HomeMy WebLinkAbout26 Development Permit 592 Shenandoah Ph 6Item
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Shenandoah, Alexandria Avenue
Cost Estimate
Description Unit Unit Prta
PAVEMENT CONSTRUCTION
Mobilization L S. 5,000.00
Prepare R.O. W. L S. 5,000.00
Silt Fence LF. 0 .25
Construction Eatrance S.Y. 25 .00
Inlet Protoctioo Ea. 40.00
6" Lime Stabilizod Subbase S.Y. 2 .75
Extra Lime Ton 70.00
6 " Crushed Stone Base S.Y. 6 .50
7" Crushed Stone Base S.Y. 7.00
1.5" Asphalt Pavemcm S.Y. 5.00
Reinf. Coocme Curb and Gutter LF. 7.50
Reinforced Cooaele Apron/Driveway S.F. 3.00
Reinforced Cooaele Sidewalk S.F. 2 .50
Commoo Excavatioo C .Y. 4 .00
Cellulo:ic Fiber Mulch Seeding S.Y. 0 .70
PAVEMENT COST
STORM DRAIN CONSTRUCTION
5' Standard Rccetied Inlet Ea. 2,000.00
1 O' Standard Rcccsscd Inlet Ea. 2,500.00
Junctioo Box Ea. 2,000.00
MH Access (Box Culvert) Ea. 1,500.00
15"RC P LF. 30.00
18" RC P LF. 33 .00
21" RC P LF. 35.00
24" RCP L F. 35.00
27"RC P LF. 40.00
30" RCP L F. 45 .00
36"RCP LF. 60,00
42" RCP L P. 70.00
48" RCP L F. 80.00
S'x4' Box Culvert (C-789) L F. 150.00
S'x4' Box Culvert (C-850) LF. 180.00
S'x4' RCBC 45 Degree Bend Ea. 1,200.00
5'x4' RCBC Sloped Headwall Ea.. 2,000.00
21" RCP Sloped Headwall Ea. 500.00
36" RCP Sloped Headwall Ea.. 700.00
48" Dia. Box Culva-t Conoocti.on Ea. 1,000.00
Cooaele Rip Rap w / Toe Dawn S.F. 2 .50
Dry Rip Rap Owmel Lining on Fabri c 8 .Y. 30.00
Solid Bunnuda Sod S.Y. 3.00
Trmch Safi:ty LF. 1.00
SfORM DRAIN COST
I of2
Qu.uJtl.ty Cost
1 5,000.00
1 5,000.00
1,000 250.00
70 1,7 50 .00
10 400.00
10,366 28,.5-06 .50
70 4,902.84
5,638 36,647.00
2.513 17,591.00
8,151 -40 ,755.00
2,514 18,855.00
24,270 72,810.00
7,712 19,280.00
13,000 52,000.00
17,000 11,900.00
315,647.:M
4 8,000.00
4 10,000.00
4 8,000.00
4 6,000.00
31 930 .00
77 2,54 1.00
31 1,08 5.00
138 4,830.00
173 6,920.00
307 13,815.00
381 22,860.00
307 21,490.00
301 24,080.00
248 37,200.00
376 67,680.00
2 2,400.00
1 2,000.00
2 1,000.00
2 1,400.00
1,000.00
720 1,800.00 , 301 9,030 .00
350 1,050.00
2,060 ~ VED FOR '
COMPLIANCE
JUL 2 41998
COLLEGt: ~ IATION
ENGINEERING
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Shenandoah, Alexandria A venue
Cost Estimate
Descripdon Unit Unit Price
WATER LINE CONSTRUCTION
12" Ductile Iroo Water Linc LF. 30.00
6" PVC Water line L F. 15 .00
6" M .J. Gate Valve Ea. 375.00
6" x 13" M .J . Anchor Coupling Ea. 200.00
8" PVC Water: line L.F. 18.00
8 " x 6" M .J. Cross Ea. 250.00
8" M .J . Gate Valve Ea 500.00
8" x 13" M.J. Coupling Ea. 250.00
2" Blow off Assembly Ea. 400.00
Fire Hydrant Assembly (fype II) Ea. 1,4-00 .00
Fire Hydrant Assembly (fype III) Ea. 1,500.00
12" M.J. Cap Ea. 100.00
Connect to Existing Ea. 300.00
18" Ductile Iron Wat.er Line LF. 30.00
18"x8" M.J. Tee Ea. 500.00
18" Butterfly Valve Ea. 4,000.00
18" MJ. Plug Ea. 100.00
Type IV Fire Hydrant Assembly Ea. 2 ,500.00
8" Ductile Iron Wat.er line w/ Mech. Joints LF. 21.00
1.5" W at.cr Service ( 60' Aver:age Length) Ea. 750.00
1.5" Wak;r Service (15' Avcrage Length) Ea. 275 .00
1.5" Wat.cr Service (30' Aver:age Length) Ea. 500.00
l" Wak;r Service (20' Average Length) Ea. 300.00
6" 11.25 Degree M.J. Bend Ea. 200.00
Trcnch Safety LF. 1.00
WATER LINE COST
SEWER LINE CONSTRUCTION
Standard Manhole (6' to 8' Deep) Ea. 1,500.00
Standard Manhole (8' to l O' Deep) Ea. 1,750.00
Standard Manhole (10' to 12' Deep) Ea. 2,000.00
Cooncct to Existing MH Ea. 500.00
6" PVC (03034, 4' to 6' Deep) LF. 13 .00
6" PVC (03034, 4' to 6' Deep) w/ Structural Fill LF. 15 .00
6" PVC (03034, 6' to 8' Deep) LF. 15 .00
6" PVC (03034, 6' to 8' Deep) w/ Structural Fill LF. 17.00
6" PVC (03034, 8' to 10' Deep) LF. 17.00
6" PVC (03034, 8' to 1 O' Deep) w/ Structural Fill LF. 20.00
6" PVC (03034, 10' to 12' Deep) LF. 20.00
6" PVC (02241, 4'to 6' Deep) LF. 13 .00
6" PVC (02241, 4' to 6' Deep) w/ Structural Fill LF. 15 .00
6" PVC (02241 , 10' to 12' Deep) LF. 20.00
6" Caps Ea. 50.00
6"Mecb. Bore(ASTM D-2241 Pipe) LF. 35.00
Trench Safety LF. 1.00
Type I Sewer Service (20' Average Length) Ea. 450.00
Type I Sewer Service (50' Aver:age Length) Ea. 750.00
Type I Sewer Service (60' Average Length) Ea. 850.00
Type II Sewer Service (5' Average Length) Ea. 250.00
Type II Sewer Service (4-0' Average Length) Ea. 600.00
Type II Sewer Service (50' Average Length) Ea. 700.00
Type II Sewer Service (80' Average Length) Ea. 1,000.00
Type II Sewer Service (90' Aver:age Length) Ea. 1,100.00
SEWER LINE COST
TOT AL CONSTRUCTION COST
2 of2
Quandty Cost
54 1,620.00
1,874 28,110.00
4 1,500.00
4 800.00
446 8 ,028.00
2 500.00
3 1,500 .00
3 750.00
6 2,4-00 .00
l 1,4-00.00
3 4 ,500.00
2 200.00
1 300.00
1,137 34,110.00
l 500.00
l 4,000.00
l 100.00
l 2 ,500.00
108 2 ,268 .00
15 11 ,250.00
2 550.00
3 1,500.00
l 300.00
1 200.00
1,551 1,551.00
110,437.00
6 9,000 .00
5 8,750.00
3 6,000.00
l 500.00
406 5,278.00
172 2 ,580.00
1,063 15,945.00
65 1,105.00
589 10,013.00
80 1,600.00
491 9,820.00
265 3 ,445 .00
4-0 600.00
120 -2 ,400 .00
13 650.00
53 1,855 .00
3,291 3 ,291.00
1 450.00
I 6 4,500 .00
8 6,800.00
I 250.00
1 600.00
1 700.00
1 1,000.00
2 2 ,200 .00
$99,332.00
$782,587.34
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THIS FORM R~P~CES PR7vtous FORM 351°"6 {8·92) . Form~ OMa w.. '°'~
. See everH for Instructions . l.pp'O'ltl tql(n I : W 1 .. 1
. United Stales Environmental Protection Agercy
i · . Washington. DC 20.60
i No. tc.e of lnten' (NOi) for Storm Water Diso.hargea 'Assoolated with lndu t.1 :
1 • • 1 Activity Under a NPOES General Permit
J
· 1. Permit Sel~ You m1.1~ lndleat• the :N 'oes 1 IOnn Waler g•ritt~I ~rmll undar wt.lctl )'OU ar~ 8')plylng for QQYfra~. Ohtek: 001 or the6o .
--· ~u!IM If 0 ' · eMenne Ix··(] Mu111-sootoc 0
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I ' ' I j j,, FacWty Opetl~ ~forma
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11 ltlt 6IOCTn Water PoGutlon Prevention PIJ:
In oompll81lC41 ~ Slit& anc1lo< local
Hd'lment and ttol9on plans? Ci 0< N)
EDWARD FROEHLING CH ECK YOUR INVOICE NO. INVOICE DATE INVOICE AMOUNT AMOUNT PAID DISCOUNT TA KEN PERMIT 07 /2'3/'38 100.00 100 .00 1).00 100 .00 Vend•:iY: C I TY C S CITY OF COLLEGE STA T ION Check:35284
DEVELOPMENT PERMIT
PERMIT NO. 592
SHENANDOAH PHASE SIX
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Shenandoah, Phase Six
OWNER:
Edward Froehling
3887 High Lonesome
College Station, Texas 77845
776-8266
DRAINAGE BASIN:
Spring Creek
TYPE OF DEVELOPMENT:
SITE ADDRESS:
This permit is valid for site construction as shown on the approved plans.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate
construction site in accordance with the approved erosion control plan as well as the City of College
Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed
areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales
used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed
vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall
be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery
and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be
taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city
streets, or existing drainage facilities .
I hereby grant this permit for development of an area outside the special flood hazard area. All
development shall be in accordance with the plans and specifications submitted to and approved by the
City Engineer in the development permit application for the above named project and all of the codes and
ordinances of the Cily of College Station that apply. ;;::: A{0ru~ Dare!?)~
Dare ff~
Date 7
Figure Xll
Development Permit
City of College Station, Texas
S. L l D · · SHENANOOAH, PHASE SIX 1te ega escnpt1on : ---------------------------
Site Owner: EDWARD FROEHLING
~
Engineer: Kent M. Laza, P.E.
McCLURE ENGif\1EERING , INC.
Contractor: -------------
Date Application Filed : ---------
3887 High Lonesome
Address : College Station, TX 77845
Telephone: 776-8266
1722 Broadmoor, Suite 210
Address : Bryan, TX 77802
Telephone No : __ 7_7~6-_6~7~0~0 _____ _
Address : -------------
Telephone No : ------~---
Approved: ___________ _
Application is hereby made for the following development specific waterway alterations :
Subdi vision construction in the drainage basin of an un-narned tributary of
Spring Creek.
111 Application Fee
Qt Signed Certifications
0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each .
0 Site and Construction Plans, with supporting Drainage Report two (2) copies each .
0 Other: -------------------------------
ACKNOWLEDGMENTS :
I, _ED_W_ARD __ rn_o_EHL_I_N_G __ ~ _ __J ~owner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply
with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its
associated Drainage Policy and Design Standards .
As a condition of approval of this permit application, I agree to construct the improvements
proposed in this application according to these documents and the requirements of Chapter 13 of
.the~Jol~ ', ~ner(s) EDWARD FROEHLING
'
Figure Xfl Continued
CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .)
A. I, certify that any nonresidential structure on or proposed
to be on this site as part of this application is designated to prevent damage to the structure or its
contents as a res ult of flooding from the 100 year storm .
Engineer Date
B. I, certify that the finished floor elevation of the lowes t
floor, includin g any basement, of any residential structure, proposed as part of this application is
at or above the base flood elevation established in the latest Federal Insurance Administration
Flood Hazard Study and maps, as amended .
Engineer Date
C.
Engineer
Engineer Date
Conditions or comments as part of approval : --------------------
In accordance with Chapter l 3 of the Code of Ordinances of the City of College Station,
measures shall be taken to insure that debris from construction, erosion, and sedimentation shall
not be deposited in city streets, or existing drainage facilities .
I hereby grant this .permit for development. All development shall be in acc;ordance with th e plans
and specifications submitted to and approved by the City Engineer for the above name d proj ect.
All of the appl ica ble codes and ordinances of the City o f College Station shall apply .
rom.J"'fil/.,_.:,c/10-9 1