
Are othe ederal, state, or local permits required? ( ) YES (-4-NO
) ' I T APPLICATION APPROVED () PERMIT APPLICATION DENIED
_ �;�ii 6PS(r-L.
ity 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.
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NEW CONSTRUCTION PROPOSAL/CONTRACT
Date: 5/15/2012
Submitted To: Resource Commercial Inc
Attention: Jim Swartz
Job Address: River Oaks Assisted Living Coppell,Texas
We hereby propose to furnish the materials.equipment end labor necessary for the following:
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Page 1 of 2
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MEMMILLMILLIALUMMEMMIIMMEMMIMMEM 3,•
2 .1800
Note: Bid is based on continuous progress throughout the project. Subgrade accepted
prior to others beginning work.
EXCLUSIONS:(unless specified)Any city fees or city inspection or overtime fees,permits.
bonds,sales use&excise tax,soil testing,concrete testing,any erosion control or maintenance
of or inspections of,construction entrance removal,construction stakingor blue tops,tree
survival,sidewalk removal or replacement,pavement removal or replacement,concrete sawing
or sawing of existing curbs, landscape or irrigation replacement,fence removal or replacement,
job trailers or construction fencing,hydromulch or grass, storm water pollution plan or
maintenance of,debris or spoil haul-off,clean up of others,contaminated soil removal,
construction water or water meter,manipulation of or removal or replacement of unsuitable
material,installation of lime or cement treated sand or base,any other soil treainents,fine
grading, import of materials,rook stone or flexbase,load dumpsters,topsoil,plastic or poly
sheeting,moisture injection,plumbing or fire license,any waters lines past meter.detector
checks,post paving tv testing,roof drain tie ins,dust control of others,brooming or sweeping,
hand raking,de-watering,no muck haul off,trash or debris haul off, rock excavation or haul off.
backfill of curbs after paving, sleeves,traffic buttons,signs,flagmen,temporary access road.
conduits,electric poles and wire removal,barricades or traffic control,conflicts with existing
utilities,additional mobilizations.
H & W Utility Contractors reserves the right to withdraw this proposal after 20 days. All
amounts are due and payable in Denton County, Texas at the offices of H & W Utility
Contractors upon receipt of invoice.
The foregoing proposal is subject to the terms and conditions set forth in the H & W Utility
Contractors General Contract form and is part of this agreement. Prior to execution of General
Contract, owner shall present evidence of financing in a form ecceptablc to H & W Utility
Contractors, and Inquired by the Business and Commerce Code and that the financing has been
firmly committed to cover the entire cost of the project.
Submitted by
• Tommy Truitt, H& W Utility Contractors Date:
Accepted by: _.,..
Date:
Page 2 of 2 Call Mike Haynes at 972-849-1262 for any questions.Thank you
Integer Concrete Construction
6200 Durango Dr.
The Co(ony, SIX. 75056
214-549-5181
Resource Commercial, Inc. May 4, 2012
5323 Spring Valley Road, Suite 300
Dallas, TX 75254
Attn: Jim Swartz
pho 972-980-0880
fax 972-980-2442
Ref.: Signature Senior Living Coppell
Sandy Lake Rd.
Mr. Swartz,
All concrete, form material,reinforcing,and curing compound, for the phases of work listed
under inclusions,will be provided and installed according to the drawings and specifications
listed below.
Drawings: Structurals dated 4/2/12,Architectural dated 4/2/12 and Civil dated 11/11/11
Specifications: General notes on drawings and soils report addenda.
Integer Concrete will provide all necessary equipment for completion of the following bid
schedule.
Tax is included on materials.
This proposal is for 30 days. If this bid is accepted, this proposal will become an exhibit to the
contract.
Thank you for the opportunity to bid this project.
Scott Seawright
Estimator
214-549-5181
1
INCLUSIONS:
Building
4"Slab on grade total 62,060 sf
Area 1 11,910 sf
Area 2 11,695 sf
Area 3 11,460 sf
Area 4 12,630 sf
Area 5 14,365 sf
10 mil vapor barrier
up to 4"bank sand cushion
Concrete 3000 psi w/ash
Batterboards forming and accessories
Monolithic grade beams 12"x28"
Note: 3500 psi w/ash. Building pad to be held down 10"and trenchable with a Case trencher 300 side
boom. Sides are cut straight,not tapered. Beam spoils will be used to complete pad.
Site Paving& Misc. $162,967.00 --�
Paving 46,562sf(5" 11,487 sf; 6"35,075 sf; 7"400 sf)
Concrete 3600 psi w/air&ash
Rebar #3 @ 18"o.c.e.w.
Redwood expansion joint 90' Saw cut joint 15'
Approaches $21,838.00
Stamped concrete per city at entries 384 sf.
Site Flatwork $34,035.00
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City walks 3,105 sf 7'43
Building walks 6,891 sf 2:0-`3'i- f;Qwmaz.t.a
4"thick&2"sand cushion
Concrete 3000 psi w/air&ash
Rebar#3 @ 24"o.c.e.w.
Redwood 25' c.
INCLUSIONS
• Batter boards,forming and accessories
• Up to 4"bank sand cushion
• Reinforcement and accessories
• Post Tension cable reinforcement in foundations,partial stress,final stress,cut,grout(one time)and
elongation reports.
• Anchor bolts-furnish and install,4' on center at slab perimeter only(1/2"x 10"only)
• Concrete mix designs at foundations&paving: 3500 psi w/ash&3000 psi w/air&ash(water
reducer for pouring a 5"slump)
• Concrete pumping equipment at building foundations only,as needed
• Curing compound at foundations.
• Place concrete spoils,form spoils,and trash generated by Advanced Construction in receptacle
provided by General Contractors or in an area designated.
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VIII U AMT P�� 7 ' , 11 Y✓ CHECK /BALA.N E , MONEY ORDER❑ , By _
DUG ...._. CREDIT CARD �
Signature Assisted Living, LLC 000974
City of Coppell
Check Date: Jun 28, 2012
Check Amount: $ 13,005.10
Invoice#- Description Amount Paid
06282012 $13,005.10
ORIGINAL CHECK HAS A COLORED BACKGROUND PRINTED ON CHEMICAL REACTIVE PAPER-SEE BACK FOR DETAILS
AP-Morgan tease}lank, 0{0874 �!
I Dallas,TX 75201
Signature Assisted Living, LLC 32-61/1110
i 106 Decker Ct.,Ste.200
i Irving,TX 75062
Date June 28, 2012
Memo: Signature Senior Living
AMOUNT
E;
Thirteen Thousand Five And 10/100 Dollars Only $ 13,005.10 :.
PAY TO
II'F
I ORDER
or
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