Loading...
Ridgecrest-PT121109 T M t - C I T Y • O r COPPELL E A a i s CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Name of Applicant Colin Helffrich Date Submitted November 09,2012 Address of Applicant 5225 Village Creek Drive Plano,Tx 75093 Phone Number 972-931-0694 Fax Number 972-931-9538 Location of Construction (address, if available): Northeast corner of Sandy Lake Rd & Lodge Rd Subdivision RISC ES r CST Section# - Block# I - Lot # OR Survey/Abstract# Alfred Logsdon-Abs#783 Acreage 6.704 Location description (attach vicinity map): Northeast corner of Sandy Lake Rd&Lodge Rd 1. Type of proposed construction or development: C" Residential C Alteration of a natural waterway drainage course C Non-Residential C Other (describe & attach drawing or sketch) C Placement of Fill (in right-of-way or on private property) 2. Description of Construction Permit requested: © Paving El Median or Landscape ❑ Box Culvert © Sidewalk © Water Main fl Rip Rap © Drive Approach © R.C.P. El Fill Area • Excavation © Sanitary Sewer Main fl Drainage Channel Excavation Fire Lane ❑ Flume ❑ Slope Protection/Retaining Wall Bridge © Inlet fl 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 the 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: $18, 016.04 Date Paid: November 09, 2012 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. @ 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: 972-931-0694 Signature • pp •.nt Contact Number Signature of Inspector Contact Number FOR CITY USE ONLY Is the fill area located in an identified flood hazard area? C Yes �I�o If YES, a Floodplain Development Permit is required before any construction can begin. Is additional information required? C Yes kio Are other federal, state, or local permits required? C Yes\f(7RMIT APPLICATION APPROVED C PERMIT APPLICATION DENIED _ •.I4 91 (( Kill-4"- Ci., As•r� 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. T_ H t • C I T Y , Q * Page 3 COPPELL * 4 s INSPECTION FEE CALCULATION SHEET Project Name Ridgecrest Estates Date November 09,2012 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 PRIVATE IMPROVEMENTS U CONTRACT AMOUNT X 40/0= CONTRACT AMOUNT X 2%= Paving 226,736 9,069.44 Water 96,611 3,864.44 Sanitary Sewer 75,025 3,001 Storm Sewer 35,209 1,408.36 16,820 672.8 Alleys Sidewalks Other Total 1434314 ` on, Grand Total (total of both colored fields) 18,016.04 Submit by E-mail I Print Form I 11/06/2012 14:07 121016 Ridgecrest Estates ***Cliff Harris BID TOTALS Biditem Description Quantity Units Unit Price Bid Total 1010 CLEAR&GRUBB 7.000 AC 1,200.00 8,400.00 1020 UNCLASS ST EXCAVATION 11,570.000 CY 3.50 40,495.00 1030 LOT&PAD BENCHING INITIAL 26.000 EA 225.00 5,850.00 1040 LOT&PAD BENCHING FINAL 26.000 EA 250.00 6,500.00 1050 REM&DISP EX WOOD FENCE 530.000 LF 3.00 1,590.00 1060 REM&DISP EX CHAIN FENCE 2,352.000 LF 1.00 2,352.00 1070 REM&DISP EX WIRE FENCE 330.000 LF 0.50 165.00 1080 REM&DISP EX ASPH PVMT 8,817.000 SF 1.00 8,817.00 1090 REM&DISP EX GRAVEL DRIVE 7,856.000 SF 0.15 1,178.40 1100 REM&DISP EX CONCRETE 20,790.000 SF 1.00 20,790.00 1 110 REM&DISP EX WTR WELL&HOSE BIB 1.000 LS 4,500.00 4,500.00 1120 STAB CONST ENTRANCE 1.000 EA 1,200.00 1,200.00 1130 TREE PROTECT FENCING 0.000 LF 8.00 1140 SILT FENCE 1,721.000 LF 2.00 3,442.00 1150 CURB INLET PROTEC 4.000 EA 200.00 800.00 1160 WYE INLET PROTEC 2.000 EA 250.00 500.00 SUBTOTAL:EXCAVATION $106,579.40 2010 8"WTR MAIN 929.000 LF 32.00 29,728.00 2020 8" VALVE 4.000 EA 1,050.00 4,200.00 2030 6"VALVE 3.000 EA 950.00 2,850.00 2040 16"x8" TAP 1.000 EA 8,500.00 8,500.00 2050 8"x8" TAP 1.000 EA 3,500.00 3,500.00 2060 FH 3.000 EA 2,800.00 8,400.00 2070 FITTINGS 0.800 TON 4,000.00 3,200.00 2080 1"DOM SERV 26.000 EA 600.00 15,600.00 2090 1.5"IRR LINE 1.000 EA 950.00 950.00 2100 BORE w/STEEL ENCASEMENT 35.000 LF 245.00 8,575.00 2110 REM EX WTR MET&PLUG SERV 3.000 EA 500.00 1,500.00 2120 REM&REP EX CONC PVMT 18.000 SY 125.00 2,250.00 2130 TRAFFIC CTRL 1.000 LS 5,500.00 5,500.00 2140 TESTING 929.000 LF 2.00 1,858.00 SUBTOTAL: WATER $96,611.00 3010 8" SS MAIN SDR-35 1,101.000 LF 30.00 33,030.00 3020 4'DIA MH 5.000 EA 2,500.00 12,500.00 3030 4'DIA OUTSIDE DROP MH 1.000 EA 3,500.00 3,500.00 3040 4'DIA MH ON EX 1.000 EA 3,000.00 3,000.00 3050 CLEANOUT 1.000 EA 800.00 800.00 3060 4" SERVICES 26.000 EA 450.00 11,700.00 3070 CEM STAB SAND ENCASEMENT 20.000 LF 20.00 400.00 3080 REM EX 8"SS 420.000 LF 9.50 3,990.00 3090 REM EX MH 1.000 EA 600.00 600.00 3100 TV& TESTING MAIN 1,101.000 LF 3.00 3,303.00 3110 TRENCH SAFETY 1,101.000 LF 2.00 2,202.00 1 11/06/2012 14:07 121016 Ridgecrest Estates *** Cliff Harris BID TOTALS Biditem Description Quantity Units Unit Price Bid Total SUBTOTAL: SANITARY SEWER $75,025.00 4010 18"RCP 180.000 LF 38.00 6,840.00 4020 21"RCP 231.000 LF 45.00 10,395.00 4030 8"HDPE 85.000 LF 20.00 1,700.00 4040 10"HDPE 105.000 LF 22.00 2,310.00 4050 12"HDPE 60.000 LF 25.00 1,500.00 4060 15"HDPE 37.000 LF 30.00 1,110.00 4070 18"INLINE YARD DRAIN w/CONC PAD 12.000 EA 850.00 10,200.00 4080 10'CURB INLET 2.000 EA 2,200.00 4,400.00 4090 8'CURB INLET 2.000 EA 2,000.00 4,000.00 4100 6'RECESSEC CURB INLET 1.000 EA 1,800.00 1,800.00 4110 REM 6'CURB INLET&CONN TO EX 1.000 EA 1,200.00 1,200.00 4120 SAWCUT&REM CURB& GUTTER 29.000 LF 20.00 580.00 4130 REM&REP 5'SIDEWALK 40.000 LF 25.00 1,000.00 4140 REM EX WYE INLET 2.000 EA 600.00 1,200.00 4150 CONN TO EX RCP 1.000 EA 500.00 500.00 4160 CONN TO EX RCP w/HDPE 4.000 EA 300.00 1,200.00 4170 TRENCH SAFETY 698.000 LF 3.00 2,094.00 SUBTOTAL: STORM SEWER $52,029.00 5010 6"REINF CONC ST 3600psi 4,224.000 SY 38.25 161,568.00 5020 6"REINF CONC EMERGENCY ACCESS 3600psi 134.000 SY 42.00 5,628.00 5030 8"LIME STAB SUBGRD 4,600.000 SY 3.25 14,950.00 5040 HYDRATED LIME 40#/SY 92.000 TON 165.00 15,180.00 5050 SAWCUT&REM CURB & GUTTER 94.000 LF 6.00 564.00 5060 SMOOTH SAWCUT&REM CONC PVMT 141.000 SY 12.00 1,692.00 5070 INSTALL CURB&GUTTER 176.000 LF 24.00 4,224.00 5080 REM 5'SIDEWALK 17.000 LF 10.00 170.00 5090 INSTALL 5'SIDEWALK 551.000 LF 16.00 8,816.00 5100 INSTALL 4'SIDEWALK 362.000 LF 12.00 4,344.00 5110 BARRIER FREE RAMP 4.000 EA 1,400.00 5,600.00 5120 TRAFFIC CTRL 1.000 LS 4,000.00 4,000.00 SUBTOTAL:PAVING $226,736.00 Bid Total > $556,980.40 **Notes: Items in italics are Non-Additive. 2