Riverchase Montessori-PT140115 COPPELL
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant Archistnacture inc Date Submitted 1/6/2014
Address of Applicant PO Box 21 Newark tx 76071
Phone Number 972.849.7161 Fax Number 817.489.2114
Location of Construction (address, if available): 1555 E SANDY LAKE Ua �sg 11 v��
Subdivision 11,VeizettRSE Section it Block# A Lot # 1
OR Survey/Abstract# 1152 Acreage 1.9939
Location description (attach vicinity map):
1. Type of proposed construction or development:
Q Residential 0 Alteration of a natural waterway drainage course
Q Non-Residential 0 Other (describe& attach drawing or sketch)
Q Placement of Fill (in right-of-way or on private property)
2. Description of Construction Permit requested:
• Paving ® Median or Landscape ❑ Box Culvert
O Sidewalk 0 Water Main ❑ Rip Rap
Ei Drive Approach R.C.P. ,X Fill Area
® Excavation ® Sanitary Sewer Main ,ytJ Drainage Channel Excavation
• Fire Lane ® Flume (l Slope Protection/Retaining Wall
7 Bridge ® Inlet B Parking Lot
Provide an attachment containing the name and 24-hr. contact phone number
of supervisors) 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 the related cost estimate or
contract for the purpose of permit fee calculation verification.
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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: S 8 q20,6,0 Date Paid: VI 5l i If-
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 @ 972-304-3512 Engineering Dept. Qa 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 a
CD with Autocad.dwg files.
NOTE:Street closures are allowed from 9:00 a.m.until 3:30 p.m.ONLY
unless otherwise approved by City Engineer.
➢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.
Printing your name indicates your acceptance of the terms and conditions of this form:
0.-.-As- t 0 972-849-7161
Signature of Applicant Contact Number
1.le,(< 0(DELL 46q - 6-7‘ -7709
Signature of Inspector Contact Number
FOR CITY USE ONLY
oi
Is the fill area located in an identified flood hazard area? O Yes o
If YES, a Floodplain Development Permit is required before any constru l'on can begin.
Is additional information required? O Yes 144 o
Are other federal, state, or local permits required? 0 Yes it, o
RTvIIT APPLICATION APPROVED 0 PERMIT APPLICATION DENIED
ill I
��:A Date
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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.
cofTELL
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INSPECTION FEE CALCULATION SHEET
Project Name 7,1U!Wog too nrrEvseye,../ Date 17$/,
As per the City of Coppell Subdivision Regulations,the Developer shall pay 4%of the cost of the items to be permitted and inspected by
the Engineering Department and dedicated to the City. The Developer shall pay 2%of the items to be inspected by the Engineering
Department,but not dedicated to the City such as parking lots,private utilities,private drainage systems and so forth. Inspection fees are
due on or before the date of the Pre-construction Meeting.
In order to verify the inspection fee due, please provide a copy of the development contract(s) and this spreadsheet with
completed calculations to the Engineering Dept. The contract(s) should indicate the cost to construct the following
improvements:
PUBLIC IMPROVEMENTS U ^PR1t ATE IMPROVEMENTS o
CONTRACT AMOUNT X 4/o= CONTRACT AMOUNT X 2/o=
Paving 6-9 0700 Do ` /5/ /.- 4303i v 4Z
Water 4f6, cS g SZ/6 °? /G 8 o ' 46 03
Sanitary Sewer e�9p :^' "02,419 4� /30 o s per,/Z,s�0
Storm Sewer T/p g'7� ° 0c,. te 1383:°= "'7 - 4E3 9�5
Alleys ---
Sidewalks /w 1)4(/i1116- it /iv f oli//•V(- •----_
Other 0
Total
/09 s °°4 ' " 7.4 �6 43 � 11011911$ 21 14594/
Grand Total (total of C Q
both colored fields) f L0
Ultimate Power Construction
Bid
Checks Payable to:
Ultimate Power Construction Date 12/10/13
DBA.U.P.0
331 Cochran Rd
Weatherford TX,76085
817-597-6024 or 817-597-0034
Bid To:
ARCHISTRUCTURE
1555 E SANDY LAKE ROAD
COPPELL,TEXAS 75019
Project Terms Rep Ship Via
RIVERCHASE ACADEMY Price Good 15 da s Deliver
Quantity Item Code Drescription Price ea. Amount
14060 4000PSI 5"CONCRETE SLAB#3 REBAR 12"OC $ 91,390.00
PUMP FOR SLAB $ 2,500.00
81 3000PSI PIERS 18"X 15'WITH 1'6"X 45"BELLS $ 55,080.00
CANOPY $ 5,440.00 rataRM
ALL SITE WORK:
BRICK PAVERS $ 1,500.00
8",7",6"PAVING ANS ALL SIDEWALKS $ 151,571.00
FENCE PIER AND FOOTINGS $ 15,300.00
671 ft grade bears with carton form&67 piers
City sidewalks and brick pavers-- $ 1,500.00 " 1-4(j
ADA ramps,approaches,sidewalks $ 11,300.00 r
MEDIAN AND:LANE.CLOSURE $ 31,200.00
**THIS PRICE EXCLUDES DRILLING INTO ROCK
Thank you for your Business! Sub Total
Call us anytime 817-597-6024 Tax 8.25%
Bobby
Total $ 366,781.00
PROPOSAL/CONTRACT
Huffman & Huffman Inc. No: 37
243 Ridgeway Cir., Lewisville,TX 75067 Date: 12/30/13
Phone: (972)434-3640 Fax(972) 353-4837 Sheet: 1
Proposal Submitted To: Work To Be Performed At:
Name: Archistructure River Chase
Phone: 972-849-7161 Coppell, TX
Fax# 972-489-2114
We hereby propose to furnish the materials and perform the labor necessary
for the completion of:
Qty Unit Description Unit Cost Total
PUBLIC WATER
1 each 12 x 8 tap sleeve &valve $3,600.00 $3,600.00
2 each 1/5"tap $1,400.00 $2,800.00
20 L. F. 8" water $24.00 $480.00
16 sq ft remove&replace sidewalk $8.00 $128.00
1 each 8" valve $1,250.00 $1,250.00
1 L. S. testing $400.00 $400.00
PUBLIC SEWER
230 L. F. 8" sewer $30.00 $6,900.00
1 each 4' dia manhole $20.00 $20.00
10 L. F. 6" sewer $20.00 $200.00
1 each 8" x 6" wye $200.00 $200.00
1 L. S. testing $800.00 $800.00
Exclusions on attached sheet.
The above work to be performed in accordance with the drawings and specifications
for above work and completed in a substantial workmanlike manner for the sum of
Dollars $16,778.00
With payment to be made as follows: Full payment upon completion
Respectfully Submitted:: Huffman&Huffman,Inc.
(Note: This proposal may be withdrawn by us if not accepted within 10 days.)
ACCEPTANCE OF PROPOSAL
Name Signature Date