HomeMy WebLinkAbout86 Development Permit 448 Edelweiss Phase 8OI!",-_-;. --.
ENGINEER'SCONSTRUCTION COST ESTIMATE
EDELWEISS ESTATES, PHASE 8
JANUARY 3, 1997
ITEM DESCRIPTION UNIT QUANTITY UNIT AMOUNT
NO. COST
STREET CONSTRUCTION
1 Erosion & Sed i mentation Control L.S . 1 $5,000.00 $5,000.00
2 Clearing & Grubbing L.S. 1.0 6 ,500 .00 6 ,500.00
3 Roadway Excavation C .Y . 4 ,167 4 .00 16 ,668.00
4 Cellulose Fiber Mulch Seeding S.Y . 5 ,000 0.50 2,500 .00
5 6 " Lime Stab. Subgrade (6% lime) S .Y . 11 .156 3.00 33,468 .00
6 Extra lime Ton 100 80.00 8 ,000.00
7 6 " Flexible Base Crushed Stone S .Y . 5 ,108 5.85 29 ,881 .80
8 7" Flexible Base Crushed Stone S .Y. 3 ,812 6 .85 26 .112.20
9 1~" Hot Mix Asphaltlc Concrete (Type D) S.Y. 8 ,920 3 .75 33,450 .00
10 Reinforced Concrete Curb (Type A) L.F. 3 ,165 7.50 23 ,737.50
11 Standard Reinforced Concrete Curb l.F. 1 ,517 7 .50 11,377.50
12 Temporary Concrete Curb L.F . 155 6 .50 1 ,007 .50
13 Relnf. Concrete Sidewalk S .F . 14,352 2 .25 32 ,292 .00
14 Reinf. Concrete Aprons (6 ~ thick) S.F . 5 ,028 3.25 16,341 .00
STREET CONSTRUCTION SUBTOTAL $246.335 .50
DRAINAGE CONSTRUCTION
15 18" RCP (C76, Cl. Ill) L.F . 34 28 .50 $969.00
16 21 " RCP (C76, Cl. Ill) L.F . 75 30.50 2 ,287 .50
17 24" RCP (C76 , Cl . Ill) LF . 435 32 .00 13,920 .00
18 27" RCP (C76 , Cl. Ill) L.F . 236 36 .00 8 ,496.00
19 33 " RCP (C76 , Cl. Ill) L.F . 417 42.00 17,514 .00
20 36 " RCP (C76 , Cl. Ill) L.F . 35 50 .00 1,750.00
21 5 ' Standard Recessed Cone. Inlet Each 4 1,700 .00 6 ,800.00
22 1 O' Standard Recessed Cone . Inlet Each 5 2 ,300 .00 11,500.00
23 Reinforced Concrete Grate Inlet Each 2 2 ,000.00 4,000.00
24 Reinforced Concrete Rlprap (4 " thick) S .F . 1 , 160 3 .50 4 ,060.00
25 Trench Safety (Storm Drain) L .S . 1 750.00 750 .00
DRAINAGE CONSTRUCTION SUBTOTAL $72 ,046 .50
SEWER LINE CONSTRUCTION
26 6 " PVC (SDR-26, 03034)(< 6' depth) l.F . 50 12.50 $625 .00
27 6 " PVC (SDR-26 , 03034)(6' to 8' depth) L.F . 1,260 15.00 18,900.00
28 Standard 4' Diameter Manhole (< 8' depth) Each 5 1,200.00 6,000.00
29 4" Dbl. Serv. Line (Type 1)(36' Avg . Length) Each 11 580 .00 6,380 .00
30 4" Dbl. Serv. Line (Type 11)(55' Avg . Length) Each 6 800 .00 4,800.00
31 4" Single Serv. Line (Type 1)(21' Avg . Length) Each 7 500.00 3 ,500 .00
Page 1
ENGINEER1SCONSTRUCTION COST ESTIMATE
EDELWEISS ESTATES, PHASE 8
JANUARY 3, 1997
·-....... --~---
ITEM DESCRIPTION UNIT QUANTITY UNIT AMOUNT
NO. COST
32 4'" S i ngle Serv. Line (Type 11 )(45' Avg . Length) Each 3 700 .00 2 ,100.00
33 Trench Safety (Sewer Lines) L.S . 1 1 ,300 .00 1,300.00
34 Remove Cap & Connect to Existing 6" Line Each 2 300.00 600.00
SEWER LINE CONSTRUCTION SUBTOTAL $44,205.00
WATER LINE CONSTRUCTION
35 6'' PVC (C900, Cl. 200) L.F . 1 ,609 13.50 $24,421.50
36 8" PVC (C900 , Cl. 200) L .F . 950 15.50 14,725.00
37 F ire Hydrant Assembly (Type II} Each 3 1 ,600.00 4 ,800.00
38 2 " Blow-Off Assembly w/8" Cap Eactl 1 450.00 450.00
39 2" Blow-Off Assembly w/6" Cap Each 1 400.00 400.00
40 Connect to Existing 6" 0 .1.P . Each 1 400.00 400 .00
41 6" M.J . Gate Valve Each 6 350.00 2 ,100.00
42 8" M.J. Gate Valve Each 2 450.00 900.00
43 6'' X 6" M .J . Tee Each 1 175.00 175.00
44 8" X 6" M .J . Cross Each 2 225 .00 450.00
45 6" M .J. Plug Each 2 50 .00 100.00
46 6" X 45• M.J. Bend Eactl 8 175.00 1,400.00
47 1Ya" Type K Water Service (41' Avg . Length) Each 15 900.00 13 ,500.00
48 Trench Safety (Water Line) L .S . 1 1 ,250.00 1 ,250.00
WATER LINE CONSTRUCTION SUBTOTAL $65,071 .50
TOTAL ESTIMATED COST OF CONSTRUCTION $427 ,658.60
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·Figure XII
Application Form
Development Permit
Inside/Outside Established Flood Haza1·d Areas
City of College Station, Texas
(re: Ordinance No. 17~8)
Site Legal Description: __ ED_EL_WE_Is_s_ES_T_'Pi_TE_s.....:..., _P_HASE ___ E_IGHT ________________ _
Site Address:------~----------------------------
1901 San Jacinto
0 James O ~-,Crowell, Pres. , BEGONIA CORPORATION Add
wner: ----~-----------------ress: Houston, TX 77002
Telephone No.: ( 713) 654-0060
~/ Michael R. McClure, P.E., R.P.L.S.
Engineer: McCLURE ENGINEERING, INC.
Contractor: ELLIOCT CX>NS'IRucrION, INC. and
A.L. HELMCAMP, INC.
1722 Broadrocx:>r, Suite 210
Address: Bryan, Texas 77802
Telephone No.: _7.:...7:...:6~-.;::;6-'-70=0........_ ____ _
P.O. Box 510
Address: Welloorn, Texas 77881
Telephone No.: _6~9~0~-...:..7~07..:....1:__ ____ _
Date Application Filed:-------------~-Approved:------------
Application is hereby made for the fo1!owing specific waterway alterations: sewer main construction for
EDELWEISS ESTATES, PHASE EIGHT and construction of infrastructure in EDELWEISS ESTATES,
PHASE EIGHT.
Attached as part of this application:
raJ Application Fee
1XJ Signed Certificate
O Site and Construction Plans, with supp<)ning documentation: two (2) copies of each
0 Other:
~~~~~--~~~--~-~-~--
ACKNOWLEDGEMENTS:
I, James o. Crowell, President as owner, hereby acknowledge or affirm that:
The above Drainage Plan and supporting documents complies wiht the requirements of Ordinartce No. 1728,
a~ . . .
,ty ~ ()' {],_,__,u ' I' ,,,,,_:..A..r
g ::y ~2 ~. 8=IA CXEURATIOO
~-L~,Inc.
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19 1'11, "
Date
,Ji 2/ /<777 £ e?
Date
'i~
~----~-~-----~~--~~~~-~---Contractor Elliott Construction, Inc. Date
Page 1of2
i
/
/ Figure XII Continued
CERTIFICATIONS:
A. I, certify that any nonresidential structure on or
proposed to be on this site as part of this application meets flood-proofing requirements as
set out in Section of Ordinance No. 1728
Architect/Engineer Date
B. I, certify that the finished floor level of the lowest
floor, including any basement, of any residential structure as part of this application is or
proposed to be at or above the base flood elevation as established in the latest Federal
Insurance Administration flood hazard study and maps, as amended.
Architect/Engineer Date
Architect/Engineer Date·
REVIEWED FOR APPROVAL: ---------------Floodplain Administrator Date
APPROVAL: Special conditions or comments as part of approval: __________ _
ACCOUNT NO . _______________ _
CITY OF 0COLLEGE STATION
'\Li\ 0 ___
$ I I • -
3829('.)6
RECEIVED OF ----''-"--'=--.:1-=----'=::;__--'='-"~---IF-'--=--'--=--=--____,,,,___,_.___,_ __ --.----
FOR _...,.._ _ __,..c::=.----------+-,~----~~~--+-~
'1\ r--e-e.
31 ·~ Paid by _ Check \ ~sh __ _
ACCOUNT NO. 382907
Pa id by _ Ch j l ?2'5J\ash __ _