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Alexander Ct-PT070808T H E C 1 T Y O F COFFELL CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Name of Applicant: Date Submitted: Address of Applicant: pD03 Phone Number:-��9 AX NUMBER: Location of Construction (address, if available): & Xcon AoP1 � t� -/, 7, Subdivision Section # Block # Lot # OR Survey/Abstract # Location description (attach vicinity map): 1. Type of proposed construction or development: Acreage Residential ( ) Alteration of a natural waterway drainage course ( ) Non-residential ( ) Other (describe & attach drawing or sketch) VrPlacement of Fill (in right-of-way or on private property) 2. Description of Construction Permit requested: V11paving ( ) Median or Landscaping () Box Culvert ( ) Sidewalk (water Main () Rip Rap ( ) Drive Approach (yrtxcavation ( ) Fire Lane ( ) Bridge (✓f R.C.P. O✓ Sanitary Sewer Main ( ) Flume (,f Inlet ( ) Fill Area ( ) Drainage Channel Excavation ( ) Slope Protection/Retaining Wall ( ) 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 DEVELO, _.LENT 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. 4ofIP rgct.°s'" Amount Due: $ xg;l Date Paid: S "" 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) 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. Contact the inspector assigned to ,your project to schedule the meeting. John h✓kins _a4038 64 1/ L Signature of Applicarg Printed Name Contact Number �' • f �ntort Nnmhar(cl FOR CITY USE ONLY Is the fill area located in an identified flood hazard area? (WJ#YES ( ) NO If YES, a Floodplain Development Permit is required before any construction can begin.'. Is additional information required? O YES O NO Are other federal, state, or local permits required? O YES O NO ( ) PERMIT APPLICATION APPROVED ( ) PERMIT APPLICATION DENIED' City 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, tf such permit is granted. 40 wz vG LZ o O > 04 " oac QO w H Q 3 � c o CO aU 0 � y CA ON cw: w ►W�t 0 � O .+y�C � A y p Q r u � c Q a cis 0 o � rz T\cd N H u O C'4 N U n— cl y ../ to < cc u •p u Cd c M U to y w ° � =w z O U > u ~ 00 u U c. s c.n .5 cv O 0 (U cl d a -b CA a tm w ami V) ' W O U on o a . 0Ix o GS: 0) 40 wz w w Q 3 w A N a1 Gn s vG LZ o O > 04 " oac QO w H Q 3 � c o aU w w Q 3 w A N a1 Gn s vG LZ o W w w Q 3 w A N a1 Gn s vG W � a w H Q 3 � c o w w Q 3 w A N a1 Gn s EXCLUDES: INCLUDES: Engineering & inspection Fees Sales Tax on Non -Incorporated Job Material only t � Utiflities, fnc _;arson PROPOSAL To: Mira Mar Development Co 817-996-6698 Fax 817-329-1792 06118W Attn: John Hawkins Revised per 6118/07 We propose to fumish all labor, materials, and equipment necessary to construct, as an independent contractor, the following LOCATION: Utilities for Alexander Court in Copped, Texas DESCRIPTION Water: 1 8" Water APPROX. 1,860 LF @ $23.W $42,780.00 2 8" Water Under Bethel OC w/ Temp Paving APPROX. 48 LF @ $120.00 $5,160.00 3 1" Services APPROX. 29 EA @ $950.00 $27,50.00 4 Low Profile Fire Hydrants w/ 6" Valve APPROX. 4 EA @ $2,950.00 $11,o00.00 $3,00.00 5 8" x 8" Tapping Sleeve APPROX. APPROX. 1 2 FA EA @ @ $3,200.00 $6,500.00 $13,000.00 6 161'x 8" Tapping Sleeve (RCCP) APPROX. 5 EA @ $915.00 $4,075.00 7 8 8" Valve Fittings APPROX. 2.0 Ton @ $4,500.00 $9,000.00 9 Testing APPROX. 1,860 LF @ $2.50 $4,650.00 10 Trench Safety APPROX 1,860 LF @ $0.75 $1,395.00 Subtotal Water $123,1110.00 Sanitary: 1 8" Sewer APPROX. 1,560 LF @ $22.50 $35,100.00 $15,050.00 2 4" Sewer Services APPROX. APPROX. 29 3 EA EA @ @ $550.00 $2,750.00 $8,50.00 3 4 4' Manholes Drop Manhole Connection APPROX. 1 EA @ $1,750.00 $1,750.00 5 Std. Cleanout APPROX 1 EA @ $1,250.00 $1,250.00 6 Testing APPROX 1,560 LF @ $250 $3.0W.00 7 Trench Safety APPROX 1,560 LF @ $0.75 $1,170.00 Subtotal Sardl ary $67,$70.00 Storm: 1 18" Class 111 RCP APPROX. 36 LF @ $50.00 - $1,lB00.00 2 21" Class III RCP APPROX 176 LF @ $55.00 $9,080.00 3 27" Class Ill RCP APPROX 30 LF @ $70.00 $105.00 $2,100.00 $26,080.00 4 36" Class III RCP APPROX. APPROX 256 2 LF EA @ @ $2,950.00 $5,000.00 5 6 10' Curb inlets 15' Curb Inlets APPROX. 1 EA @ $3.500.00 $3,600.00 7 2'x 2' Catch Basin APPROX. i EA @ $1,750.00 $1,750.00 8 Connect to Existing Inlet APPROX. 1 EA @ $1,000.00 $1,000.00 9 Type "B" Headwalls w/ Modified Toe Wall APPROX. 1 EA @ $2,500.00 $2,$00.00 10 Testing (TV Only) APPROX. 498 LF @ x.00 - $$96.00 11 Trench Safety APPROX. 498 LF @ $0.75 _ _ $ 73.50 Subtotal Storm $56,479.60 Paving: 1 6" 3500 PSI Conc. APPROX, 5,407 SY @ $31.25 $x,$88:75 2 6" Stamped Concrete APPROX. 23 SY @ $90.00 $2,070.00 3 6" Stabilized Subgrade APPROX. 6,465 SY @ $325 $21,011.25 $14,025.00 4 Hydrated Lime APPROX. 117 Ton @ $125.00 $27 0.00 5 Rolled Curb (3080' Mountable Curb) APPROX. 685 SY @ $40.00 Subtotal Paving 0 Mise: 1 Bonds APPROX. 1 LS @ $7,500.00 $7,000.00 2 Traffic Control APPROX 1 LS @ $1,250.00 $1 50.00 Subtotal Misc: $8,150.00 Total 50 EXCLUDES: INCLUDES: Engineering & inspection Fees Sales Tax on Non -Incorporated Job Material only t � Clearing , Grubbing, Earthwork or Final in -up Staking or Geotechnical Testing Erosion Control Stone Water Pollution Prevention Plan and Reporting Construction Material Testing LandscapingArrigation Repair Excess material t ^3y onsite- No Hauloff Using Seconds form Hanson Pipe Payments shall be made on measured quantities of work completed. Work completed wa be billed on the 25th of each month with payment due by the 10th of the following month. Partial payments shall be made monthly for 90% of the work completed during the preceding month. Final payment shall be made in cash upon completion or partial completion. with interest at maximum allowed by law charged thirty days thereafter. Stoppage of work for the convenience of the customer shall be considered as partial completion and full payment shall be due for all work done. - - "W'm "51 Y -F W-15 MWA-, I! � M"O/ - ! OF; 1 - for, r r► MM W. Ledbetter Dallas, TX 75236 214-941-9700 AFxt; 305+ Fax 214941-8533 STANDARD CONSTRUCTION CONTRACT STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT § THIS CONTRACT is made and entered into on this the 23`d day of June, 2007, by and between Uara Mar Development Corporation (hereinafter referred to as "Owner") and James B. Ar Id Construction. Inc. (hereinafter referred to as "Contractor"). In consideration of the mutual cove ants hereinafter set forth, the Owner and Contractor agree as follows: Article I. Work The Contractor shall perform all of the work as specified in the Contract Documents. The work is generally described as follows: ALEXANDER COURT — COPPELL, TEXAS Phase 1 Clearing and Excavation Plans and Specifications prepared by: Tim Bennett Engineering. All work shall be performed as specified or indicated in the Contract Documents; and, at the Contractor's own cost and expense, the Contractor shall furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and other accessories and services as may be necessary in order to complete the construction, as described above and in accordance with the Contract Documents unless otherwise agreed to by the Owner. Article II. Contract Documents The Contract Documents may only be altered, amended or modified as provided in the General Conditions. The Contract Documents consist of: this written agreement setting forth the work to be performed; advertisement, if any; instructions to bidders, if any; proposal; addendum; specifications, including the general, special, and technical conditions, provisions, plans, or working drawings; any supplemental changes or agreements pertaining to the work or materials therefore; bonds; the Standard Specifications for Public Works Construction published by the North Central Texas Council of Governments, as amended; and, any additional documents incorporated by reference. These form the Contract Documents and all are as fully a part of the Contract as if attached to this agreement or repeated herein. Article 111. Contract Time The Contractor shall perform and complete all the items of work listed and referred to in the Contract Documents within 30 working days. Article IV. Contract Price The Owner shall .pay the Contractor the sum of $96,180.00 per the attached Proposal, EXHIBIT `A', for completion of the work in accordance with the Contract Documents using current funds. Such payments shall be subject to the General and Special Conditions to the Contracfy as contained in the Contract Documents. Page 1 of 2 Article V. Miscellaneous Provisions The terms used in this Contract shall have the some meaning as designated in the General Provisions of the Standard Specifications for Public Works Construction, North Central Texas Council of Governments, as amended: The Contract Documents, which constitute the entire agreement between the Owner and Contractor, are listed in Ardle II. No assignment by either party hereto of any rights under or interests in the Contract Documents will be binding on the other party hereto without the written consent of the party. sought to be bound. The Owner and Contractor each binds itself, its partners, successors: -assigns,---and-- -legal.. -representhtives --hereto- to-- -the --covenants, agreements, and obligations contained in the Contract Documents. IN WITNESS WHEREOF, the Owner and Contractor have executed this Contract on the date aforementioned. All portions of the Contract Documents have been signed or identified by the Owner and Contactor. CONTRACTOR: OWNER: James B. Amold Construction, Inc. Mira Mar Development Corp. By: James B. Arnold Title: President Page 2 of 2 <04 -25'•07 MIRA MAR DEVELOPMENT CORP 6003 SUNDERLAND DRIVE COLLEYVILLE, TX 76034 32 -1515 -mo 5195 m U � � C MIRA MAR DEVELOPMENT CORK 32-1515-1110 5 19 6 �1 6003 SUNDERLAND DRIVE �y COLLEYVILLE, TX 76034 k/` 2? -,R _•-© / 5 ae of� WACHOVIA Wachovia Bank, N.A. wachovla.com 1: i 110 1 S l Sgt: 20000 19 2 12 t. 4 711' S l96 '2 Received From Address ti r p For :X U ACCOUNT AMT.. PAID BALANCE DUE <.. , Date 073357 Dollars Ste, HOW PAID CASH CHECK MONEYORDERg By { 1 , -1- CREDIT CARD