HomeMy WebLinkAbout38 Development Permit 99-310 Super B Subd.~-'1
COlllGl STATION
DEVELOPMENT PERMIT
PERMIT NO . 500007
DP-SUPERB SUBDIVISION
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Lot 1, Block 1
Super B Subdivision
SITE ADDRESS:
2000 FM 158
DRAINAGE BASIN :
Carter's Creek
DATE OF ISSUE: May 3, 2000
OWNER:
VALID F OR 12 M ONTHS
CONTRACTOR:
BRAZOS SUPER TRAC INC
2828 BRANDYWINE CIR
BRYAN, TX 77807
TYPE OF DEVELOPMENT: Full Development Permit
SPECIAL CONDITIONS:
All construction must be in compliance with the approved construction plans .
The Contractor shall take all necessary precautions to prevent silt an
in accordance with the approved erosion control plan as well as the
Criteria. The Owner and/or Contractor shall assure that all disturbt
occurs prior to removal of any silt fencing or hay bales used for temf
shall also insure that any disturbed vegetation be returned to its 0 1
and/or Contractor shall be responsible for any damage to adjacent p
mach inery and/or equipment as well as erosion , siltation or sedimenta
Any trees required to be protected by ordinance or as part of the Ian
operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City o
that debris from construction , erosion, and sedimentation shall not
facilities.
I hereby grant this permit for development of an area outside the speci
accordance with the plans and specifications submitted to and approve•
application for the above na d project and all of the codes and ordinan
CITY OF COLLEGE STATIOM
11 1 CUSTOKER Rt~~~~· 1 ~1
OPER: KRODGERS M. CT RECEIPT: 0113643 Date
Date
< J
Date
DATE: 1/31/00 -
DESCRIPTIOM QTY
2000 2b 1
PLAMMIMG ~ ZOMill 1
2000 '":llJ0007
PLAMMIMG ' ZOMIM
AKOUMT TP TKK $100.00 •PL C
CK' 27390
s100.00 •PL CK
CK: 27390
TEMDER DETAIL $200.00 i~TE: 1/~lfe: TIKE: 14:37~~.00
TOTAL PERSOMAL CHECK $200.00
AKOUMT TEllDERED
TRAMK YOU
FOR OFFICE USE Of.IT,Y
P&Z CASE NO.: °'1 -~ '+~
DATE SUBMIITED: "1/<}.B 3 om
F I
FINAL PLAT APPLICATION
Minor __ Amending __ Vacating __ Replat
The following items must be submitted by an established filing deadline date for P & Z Commission consideration.
MINIMUM SUBMITTAL REQUIREMENTS:
_x_ Filing Fee of $200.00.
__ Development Permit Application Fee of $100.00 (if applicable).
_1_ Infrastructure Inspection Fee of$300.00 (applicable if any public infrastructure is being constructed.).
_X_ Application completed in full .
_X_ Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.)
__ One (l) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable).
__ Paid tax certificates from City of College Station, Braz.os County and College Station I.S.D.
X A copy of the attached checklist with all it.ems checked off or a brief explanation as to why they are not. 2 Two (2)copies of public infrastructure plans associated with this plat (if applicable).
APPLICATION DATA
NAMEOFSUBDMSION Super 11 8 11 Subdivision, Phase One
SPECIFIED LOCATION OF PROPOSED SUBDMSION Hest corner of the intersection of FM 158
with State Highway No. 30.
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project):
Name Stewart M. Kling
StreetAddress 41 1:3 Texas Ave. Suite 212 City Bryan
State TX Zip Code 77802 E-Mail Address kl i ng@tca.net ---=----------
Phone Number ( 409)846-6212 Fax Number ( LW9)846-8252
----------------~
PROPERlY OWNER'S INFORMATION:
Name Super "B" Inc. -Sanh Trinh, President
Street Address 1403 Briarcrest Drive City _B--'ry'--a_n __________ _
State TX ----Zip Code 77802 E-Mail Address -------------
Phone Number ( 409 )823-1044 Fax Number -----------------
ARCHITECT OR ENGINEER'S INFORMATION:
Name Kling Engineering & Surveying
Street Address 4103 Texas Ave. Suite 212 City Bryan
State TX --'-'-'-----
Zip Code _7 _78_0_2___ E-Mail Address kl ing@tca.net
PhoneNumber (409)846-6212 FaxNumber (409)846-8252
---------~
FINAL PLAT APPLICATION l of3
'l""
1 / TOTAL ACRES OF SUBDMSION 1, 21 R-0-W ACREAGE n/a TOTAL# OF LOTS
____:.____ -----
NUMBER OF LOTS BY ZONING DISTRICT 1 / CB I ----I ----
AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT:
I I I I ----' --
FL00 DP LAIN ACREAGE n/ a -----
PARKLAND DEDICATION ACREAGE _____ OR FEE AMOUNT -----
A STATEMENT ADDRESSING ANY DIFFERENCES BElWEEN TIIE FINAL PLAT AND APPROVED MASTER
DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE):
REQUESTED VARIANCES TO SUBDMSION REGULATIONS & REASON FOR SAME _______ _
REQUESTEDOVERSIZEPARTICIPATION The lot being platted will take water service from the
existing 12 11
· line in Hwy 30. 100 % oversize participation is being requested.
TOTAL LINEAR FOOTAGE OF PROPOSED:
nf a STREETS
n/a SIDEWALKS
203 SANITARY SEWER LINES
255 WATERLINES
n/ a CHANNELS
n/a STORM SEWERS
n/a BIKE LANES I PATIIS
NOTE: DIGITAL COPY OF PLAT (IF APPLICABLE) MUST BE SUBMITTED PRIOR TO FILING.
The applicant has prepared this application and certifies that the facts stated herein and exhibits attached
hereto are true, co"ect and complete. The undersigned hereby requests approval by the City of College Station
of the above identified final plat.
Signature and Title 7
FINAL PLAT APPLICATION
FNLPAPP.DOC JflS/99
~--
Date
2 of3
' .
RECORD DRAWINGS
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REVISION I BY
...:.. -----::. -_:...+-· _.;--=-_-..__~--.~-.:. ..... · ---'---'-_ _.--CITY OF COLLEGE STATION, TEXAS I
HARVEY ROAD WATERLINE i
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(USE. I· 2 'E'ff' 1-l'E.'XT.)
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STA . I +OS LINE G --
LINE. G-2.
STA . 0+00 LINE. G -J c G-2. " '-,
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BY BOR.IN C"J, CENTERED ON R.OAO, ' I
78 ,, M IN YI .... LL r ri '.:.. "'r,J E. s s
PROVIDE '.DC.K JOINTS WITHIN
E.NC.ASE.MLNT PIPE..
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Ft I I-TYPE. fil
FIRE. HYDRANT, M.J .
5' BURY USE. I-!'EXT.
5 TA . GS+ 85 (t)
1-1•s1NGLE 5ERVICE CONN
INSET "A"
N .T. S .
ROW
\\:o 12" M J PLUG \ \~ S .L . HWY. 30' <t_ HWY. 158
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2
255 LF Furnish and Install 12" PVC Waterline (AWWA C-900, DR 14, Pressure
5
Class 200) at -S..f'f Bury complete end In place
for . ...... .. . . . .. . . . .. ... ........ .. ............ ... . . .. . . . . .. .. . . . . . . . . .. .. . . . . ....... .. . . . .. . . Dollars
and ......................................................................................... Cents oer lineal foot .
EA Furnish end Install restraining joint glands for PVC M .J . waterline (from sta 0+-00 to 0+17.9)
complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents oer lineal foot.
3 EA Furnish and Install 12" Tapping Sleeve and Resiliant Valve for Wet. Connection
complete and in place
for ........................................................................................... Dollars
and ......................................................................................... Cents each .
4 EA Furnish end Install 12" M .J . 11 -114 degree Bend to include all necessary thrust blocking
complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents each .
5 EA Furnish and Install 12" M.J. 22-112 degree Bend to Include all necessary thrust blocking
complete and in place
for ............................................................................................ Dollars
and ......................................................................................... Cents Der lineal foot .
6 EA Furnish and Install 12" M .J. Plug to include all necessary thrust blocking
complete and in place
for . . . ..... .. . . . . . . . . . . . . . ....... .. . . . ......... .. . . .. . . . . . . . . . . . . . . . .. . . . . . . ......... .. . .. . . . . Dollars
and ......................................................................................... Cents Der lineal foot.
7 EA Furn ish and Install 4• Blowoff Valve with vault complete and In place
for . . ................... .... .. . . .. .. .. . . . . . . . . .. . . . . .. . .. . . ... . . . . . . . . . .. . . . . . . . ... . . . . . . . . . . . Dollars
and ......................................................................................... Cents oer lineal foot .
WATERLINE -SUB-TOTAL 1:
(Items 1-7)
S38 .00
$900 .00 ~500 .00
~1500 .00 ~1500 .00
s1 nnnnn S1 nnnnn
$1,100 .00 $1,100 .00
S625.00 $625,00
$20,865.00
8 85 LF Furnish and Install a· PVC (SOR 26, ASTM 2211, Class 160) Sanitary Sewer
Line (to include embedment) -Extra Depth-8'-1 rJ Bury complete and in place
for ........................................................................................... Dollars
and ......................................................................................... Cents cer lineal foot .
9 35 LF Furnish and Install a· PVC (SOR 26, ASTM 2211, Class 160) Sanitary Sewer
Line (to include embedment) -Extra Depth-6'-6' Bury complete and in place
for . . . . . . .. .. . . . .. . . . . .. . . . . .. . . . . . . . . . . . ... . .. .. . . .. . . . .. . . . . . . . . . . .. ...... .. . . . . . . . . . . .. . .. . Dollars
and ......................................................................................... Cents oer lineal foot .
10 83 LF Furnish and Install a· PVC (SOR 26, ASTM 2211 , Class 160) Sanitary Sewer
Line (to include embedment) -Standard Depth-4'-6' Bury complete and in place
for ........................................................................................... Dollars
and ......................................................................................... Cents oer lineal foot.
11 EA Furnish and Install Standard City of College Station Sanitary Sewer Manhole -Standard
Depth-4'-6' complete and In place
for . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ... ... . . .. . . . . . . . . . . . . . . ... ........ ... .. . . . . . .. Dollars
and ......................................................................................... Cents each.
12 EA Furnish and Install Standard City of College Station Sanitary Sewer Manhole -Extra Depth-
1 rJ-1 Z into existing Sanitary Sewer line complete and In place
for . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . ... .. . . . . . . . . . .. . . . .. ......... .. . . . . . . . .... Dollars
and ......................................................................................... Cents each.
13 58 LF Bore under SH 30 using 16" steel casing coated inside and out w/ tar based mastic
complete and in place
for ........................................................................................... Dollars
and ......................................................................................... Cents oer lump sum.
14 LS Provide Necessary By-Pass Pumping of Active Sanitary Sewer Lines
thoughout the duration of the project complete and in place
for . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . ... . ... . . . . .. . . . . .. . . . . . . . . . . . ... . . .. .. . . . . . Dollars
and ......................................................................................... Cents cer lump sum.
SANITARY SEWER LINE -SUB-TOTAL 2:
(Items 8-14)
$75.00 ~'.\75.00
$55.00 S1 °"" IYI
$35.00 $2905.00
$2500.00 S2 !'inn .00
~~ 000.00 ~~ 000.00
s120.oo ~960 .00
S?000.00 S?000.00
$25,665.00
15 LS Provide Construction Staking to include Layout, Cut/Fill and all other forms of
surveying services necessary to complete the Work. Layout and Cut/Fill staking
and calculation must be conducted under the authority of and certified by a
Registered Professional Surveyor or Engineer complete
for ... . . . .. . . . ... . . . ... ....... .. ... ..................... .. . . . . . . . . . . . . . . ... . . . . ........ .... ... Dollars
and ......................................................................................... Cents sum .
16 LS Provide Payment and Performance Bond for the total price of the Project
for . ... ..... ......... .. . ............. .. . .. ... . . .. . ........... .. .. . . . . . . .. ... . .. ..... .... ... . .. Dollars
and ......................................................................................... Cents lum sum.
17 LS Provide Contractor red-l ined As-Built Drawings within 7 days of project
completion and closeout complete
for ........................................................................................... Dollars
and ......................................................................................... Cents
18 LS Furnish and Install ail necessary Barricades, Signs and Traffic Control Devices
complete and in place
for . . .. . ... . ........ ............ ............ ... .. . . . . . .. ...... ..... ... .. . . . ...... ............. Dollars
and ......................................................................................... Cents sum.
19 LS Furnish and Install ail necessary Erosion and Sediment Control Measures
(Silt Fencing, hay bales, etc ... ) complete and In place
for . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. .. . . ... ... . . . . Dollars
and ......................................................................................... Cents
20 458 LF Furnish and Install ail necessary Trerich Safety
complete and in place
for . . . . . .. . . ... . . ... . . . . . . . .. . . . . . . . . . . . . . . . . .. . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... Dollars
and ......................................................................................... Cents lineal foot .
21 8150 SF Seed ail disturbed areas and Provide watering -Contractor to guarantee
coverage and establishment of grass for a period of 6 mos. (Coverage defined as
95% of the planted area with uniform coverage of grass >1" tail, with no bare
spots) complete and in place
for . . .. . . . .. . . .. .. . . . . .. . .. ... .. . ... . . . . . . . . . . . . . . ............................ ....... ....... Dollars
and ....................................................................................... Cents uare foot .
22 LS Clearing and Grubbing:
complete
for . .. . . .. .. .. . . . . . . . ....... ... ... . . . . . . . . . . . . .. . . . . . . . . .. ... . . . . . . . . . . . . . . .. . . . . .. . . . . . . ..... Dollars
and ......................................................................................... Cents ium sum .
INCIDENTALS ·SUB-TOTAL 3:
(Items 15-22)
500.00 500 .00
1.00 .00
.06 9 .00
500.00 .00
$10,047.00
... . . ,._
BASE BID TOTAL COST BASE BID (Add Subtotals 1-3):
TOTAL WORKING DAYS:
Cost of Materials: $
~~~~~~~~-
Cost of Labor: $
~~~~~~~~-
Cost of Overhead
and Profit: $ ·~~~~~~~~-
SUM to equal
BASE BID: $
$56,577.00
30 DAYS
ACCOUNT NO .--'------------------
CITY OF COLLEGE STATION 401665
$ \oo.oo :--~U~~~A-.'..4~~~~~~ q
RECEIVED OF ,., ~ l A P5 CZ I 6 I I f'-) c . ' 19
FOR \Jc J G1 ,J;;;f Nt t:, r
Paid by .Lcheck I ~ Cash ---: ~ Q THANK YOU
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SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
!\pplication is hereby made for the following development specific waterway alterations:
ACKNOWLEDGMENTS:
( .
I. San n Trinh , Presi dent , design engineer/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 College Station City Code.
~/
Property Owner(l ) Contractor
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 Ha7.ard 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 of
floodways and of floodway fringes .
Engineer Date
D. 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.
Engineer 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 existing drainage facilities .
~ 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.
SITE PLAN APPLICATION
SITEAPP.DOC 03/2.5199
3 of3
DEVELOPMENT SERVICES
TRANSMITTAL LETTER
Name/Firm : Kling Engineering & Surveying
Address : 4103 Texas Ave . Suite 212
Brya n , TX 77 8 02
Date: CJZ /1 g/ oD
Phone: ( 409 )846-6212
Fax: (409)846-8252
We are transmitting the following for Development Services to review and comment : (Check all that apply.):
0 Master Development Plan w/ 0 Redlines
D Preliminary Plat w/ 0 Redlines
D Final Plat w/ 0 Redlines
D FEMA CLOMA/CLOMRILOMNLOMR w/ 0 Redlines
0 Site Plan w/ 0 Redlines
0 Grading Plan w/ 0 Redlines
0 Landscape Plan w/ 0 Redlines
0 Irrigation Plan w/ 0 Redlines
0 Building Construction Documents w/ 0 Redlines .
INFRASTRUCTURE AND ENGINEERING DOCUMENTS
.\II infrastructure documents must be submitted as a complete set.
The following are included in the complete set:
D Waterline Construction Documents w/ 0 Redlines
D Sewerline Construction Documents w/O Redlines
0 Drainage Construction Doc~ments w/ 0 Redlines
0 Street Construction Documents w/ 0 Redlines
D Easement application with metes & bounds decsription
f1'1.. Drainage Letter or Report w/ 0 Redlines
D Fire Flow Analysis w/ 0 Redlines
Special Instructions :
p~ I Ak;.L!J)tr"'
TRANSMITI AL LE1TER
TRANSMIT.DOC 03123/99
ms
0 Development Permit App .
0 Conditional Use Permit
0 Rezoning Application -.,
0 Variance Request
0 Other -Please specify
0 TxDOT Driveway Permit
0 TxDOT Utility Permit
0 Other -Please specify
l ofl
/( II' / t I
Project Name: :iv~ P C?v d 1 v ·
=~=;2fe
Public Water Infrastructure
General
,(}fl O Overall utility layout sheet -showing easements (platted or by separate instrument)
O If separate instrument casements arc needed -do not approve until we get them recorded
;f TXOOT permits needed?
/tt-fett..1'1 0 Scaled and Signed
fgNre,./) ,.0' Engineers Estimates
l).c.l')
Linet ..07'Pipc material
zf Pipe sizes (allowable .... 6 ,8,12,16,18 -note no 10" approved)
·;{ Depth (4'+)(min,max)
,.et' Separation distanc.es (TNRCC)
Jif All utilities in plan & profile w/sizes and type
i{ Private vs. Public line disti.oction A Wya. not past property line (so meter can be within ROW/easement) Ji Max # of connections for size waterline (l'NRCC)
.0" Pipe deflection (noted as¥., degrees. radius -with begin/end curve, not atjt)
0 Grades -existing and proposed (centerline, right and left) shown in profile
0 Full TNRCC compliance
Ef' Con1licts with other utilitia. shown
J;( Labels on all major items in plan & profile (crossings)
~ Siu./Location sufficient for overall City needs/masterplan
.(I . Minimi:u: dead<nd lines ~ Lines located in PUPJROW lJ Stationing on all fittinp and taps
rvalve spacing (SOO')
:.e( vilvcs -')'stem isolation
if Valves -at hydrant
NA ~ Backflow preventer&/ and check valves uses as necessary (@irrigation/fire sprinklcr/pools/hu.ards)
,.1::1 Blowoffs (FH ok too) @ end of dead end lines
tJp. 0 Air release valves at all major high points
Fire Hydrants Z Fire hydrant spacing (Coverage) ~~{..ff Fire hydrant location (relative to curb)
Z Fire hydrant-detail/type specified
0 Fire flow calculatiom provided
Seryice Lines
~ D Scrvioc lines -materials and siz.c specified from main to meter ~ 0 Sc"1ces provided to all lots to a point beyond sidewalks on both sides of street
o :\dcw_~doc JfJ.!11?9 l olll
Project Name: ~(/ft//~?.
Review Date:._/_{){)--' //~77_ /CJf7 ____ _
Public Water Infrastructure( cont.)
J!s1!ill
,,cf Standard Details noted or included (referenced as city of CS Standard Details)
z' Details for all non-standard items (included/ok) (not on CS Std. detail sheet) £ All MI valves and fittings n Thrust blocking
J?f Easement width adequate
,.0' Embcdmcnt details (specify option)
~ Trcoch safety if deeper than s•
.CJ Erosion control notes
The following items arc variances to the College Station public waterline standards:
2al12
Project Name: ~/(6"~t&.
Review Date:___,_/..;..tJ ....... /.....:7'--'/.___99......_ __ _
Reviewer:. ___________ _
Public Wastewater Infrastructure
~ncral
/JP O Overall utility layout sheet -showing easements (platted or by separate instrument)
O If separate instrument easements are needed -do not approve until we get them recorded
..Z TXDOT permits needed?
1kM 0 Sealed and Signed ~reV ft Enginccrs Estimates
Lines
,27Pipc material
~ Pipe sizes (allowable .... 6,8,10,12,IS,18)
~ Depth (min cover)
0 Depth (~ve)
_g/ ~paration distances (TNRCC)
J2( All utilitics in plan & profile w/sizes and type
% fivatc vs. Public line distinction
!?!' Wyes not past property line
~Grades -existing and proposed (centerline, right and left) shown in profile
~Flowlines (specified/labeled)
):'.I / Full TNRCC compliance ~Conflicts with other utilities shown (min. l 'clear I except water -see TNRCC)
Ji!"'. Labels on all major items in plan & profile (crossings)
~ Siz.e/Location sufficient for overall City needs/masterplan
~Lines located in PUF.IROW .£1 Stationing on all manholes and services
Manbolq
if LiDes end in MH
~ Manhole spacing (max SOO') n Manhole diaQM"Acr based on depth and line size (4'vs.s' diam.)
,v1-D _,Manhole covers • "watertight" cover if in floodplain
.9"" _.,..Manholes ~ible from public ROW/easement
~Manholes at change of alignment, grade or size
,,fl Drops through manhole (TNRCC)
Service Ling
0 Service lines -materials and si7.c specified from main to end
0 Services provided to all lots to a point beyond sidewalks on both sides
0 Services ~ 6" enter at manholes
3 aCll
~11 P 1/ ~iiv1 .
Review Date:._/ ~_.../_7 ....... 1)_~....;.._---
Project Name:
Public Wastewater lnfrastructure(cont.)
Details
}(:°Standard Details noted or included (referenced as city of CS Standard Details)
~Details for all non-standard items (include/ok) (not on CS Std. detail sheet)
~ F.asemeot width adequate
~ Embedrncot details (specify option)
.tJ Trench safety if deeper than s·
~ Erosion control notes
The following items are variances to the College Station public wastewater standards:
'4af12
2
3
4
5
6
7
255 LF Fumish and lnstaU 12" PVC Waterline (AWWA C-900, DR 14, Pressure
Class 200) at -5'-6 Bury complete and in place
for ......................•.....••••...••.•.......................................•....•....... Dollars
and ··············································································::..:.···:.::··::..:.···:.::··.:...;· C::::ents=:..:oerr::..::lin:..::ea=..H:.:::oot=:... ---+---:i;;::;S38:;,:.00"-1---.a ~o~i:;on.:.·m~
5 EA Fumish and Install restraining joint glands for PVC M .• I. waterline (from ata 0+00 to 0+17.9)
complete and In place
for ...•.......•............................................................................... Dollars
and ....•..........................................••..•..................................... Cents oer lineal foot .
EA Fumish and Install 12" Tapping Sleeve and Resiliant Valve for WfA Connection
complete and in place
for ... . . . .•• . .•..•........ ... . . •. . . ............... .•.•.•. .. . . . . . . . . . .• . . . .. . . . .. . . . . . . .... .... Dollars
and ................................................................................•........ Cents each.
EA Fumish and Install 12" M.J. 11-1/4 degree Bend to include all necessary thrust blocking
complete and in place
for ..••.••.•...••......................••...................................•.•..••.••••••.•.• Dollars
and .................................................•.•..................................... Cents each .
EA Fumish and Install 12" M.J. 22-112 degree Bend to Include all necessary thrust blocking
complete and in place
for . . . . . ••• .. . . .. .. . . . . . . . . . . . . . . . . .•• .• . . . . . . . •.••..... .. ..... .. .• . . .. . .. . . . . . . . . . . . . . ... . . . . Dollars
and .......•.........•....................................................................... Cents oer lineal foot .
EA Fum ish and Install 12" M.J. Plug to include all necessary thrust blocking
complete and in place
for ........ .• .•• . . . . .. . . . .. ......... .. . . . •.• . . . . . . . ... . . . .. .. .. . .. . .. .. . . . . . . . . ... ..... •.. .. . . Dollars
and ......................................................................................... Cents oer lineal foot .
EA Fumish and Install 4" Blowoff Valve with vault complete and in place
for . ..• . . . ... . . . . . . . ...• ....... .. . . . . .. ... . . . . . . . ... . . . . . .. . . . . . . . •. .•. .. . . . . . . . . . . . . . . . .. . . . . Dollars
and ......................................................................................... Cents oer lineal foot .
WATERLINE -SUB-TOTAL 1:
(Items 1-7)
S900 .00 •A l;/V\ M
~"' 500.00 ~"' 500 .00
S1MnM
$1.100 .00 S1 1nn.<Vl
S625 .00 $625 .00
$450.00
$20.865.00
8 85 LF Furnish and Install 8" PVC (SOR 26, ASTM 2211, Class 160) Sanitary Sewer
Une (to include embedment) -Extra Depth-8'-1 a Bury complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents cer lineal foot .
9 35 LF Furnish and Install 8" PVC (SOR 26, ASTM 2211, Class 160) Sanitary Sewer
Une (to include embedment) -Extra Depth-6'-8' Bury complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents cer lineal foot .
10 83 LF Furnish and Install 8" PVC (SOR 26, ASTM 2211, Class 160) Sanitary Sewer
Une (to include embedment) -Standard Depth-4'-6' Bury complete and in place
for ........................................................................................... Dollars
and ......................................................................................... Cents cer lineal foot.
11 EA Furnish and Install Standard City of College Station Sanitary Sewer Manhole -Standard
Depth-4'-6' complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents each .
12 EA Furnish and Install Standard City of College Station Sanitary Sewer Manhole -Extra Depth-
1 '1-1 Z Into existing Sanitary Sewer line complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents each.
13 58 LF Bore under SH 30 using 16" steel easing coated inside and out w/ tar based mastic
complete and In place
for ........................................................................................... Dollars
and ......................................................................................... Cents cer lump sum.
14 LS Provide Necessary By-Pass Pumping of Active Sanitary Sewer Unes
thoughout the duration of the project complete and in place
for ........................................................................................... Dollars
and ......................................................................................... Cents cer lump sum.
SANITARY SEWER LINE -SUB-TOTAL 2:
(Items 8-14)
S75.00 tR"\75.M
SSS .DO S1 O?C: m
S35 .00 «?905.00
S2 500.00 S?500.00
S3000.00 ~~000 .00
$120.00 iA96Q.M
$2000.00 $2000.00
$25.665.00
15
16
17
18
19
LS Provide Constf\Jctlon Staking to include Layout , Cut/Fill and all other forms of
surveying services necessary to complete the Work. Layout and Cut/Fill staking
and calculation must be conducted under the authority of and certified by a
Registered Professional Surveyor or Engineer complete
for .................................•......................................................... Dollars
and ......................................................................................... Cents oer lumD sum.
LS Provide Payment and Performance Bond for the total price of the Project
for . . . ... . ... . . . ... . . . . . ........ ...... .......... ...... .. . . . ... . .. . .. . ... . . . . . . ...... .......... Dollars
and ......................................................................................... Cents cer lump sum.
LS Provide Contractor red-lined As-Built Drawings within 7 days of project
completion and closeout complete
for . ... . . . . . . . . .. . . . ................ .... ... . . . ...... .. ...... ... .. . .. . .. . . . . . . . . ..... .......... Dollars
and ......................................................................................... Cents cer lump sum .
LS Furnish and Install au necessary Barricades, Signs and Traffic Control Devices
complete and in place
for . ... . .. ... ....... ....... ... . . .. ..... .. ... .. ..... ... . . .. . . . . . . . . . . . . . . . . . ....... ........ ... . Dollars
and ......................................................................................... Cents cer lump sum.
LS Furnish and Install all necessary Erosion and Sediment Control Measures
(Silt Fencing, hay bales, etc ... ) complete and in place
for . ... . . .. . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . .. . .... .. .. . . . . . ............. ........ .. . . . . . Dollars
and ......................................................................................... Cents oer lumD sum .
20 458 LF Furnish and Install all necessary Trench Safety
complete and in place
for . ....... ... . . . . . . . . ...... ... . . .. . ... . . . . .......... .............. .. . . . . . . . ....... ....... .... Dollars
and ......................................................................................... Cents cer lineal foot .
21 8150 SF Seed all disturbed areas and Provide watering -Contractor to guarantee
22
coverage and establishment of grass for a period of 6 mos. (Coverage defined as
95% of the planted area with uniform coverage of grass >1" tall, with no bare
spots) complete and in place
for . . . . ................. ... . . . .. .. . . . .. . . . .. . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . ...... ... . . . Dollars
and ....................................................................................... Cents oer souare foot .
LS Clearing and Grubbing:
complete
for . . . . . .... .. . . . . . . . . . . . .. . . . . . .. . . ... . .................. .. . . .. . . . . . . . . . . . . . . . ... . . . .. . . . . ... Dollars
and ......................................................................................... Cents cer lump sum.
INCIDENTALS -SUB-TOTAL 3:
(Items 15-22)
$1 mnm
~"i500 .00 ~"i500 .00
S300 .00 S300.00
SS00.00 SS00.00
S1 000 oo S1 non.nn
$1 .00 $458.00
S0.06 S489.00
SS00.00 S500.00
$10,047.00
BASE BID TOTAL COST BASE BID (Add Subtotals 1-3):
TOTAL WORKING DAYS:
Cost of Materials: $
Cost of Labor: $
Cost of Overhead
and Profit: $
SUM to equal
BASE BID: $
$56,577.00
30 DAYS