HomeMy WebLinkAbout8 Development Permit 238 Henton Subdivision\
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Engineer's Estimate
Fo r
Sanitary Sewer, Water, and Street and Drainage Improvements
dpt 3 -Hent;;Subdi v isiop~ ~ [)t)P
College Station, Brazos Cou n ty, Texas Lof O
November, 1995
W t Im r v m nts •
[1' rt:);·, l : -. ---. -;i !~if!i-1t:f(:1i 1 ~i . M1)i• . dlt.){i •r 1!·; r:; r· XHi l , ·1 -------~--------____ ----~-~~~ill.illli'L._L __ " ______ .. -I ~~~l. .. :~L----·------·--·-. --·-
Cb-r.;.?
; . i 6" Diameter Ductile Iron Water 216 L.F. $39 .00 $8,424 .00
Line (7-9 feet)
~!£.~?
2. i6" Diameter Ductile Iron Water 34 L.F. $40.00 $i ,360 .00
Line (9-11 feet)
3. 8" Diameter C900 Class 200 P.V.C . 41 L.F. $17 .00 $697 .00
Water Line (0-5 feet)
4 . 8" Diamet e r C900 Class 200 P.V.C . 349 L.F. $18 .00 $6,282 .00
Water Line (5-7 feet)
5. 8" Diameter C900 Class 200 P.V.C . 298 L.F. $19 .00 $5,662.00
Wat e r Line (7 -9 feet)
6. 1 1/2" Diameter Type "K" Copper 156 L.F . $14 .00 $2,184 .00
Service Line
7 . Trench Saf etv 1 LS . $1 ,085 .00 $1 ,085.00
8. 16" M .J . Gate Valve And Box 1 Ea. $900.00 $900.00
r1J -
9. 16",.Plug 1 Ea. $75.00 $75 .00
'\
10. 8" M .J . Gate Valve And Box 1 Ea . $475 .00 $475.00
11 . i6" X 8" M .J . Tee 1 Ea. $570.00 $570.00
7f
12 . 8" X 11 .25 Deqree M .J . Bend 6 Ea . $250 .00 $1,500 .00
1'-t
13. 8" X 22 .5 Deqree M .J . Bend 4 Ea. $250 .00 $1 ,000.00
14. 8" X 45 Deqree M .J . Bend 2 Ea . $250 .00 $500.00
15. 8" X 90 Degree M .J . Bend 1 Ea . $250 .00 $250 .00
.,....,
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civl-tftr I rnpr:)
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Water Im rovements •
Engineer's Estimate
For
Sanitary Sewer, Water, and Street and Drainage Improvements
To
Lot 3 -He n ton Subdivision
College Station, Brazos County, Texas
November, 1995
(continued)
·l(!J1;.: - ----~----·----· 'f i:t-Jh"f~·f ·; tt ni11 ·r ,·~r11H 'i ,_ -.--~-~,f.m!111·1 :
' . I ~ ' ~~~1~-·~ _____ -· _ -------~----__:l...~'L _.~ ·-___ jL--~!1~~----~----------·---· ____ ____..;
16 . 16"X8" M.J. Tapping Saddle w/8" M.J . Ea . $3,800 .00 $3,800.00
Gate Valve And Box
17. 8"X1 1/2 " Bronze Service Saddle w/ 4 Ea. $250 .00 $1 ,000.00
1 1/2" Corp. Stop, 1 1/2"X1 "X1" Wye
and 2-1" Sta s
Total Estimated Cost For Water Improvements: $35,764 .00
s "t s • t
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I [Jii •• 11 ·un1t; ~ \" -----,~l'il•'1 11 ,) l
' :
·~r·>_'.... ______________________ ..:~~U',:._. " ----·~-...:!•iitOf:" _ -~l..-----------------~
1. 6" Diameter SOR 26-3034 San . Swr. 180 L.F . $17.00 $3,060.00
(7 -9 feet)
2 . 6" Diameter SOR 26-3034 San _ Swr. 198 L.F. $18 .00 $3 ,564.00
(9 -11 feet)
3 . Standard Manhole (0 -8 feet) 2 Ea . $1,000.00 $2,000.00
4 . Extra-depth Manhole (>8 feet) 6 V .F. $135 .00 $810.00
5. Trench Safety 1 L.S . $954 .00 $954 .00
6 . Tie Into Existing Manhole 1 Ea . $250 .00 $250.00
7 . 6"X6"X4" Tee 3 Ea. $250 .00 $750 .00
8.
9 .
10.
\
Engineer's Esti m ate
For
Sanitary Sewer, Water, and Street and Drainage Improvements
To
Lot 3 -Henton Subdivision
College Station, Brazos County, Texas
November, 1995
(continued)
4" Double W e w/4" Plu s 3 Ea . $225 .00
4" Plu Ea. $50 .00
4" Diameter Schedule 40 San . Swr. 162 L.F . $14 .00
Service Line
Total Estimated Cost For Sanitary Sewer Improvements:
1. 6" Thickness Reinforced Concrete
Pavement -3000 P.S .I., 28 -day
Strength (reinforced with 3/8"
bars at 18" O .C.
d Cost For Street And Drainage Improvements:
Summary
$675.00
$50 .00
$2,268 .00
$14,381 .00
$58 ,000.00
$35,764 .00
$14,381 .00
$58,000.00
$108,145.00
Figure XII
Development Permit
City of College Station, Texas
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Site Legal Description : 1:1 f:-/J \0 N 3 W & \} ( J /SI 01J -bo JS J { ~
Site Owner Oki/ ( Q 'SC A (L:{/A MU} 0 Address ) /: f'.. rr/ 2-~ 3'
Telephone: (2/2_,1 A.il 1 ~ /
Architect/
~
\) I { Address:
1 !\ i L . tj /} M (V/ <D N ,~ Telephone-N-o-: --,,~-.f.--:'2---1-tf-,-0__,¥-,----:---
Address :
-----------~
Telephone No : _________ _
Date Application Filed '7 (i 41f
Application is heceby made for the following development specific waterway alterations :
f; i..-k Q lfl ( 0 NL-r -IJO uJA 1G11MJ:r ~ (r?YlA-{1 O N. S ,-
~ Applicati on Fee
D Signed Certifications ~ Drainage and erosion control plan ,~~ su ~rting ~age R~rt tw ~copi#achJ
D Site and Construction Plans , with supporting Drainage Report two (2) copies each .
D Other : -----------------------------
ACKNOWLEDGMENTS :
I , &{, L ' H /Jc M /\A () N 5, ?t ,, design engineer, 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 permjt application, I agree to construct the improvements
proposed in this application according to these documents and the requirements of Chapter 13 of
the College Station City Code .
D flv I~ CScA-fl mA-rio o
Property Owner( s) Contractor
Figure XII 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 result of flooding from the 100 year storm .
Engineer Date
B. I, , certify that the finished floor elevation of the lowest
floor , including 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. I , , certify that the alterations or development covered by
this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing
this permitted site and that such alterations or development are consistent with requirements of
the City of College Station City Code, Chapter 13 concerning encroachments offloodways and of
floodway fringe s .
Engineer Date
I , do certify that the proposed alterations do not raise the level
of the 100 year flood above elevation established in the latest Federal Insurance Administration
Flood Hazard Study .
Eng ineer Date
Conditions or comments as part of approval : ___________________ _
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 existin g drainage facilitie s .
I hereby grant this permit for development. All development shall be in accordance with the plans
and specifications submitted to and approved by the City Engineer for the above named project.
All of the applicable codes and ordinances of the City of College Station shall apply .
fonns/cngl~errnit/I 0-93
473
M. L. HAMMONS, P.E.
PH . 409-696-1444
ACCO UNT NO . 00( -()QQ() "" lf±& -3,c)--~ 0 )O(J. Du 323868
CITY OF COLLEGE STATION
$ ---'t'--'~o""--'.-=-D-=-V __
RECEIVED OF ___ ~~-1-Lf---'---'-'-=:...i~..lc..JWu=_---,.---:--r---------
FOR _____ __,~'---f/-.,.-,.---+-+--,.-:~~-~~~-LLLJ.L.L..Ji_ _____ _
Pa id by _ Check tJ 3 Cas h THANK YOU LP--13
(409) 696-1444
M. L. HAMMONS, P .E.
1700 KYLE SOUTH
SUITE 240
COLLEGE STATION, TEXAS 77840
CITY OF COLLEGE STATION
Engineering Department
JULY 18, 1994
Ref: Proposal for Earth Fill at Undeveloped Lot
Henton Subdivision, Lots #1 and #2
David Scarmardo proposes to import earth fill to his lots at the Henton Subdivision
located south of University Drive and west of One Lincoln Place Subdivision . The
material is being acquired to help level the existing undeveloped lots and is not part
of a more comprehensive development plan. Specific planning for the lots has not
yet been accomplished.
As shown by the attached drawing, there are three fill areas. All three fill areas are
located at the toe end of existing slopes. One is near University Drive at the
northwest corner of the tract. The other two flank an existing natural drain that runs
from this tract into One Lincoln Place Subdivision. All three areas will be filled with
maximum fill near the toe of the slope, then up-grade to a feathered finish into
existing grade. The maximum fills will be approximately four (4) feet near University
drive and approximately two and one-half (2 1/2) feet near the natural drain feature.
In all three fill areas the slope direction will remain unchanged . Only the slope
gradient will be modified. Accordingly, there will be no change in flow direction or
accumulation points. No drainage routing and no run-off volumes will be changed,
therefore no drainage calculations are provided.
The perimeter edges of all fill areas will be graded to a slope no steeper than 1'
rise/4' run. Silt fences as located by the plan and detailed by drawing will be
constructed prior to dirt placement and will remain in place until they are no longer
needed . They will be maintained as required by City of College Station Ordinances.
None of the fill areas are in an existing 100 year flood plane.
Sincerely,
\\) 1 )))) //)) ))))))))))));, ~\''''' ~'E. OF T~ ~ ~ '\~ .. ······· .. *1 % ~ C"~.· * ·.JI ~ ~ *··· ··.~ % ~ *:' ··* ~ ~························: .... ~ 3l M. L. HAMMONS g ~·····························~ ~~ -...~ 25308 Q ..... $ff
.? ,<' •• Gts1t:.<?-~·· ~ ~ mans, P.E. ..,..-~ <-"s • ........ ··~0·~~~ '?0,."~?}JA l 'f:~\\11.1~,1.~ MLH/av
·r7r rrtf~ ~
PICTORIAL
WOOD STAKES @
8' C TO C MAX.
SPACING
WATER Flow
FLOW
CITY APPROVED
SILT FENCING
WATER FLOW
-------+-ITf . . . . . . .
DEPTH
ADEQUATE
TO IN SURE
FENCE
STABILITY
DAVID SCARMARDO
HENTON SUBDIVISION
COLLEGE STATION, TE XAS
. . . · .. ' . . . . . . . : . . . ..
.• ... . : . -. . ,• ... . 6" MIN . . . ··. . . . ~ . .
6" MIN
TOE OF FENCE TO
BE BURIED AS
SHOWN.
SECTION
SILT FENCE
7/18/94