Summit P1-PT 960926CONSTRUCTION DEVELOPMENT
PERMIT
APPLICATION
1. Name of Applicant: A t*4" < TR ' K''`'
Address: °I +00 to • GAN - f19 61" r, Z`l 1%l•• 'pw�.aas . T,c. '1 z3
Phone Number: - z , 4-
S'1 l• 4 L q
2. Location of Construction (address): StAAW #ft r " AT 1,�At 5 1 20,1 , . u.s •
' A {a
Subdivision Section # Block # Lot #
Or:
3 A
Survey /Abstract # Acreage
Location description (attach vicinity map):
3. 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)
4. Description of Construction Permit requested:
O Paving
Sidewalk
( ) Drive Approach
( ) Excavation
( ) Fire Lane
( ) Bridge
( ) Median or Landscaping
QQ Water Main
04 R.C.P.
(� Sanitary Sewer Main
( ) Flume
�) Inlet
( ) Box Culvert
(7� Rip Rap
( ) 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.
Retied sm
CONSTRUCTION DEVELG -ENT
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.
Amount Paid 2 S , 02 ° 4 • �13 Date Paid el -L N.
NOTE: A separate excavation permit is required anytime pavement is cut or when there is
work iWthe right -of -way not approved by the City Engineer.
of Applicant
FOR CITY USE ONLY
a 24,i?
Date If
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?
Are other federal, state or local permits required?
( ) PERMIT APPLICATION APPROVED
( ) PERMIT APPLICATION DISAPPROVED
_ ( ) Yes ( ) No
( ) Yes ( ) No
City Approval Date
EXHIBIT "K"
SCHEDULE OF VALUES
r
PAVING
Quantity
Unit
Unit Bid
Total Bid
1. 6" Concrete Pavement (Residential Streets)
16062.00
SY
17.05
$ 273,857.10
2. 6 -4-6 Concrete Pavement (Residential Alleys)
1255.00
SY
16.48
20,682.40
3. Lime Stabilized Subgrade
18530.00
SY
1.20
22,236.00
4. Hydrated Lime
280.00
TNS
86.00
24,080.00
5. Brick Pavers
760.00
SF
6.00
4,560.00
6. Sidewalks
1280.00
SF
3.00
3,840.00
Paving Total
7.
Testing
1.00
$ 349,255.50
EXCAVATION
1. Street & Alley Excavation
15800.00
CY
1.50
$ 23,850.00
2. Unclassified Excavation
8000.00
CY
1.50
12,000.00
3. Offsite Importing
12750.00
CY
1.50
19,125.00
4. Cleaning & Grubbing (r.o.w.)
6.60
AC
1500.00
9,900.00
5. Clearing & Grubbing (fill area)
4.00
AC
1500.00
6,000.00
6. Grade to Drain
550.00
CY
3.00
1,650.00
Excavation Total
4" Services
70.00
EA
$ 72,525.00
SANITARY SEWER
1.
8" PVC - SDR -35
4382.00
LF
11.80
$ 51,707.60
2.
5' Dia. Drop Manhole over Exist.
1.00
EA
3750.00
3,750.00
3.
Drop Connection to Exist Manhole
2.00
EA
4000.00
8,000.00
4.
4.0' Dia. Manhols
13.00
EA
1800.00
23,400.00
5.
Cleanouts
6.00
EA
500.00
3,000.00
6.
4" Services
70.00
EA
350.00
24,500.00
7.
Testing
1.00
LS
5500.00
5,500.00
8.
Trench Safety
1.00
LS
1000.00
1,000.00
Sanitary Sewer Total
S 120,587.60
WATER
1.
8" PVC DR -14
4740.00
LF
13.05
$ 61,857.00
2.
6" PVC DR -14
140.00
LF
11.04
1,545.60
3.
8" Gate Valve
12.00
EA
500.00
6,000.00
4.
6" Gate Valve
8.00
EA
400.00
3,200.00
5.
16" x 8" Tapping Sleeve & Valve
2.00
EA
2750.00
5,500.00
6.
Fire Hydrants
8.00
EA
1350.00
10,800.00
7.
C.I. Fittings
2.00
TN
3000.00
6,000.00
8.
2" Blow -off Valves
4.00
EA
600.00
2,400.00
9.
1" Services
70.00
EA
435.00
30,450.00
10.
Irrigation Services - 1 ''h"
1.00
EA
500.00
500.00
11.
Irrigation Services - 1"
5.00
EA
435.00
2,175.00
12.
Irrigation Services - 4"
260.00
LF
8.00
2,080.00
13.
Testing
1.00
LS
1200.00
1,200.00
Water Total
$ 133,707.60!
STORM SEWER
1.
48" RCP -3
33.00
LF
86.21
$ 2,844.93
2.
42" RCP -3
75.00
LF
71.25
5,343.75
3.
36" RCP -3
148.00
LF
54.02
7,994.96
4.
30" RCP-3
214.00
LF
41.11
8,797.54
5.
27" RCP -3
20.00
LF
36.46
729.20
6.
24" RCP -3
754.00
LF
32.15
24,241.10
7.
21" RCP -3
583.00
LF
28.28
15,921.64
8.
18" RCP -3
46.00
LF
24.99
1,149.54
9.
12" Dia. SDR -.35 PVC
40.00
LF
18.00
720.00
10.
10' Curb Inlet
9.00
EA
1800.00
16,200.00
it.
6' Curb Inlet
1.00
EA
1350.00
1,350.00
12.
4' x 4' Std. Drop Inlet (including riprap)
2.00
EA
2500.00
5,000.00
13.
Type "C" Hdwl. For 27" RCP
1.00
EA
600.00
600.00
14.
Type "C" Hdwl. For 24" RCP
1.00
EA
550.00
550.00
15.
Type "C" Hdwl. For 2l" RCP
1.00
EA
500.00
500.00
16.
Type "C" Hdwl. For 48" RCP
1.00
EA
950.00
950.00
17.
Type "C" Hdwl. For 42" RCP
2.00
EA
800.00
1,600.00
18.
3 - Grate Comb. Inlet
1.00
EA
2700.00
2,700.00
Storm Sewer Total
S 97,192.66
EROSION CONTROL
1.
Erosion Control
1.00
LS
9500.00
S 9,500.00
MAINTENANCE BOND
1.
Maintenance Bond
S 8,540.00
PAVING- EXCAVATION - UTILITIES- EROSION CONTROL TOTAL S 791,578.36