Bellacere Addn-PT120904 T H E • C I T Y • O F
COPPELL
S ti
CONSTRUCTION DEVELOPMENT PERMIT APPLICATION
Name of Applicant: I , t. CVirsitrA i S j' 1.td. Date Submitted: 9X/72-0i
Address of Applicant: "Q rSv)o 'WO ( ,/-4, K '7•-0/
Phone Number: U3 (j— `T 7 0 FAX NUMBER: 72— 19 4
Location of Construction (address, if available): 2„,e
(-g 2)(
Subdivision / �^ Section # �/B�lock# Lot#
OR f o b �hCJt t2.. (mac�c�¢ f/�C�C S ,Bust d P- 6f,
Survey/Abstract# Acreage
Location description (attach vicinity map):
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:
Paving ( ) Median or Landscaping ( ) Box Culvert
( ) Sidewalk (x).Water 4ktiffiff ( ) Rip Rap
( ) Drive Approach ( ) R.C.P. ( ) Fill Area
(Excavation (X) Sanitary Sewer DtztR ( ) Drainage Channel Excavation
( ) 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: $ )o t 09(o.S'Z Date Paid: 9/1.6
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 a 972-304-3600 Street Department (a 972-462-5150
Fire Department CO 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.
intact the inspector assigned to your project to schedule the meeting.
/ erl�1 -a ''o3- 'b-737D
Signature of pplicant Printed Name Contact Number
rev)IS et
2-1c,K D% u..- 4 G c t S-11. '11 0° /
City Inspector Contact Number(s)
FOR CITY USE ONLY
Is the fill area located in an identified flood hazard area? ( ) YES pQ NO
If YES, a Floodplain Development Permit is required before any construction can begin.
Is additional information required? ( ) YES ( ) NO
Are other federal, state, or local permits required? ( ) YES ( ) NO
( ) PE' IT APPLICATION APPROVED ( ) PERMIT APPLICATION DENIED
` City Approval Date
Applicant shall indemni fy and forever hold harmless a g ainst 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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06/22/2012 13:10
110499 Bellacere
***Cliff Harris BID TOTALS
Biditem Description Quantity Units Unit Price Bid Total
1010 6"REINF CONC 1,425.000 SY 29.50 42,037.50
1020 CUT/R&R XIST CONC 820.000 SY 50.00 41,000.00
1030 PROCESS LIME 1,570.000 SY 3.25 5,102.50
1040 LIME 22.000 TN 175.00 3,850.00
1050 SAWCUT/REPL HMAC PVMT 88.000 SY 36.00 3,168.00
1060 6"HMAC APPROACH 165.000 SY 34.00 5,610.00
1070 ADA RAMP 4.000 EA 1,100.00 4,400.00
1080 MAINT BOND 1.000 LS 2,000.00 2,000.00
SUBTOTAL PAVING $107,168.00
2010 SITE CLEAR&GRUB 1.000 LS 13,500.00 13,500.00
2020 ST EXCAV 1,000.000 CY 6.00 6,000.00
2030 GRD LOT PADS 8.000 EA 600.00 4,800.00
2040 IMPORT 3,000.000 CY 12.00 36,000.00
2060 SILT FENCE 3,500.000 LF 2.00 7,000.00
2070 INLET PROTEC 4.000 EA 150.00 600.00
2080 CONST ENTRC 1.000 LS 2,000.00 2,000.00
2090 CURLEX PKWYS 4,000.000 LF 1.50 6,000.00
2100 OVERSEED LOTS 1.000 LS 3,500.00 3,500.00
SUBTOTAL EXCAVATION $79,400.00
3010 8"DR14 820.000 LF 25.00 20,500.00
3020 6"DR14 60.000 LF 22.00 1,320.00
3030 8"GATE VALVE 2.000 EA 1,000.00 2,000.00
3040 6"GATE VALVE 3.000 EA 850.00 2,550.00
3050 LOWER XIST WAT LINE 1.000 EA 5,200.00 5,200.00
3060 8X8 TAP SLV/VALVE 2.000 EA 3,500.00 7,000.00
3070 FH 2.000 EA 3,200.00 6,400.00
3080 1"COPPER SVC 9.000 EA 450.00 4,050.00
3090 8" MJ TEE 3.000 EA 500.00 1,500.00
3100 8"900 BENDS 2.000 EA 400.00 800.00
3110 BORE 40.000 LF 120.00 4,800.00
3120 TRENCH SAFETY 872.000 LF 1.00 872.00
3130 TRAF CTRL 1.000 LS 1,500.00 1,500.00
3140 MAINT BOND 1.000 LS 1,500.00 1,500.00
SUBTOTAL WATER $59,992.00
4010 8" SS SDR35 670.000 LF 26.00 17,420.00
4020 SS MH 4.000 EA 2,800.00 11,200.00
4030 4" SS SDR35 SVC 8.000 EA 450.00 3,600.00
4040 BORE 40.000 LF 120.00 4,800.00
4050 DEMO XIST CLEANOUT 1.000 EA 250.00 250.00
4060 TRENCH SAFETY 668.000 LF 1.00 668.00
4070 TRAF CTRL 1.000 LS 1,500.00 1,500.00
1
06/22/2012 13:10
110499 Bellacere
***Cliff Harris BID TOTALS
Biditem Description Quantity Units Unit Price Bid Total
4080 MAINT BOND 1.000 LS 1,500.00 1,500.00
SUBTOTAL SANITARY SEWER $40,938.00
5010 24"RCP 455.000 LF 50.00 22,750.00
5020 STORM INLET(JUNC BOX) 2.000 EA 2,800.00 5,600.00
5030 STORM INLET(GRATE INLET) 1.000 EA 2,500.00 2,500.00
5040 STORM INLET(DROP INLET) 1.000 EA 2,500.00 2,500.00
5050 CONN TO XIST RCP 2.000 EA 500.00 1,000.00
5060 REPL 4 JOINTS OF 18"RCP W/24" RCP 1.000 LS 1,750.00 1,750.00
5070 24"RCP CULVERT 30.000 LF 60.00 1,800.00
5080 TY C SLOPE CONC HDWL 2.000 EA 1,500.00 3,000.00
5090 TRAF CTRL 1.000 LS 1,500.00 1,500.00
5100 TRENCH SAFETY 415.000 LF 1.00 415.00
5110 MAINT BOND 1.000 LS 1,500.00 1,500.00
SUBTOTAL STORM DRAINAGE $44,315.00
6010 8' STONE THIN WALL W/PIERS 12'O.C. 174.000 LF
6020 2'X2'STONE COLUMNS W/CAPS 17.000 EA
6030 8'BOARD ON BOARD W/METAL POST(STAINED 452.000 LF
6040 DBL DRV ORNAMENTAL STL GATE 0.000 LS
6050 LNDSCP 1.000 LS
6060 IRRIG 1.000 LS
SUBTOTAL WALL&LANDSCAPING(NO BID)
7010 SLV CROSSINGS 500.000 LF 15.00 7,500.00
7020 ST SIGNS 1.000 EA 500.00 500.00
7030 ST LIGHT 3.000 EA 4,000.00 12,000.00
SUBTOTAL MISCELLANEOUS $20,000.00
Bid Total > $351,813.00
**Notes:
Items in italics are Non-Additive.
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TFW ENTERPRISES LTD. 2336
PH.(903)887-3581 FAX(903)887-1723 88-999/1119
P.O.BOX 895
[ MABANK,TX 75147 DATE 9-9-- 2.ô/2_
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