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CONSTRUCTION DEVELOPMENT
PERNIIT
APPLICATION
1. Name of Applicant: B~~rNER /,Er6co~'~~Xr //YG.
Address• p d ~/,fox 23 /2 COPP~~ ~-2t~s 7~L9
Phone Number: ~, ~~yJ ~ ~8 - ~~Gg
2. Location of Construction (address): ~rFo~C~'T/~of~o ~~_.f~SiGC ~,~E~. f,~~v~
Or:
Location description (anach vicinity map):
3. Type of proposed construction or development:
44 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)
4. Description of Construction Permit requested:
,P4 Paving
( )Sidewalk
( )Drive Approach
QQ Excavation
( )Fire Lane
( )Bridge
( )Median or Landscaping
~ Water Main
~ R.C.P.
Sanitary Sewer Main
( )Flume
( )Inlet
( )Box Culvert
( ) ~P ~P
( )Fill Area
( )Drainage Channel Excavation
( )Slope Protection Retaining Wall
( )Parking Lot
* Please provide the name, address and 24 hour phone number for supervisor of every contractor working under
this general permit.
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CONSTRUCTION DEVELO: 3NT
PERMIT APPLICATION
Page 2
5. All construction shall follow the City of Coppell Subdivision Ordinance, Standard
Construction Details, Streetscape Plan and stamped approved plans. The activity shall be in
compliance with Erosion and Sedimentation Ordinance.
6. Applicant shall provide one copy of approved plans, specifications and related cost estimate
or contract of the proposed construction for the purpose of permit fee calculation.
7. A Construction Permit Fee in accordance with the City of Coppell Fee Ordinance shall be paid
prior to beginning work. ,. ll
CJ ~ ~ 7 ~ `t nl Date Paid / 2-/o3~f 2~~
Amount Pai ,
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. ~
FOR CITY USE ONLY
9
~~ ~
Date
Is the fill area located in an identified flood hazard area? ()Yes () No
If yes, then 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
() PERMIT APPLICATION APPROVED
O PERMIT APPLICATION DISAPPROVED
City Approval
Date
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THE ESTA~S OF CAMBRIDGE MANOR LTD .~ 6236
aENERALACCOUNT
P.O. BOX 2312
COPPELL, TX 75019-0000 ~ Z/~ ~}~ 32-61/1110
PAY l ' , ~- ~ ~ Q `~ ~ --- / ~/
TO THE ~~~lll ~ ~1 _.---J ~ 5 (~ ( ~Q
ORDER OF r
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NOV-08-96 01:09 PM RODMANFEXCAVATION~-INC 972 335 4844
P. 02
ROOMAN EXCAVATION, INC.
6831 ASH STREET
FRISCO, TEXAS 75034 _
PROJECT: CAMBRIDGE MANOR, PHASE U (214) 335-4510 ,~ >~~ o ~ 4 _ ~ ~ ~ ~ S ~ ~s
OWNER:
RIP) P)ATF 97-Sen-98 i
ITEM NO DESCRIPTION UNIT QUANTITY NIT PRICE TOTAL BIO
EARTHWORK
1 CLEARING AND GRUBBING LS 1 ~ $ 9,300.00 $ 9,300.00
2 UNCLASSIFIED EXCAVATION
(8,500 CY OF BORROW) CY 7,000
- S 4.50 $ 3
3 BENCH LOTS EA 5 $ 175.00 $ 875.00
4 EROSION CONTROL-SILT FENCE LF 50 $ 1.50 $ 75.00
SUBTOTAL AMOUNT BID-EARTHWORK S 4
SANITARY SEWER
1 10" PVC PIPE WITH EMBEDMENT LF 615 S 17.25 $ 10,608.75
2 4" LATERALS EA 10 $ 310.00 $ 3,100 00
3 4' DIAMETER MANHOLES EA 2 $ 1,400.00 $ 2,800.00
4 CONNECT TO EXISTING EA 1 3 250.00 $ 250.00
5 TESTING LS 1 Z 300.00 $ 300.00
6 N TEST LF 615 $ 1.25 S 768.75
7 TRENCH SAFETY LS 1 S 300.00 $ 300.00
SUBTOTAL AMOUNT BID-SANITARY
SEWER $ 18,127.50
WATER
i 8" PVC WATER LINE WITH
EMBEDMENT LF 770 $ 17.75 $ 13,667.50
2 10" X B" TAPPING SLEEVE AND VALVE EA 1 3 2,050.00 $ 2,050.00
3 6" VALVE EA 1 $ 450.00 $ 450.00
4 FIRE HYDRANT AND ASSEMBLY EA 1 $ 1,290.00 $ 1,290.00
5 CAST IRON FITTINGS AND BLOCK-
OUTS ON 0.40 $ 3,200.00 $ 1,280.00
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Rage 1 of 3
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NOV-08-96 01:09 PM RODMANEEXCAVATIONFING 972 335 4844 P. 03
,.., .-.
RODMAN EXCAVATION, INC
6831 ASH STREET
FRISCO, TEXAS 75034
' PROJECT. CAMBRIDGE MANOR, PHASE II (214) 335-4510
OWNER
BID DATE: 27-Ssp-98
ITEM NO DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 81D
6 CONNECT TO EXISITING EA 1 $ 200.00 $ 200.00
7 1" SERVICE W/LOOP 8, BOX EA 10 3 450.00 $ 4,500.00
9 TRENCH SAFETY LS 1 3 300.00 $ 300.00
SUBTOTAL AMOUNT BID•WATER S 23,987.50
STORM SEWER
1 24" CL Itl RCP WITH EMBEDMENT lF 175 $ 29.75 $ 5,206.25
2 20" Cl 111 RCP WITH EMBEDMENT LF 30 $ 27.00 $ 810.00
3 CONNECT TO EXISITNG EA 1 $ 200 00 $ 200.00
4 WYE CONNECTION EA 2 $ 250.00 $ 500.00
5 10' CURB INLET EA 2 $ 2,200.00 $ 4,440.00
6 TRENTH SAFETY EA 1 $ 200.00 $ 200.00
7 TYPE "B" HDWL ON 27" RCP EA 1 $ 1,150.00 $ 1,150.00
SUBTOTAL AMOUNT BID-STORM
SEWER $ 12,466.25
PAVING
1 SAWCUTTING LF 70 S 6.85 $ 479.50
2 6"REINFORCED CONCRETE PAVING SY 2,346 S 20.50 $ 48,093.00
3 6" LIME STABILIZATION SY 2,513 $ 3.00 $ 7,539.04
4 HYDRATED LIME TON 34 $ 100.00 $ 3,400.00
5 REMOVE METAL BEAM GUARD
RAIL LS 1 S 525.00 $ 525.00
6 BRICK PAVERS SF 310 $ 5.20 $ 1,612.00
SUBTOTAL AMOUNT BID-PAVIN S 61,648.50
ALA UN t $ 157,979.75
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NOV-0$-96 01:10 PM RODMANFEXCAYATION<-INC 972 335 4844 P. 04
~,.
ROOMAN EXCAVATION, INC.
6831 ASH STREET
FRiSCO, TEXAS 75034
(214) 335.4510
QUALIFICATIONS AND/OR EXCLUSIONS
1. REI DOES NOT INCLUDE ENGINEERING, TESTING FOR EARTHWORK AND CONCRETE, BARRIER
FREE RAMPS, OR SALES TAXES ON MATERIALS INCORPORATED INTO THIS PROJECT.
2. REI DOES NOT INCLUDE ROCK EXCAVATION. ROCK WHICH CANNOT BE RIPPED VWTH A
CAT 12-G MOTOR GRADER OR COMPARABLE MACHINE SHALL BE DEEMED ROCK EXCAVATION
AND SHALL BE PAID FOR ON A UNIT PRICE BASIS AT A MUTUALLY AGREED ON PRICE.
3. REI WILL PERFORM CUTS AND FILLS TO PLUS OR MINUS ONE TENTH OF A FOOT WITH RESPECT
TO PLAN GRADES.
4 REI HAS BASED IT'S BID ON LEAVING THE LOTS ON THE EAST SIDE OF STERLING HILL LANE
IN ITS NATURAL CONDITION- WE HAVE INCLUDED UNDERBRUSHING THE LOTS, BUT DID NOT
INCLUDE REMOVAL OF THE LARGER TREES OR BUILDING UP THE LOTS.
SINCERELY,
RODMAN EXCAVATION, INC.
~~
JAMEY C. BURCHETT
CONTRACT ADMINISTRATOR
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