HomeMy WebLinkAbout31 Development Permit 99-321 Campus Part Phase 2 1121 Welsh AveCAMPUS-PARK SUBDIVISION
PHASE TWO
PROBABLE COST ESTIMATE
PA YING & SITE IMPROVEMENTS *
1 Excavation (6" depth) CY 914 $2.50
2 2" H.M.A.C. SY 1455 $6.00
3 6" Flexible Base SY 1750 $9.00
4 Lime Treatment (6" depth) SY 1750 $1.50
5 Reinforced Concrete Curb & Gutter LF 766 $8.00
6 4" Reinforced Concrete Sidewalk SF 1062 $3.00
7 Reinf. Concrete Handicap Ramp EA 5 $750.00
8 Sawcut, tie and repair at street EA 1 $750.00
ESTIMATED PAVING IMPROVEMENTS
*Does not include paving for individual units
DRAINAGE IMPROVEMENTS
'N"'~ ·' .. ·· · ., .. ·· ·. ·· · · :ft;Ee;""Rl 6 Y 1'-"N>. :: :'\(/ . • ' • J':t\1 .. N· ... •JT.0.• ... •.0.:.0.•.• .. '.•.:.:·_:.•.:.:_:.•.•.• V:"I . ~. ~~ J::::::f.::tw.: . ·:·:·:·:·:·:·:·:·:·:·:·:·: :::;:;:;:;:;:;:;:;:: ·. ·.·.·.·.·.·.·.-.=~--.· ::J::
9 Silt Fencing (Erosion Control)
WATER IMPROVEMENTS
10 6" P.V.C. SOR 3034 Water Line
11 Std. Fire Hydrant Assembly
12 6" M.J. Gate Valve & Box
13 6" M.J. Bend (11.25 degree)
14 6" M.J. Bend (22.5 degree)
15 6" M.J. Bend (90 degree)
16 Cement Stabilized Embedment
SEWER IMPROVEMENTS
17 4" Service Taps To Existing 6"
18 6" PVC Sewer Pipe (6'-8' depth)
19 Cement Stabilized Embedment
20 Tie to Existing Manhole
21 4" Service Taps
22 Standard Cleanout
c: \CostPhase2.xls
LF 330 $1.25
ESTIMATED DRAINAGE IMPROVEMENTS
LF 810 $20.00
EA 1 $2,000.00
EA 9 $800.00
EA 1 $250.00
EA 2 $250.00
EA 1 $250.00
LF 500 $10.00
ESTIMATED WATER IMPROVEMENTS
EA 12 $300.00
LF 95 $35.00
LF 600 $10.00
EA 1 $500.00
LF 460 $28.00
EA 1 $200.00
ESTfMATED SEWER IMPROVEMENTS
1of2
$2,285.00
$8,730.00
$15,750.00
$2,625.00
$6,128.00
$3,186.00
$3,750.00
$750.00
$43,204.00
$412.50
$412.50
$16,200.00
$2,000.00
$7,200.00
$250.00
$500.00
$250.00
$5,000.00
$31,400.00
$3,600.00
$3,325.00
$6,000.00
$500.00
$12,880.00
$200.00
$26,505.00
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ESTIMATED PROJECT COST
Contigency (153)
TOTAL PROJECT COST
NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST
$101,521.50
$15,228.23
$116,749.73
Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made
on the basis of our experience & qualifications and represent our best judgment as an experienced
and qualified professional engineering firm generally familiar with the construction industry and
applicable development regulations. However, since UOG has not obtained approval from the
appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment or
services furnished by others, or over the Contractor's methods of determining prices, or over
competitive bidding or market conditions, UDG cannot and does not guarantee that proposals,
bids or actual construction cost will not vary from opinions of probable construction cost prepared
by UOG.
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c:\CostPhase2.xls 2 of 2
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DEVELOPMENT PERMIT
PERMIT NO. 99-500321
Campus Park Phase 2
FOR AREAS OUTSID E THE SPECIAL FLOOD HAZARD AREA
RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Holleman & Welsh
DATE OF ISSUE: 1/19/2000
OWNER:
Blake Cathey
6345 Smith Road
Bellville , Texas 77418
409-218-1200
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
F ull Permi t
No n e
SITE ADDRESS:
1111 Welsh
DRAINAGE BASIN:
Bee Creek Trib B
VALID FOR 12 MONTHS
CONTRACTOR:
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 fo r temporary erosion
control. The Owner and/or Contractor shall also in sure that any disturbed vegetation be returned to its origina l
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 existin g
drainage facilities .
I hereby grant this permit for development of an area O UTSID E 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 City of
College Station that apply.
1-r1-zorr
Date
I -2-Z.. -UdO
Date
Contractor Date
FOR OFFICE ugo y
CAS E NO .: ~
DATE SUBMITTED : 1,J l<o'J'1 "1
FINAL PLAT APPLICATION
(check one) ./ Final --__ Replat __ Vacating Minor __ Amending
The following items must be submitted by an established filing deadline date for P & Z Commissions consideration.
MINIMUM SUBMITTAL REQUIREMENI'S
_./_Filing Fee of$200.00
_./_Development Permit Application Fee of$100.00 (if applicable) (submitted previously)
_./_Infrastructure Inspection Fee of$300.00 (if any public infrastructure is being constructed.)
_ ./ _ Application completed in full .
_./_Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.)
_./_One (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable).
_ ./ _ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not.
_./_Two (2) copies of public infrastructure plans associated with this plat (if applicable).
APPLICATION DATA
NAME OF SUBDIVISION Campus Park Subdivision Phase 2
SPECIFIED LOCATION OF PROPOSED SUBDIVISION near southeast corner of Holleman and Welsh
ADDRESS not ava ilable
LEGAL DESCRIPTION 4 .102 acres of the Holleman Addition Volume 778 Page 173
APPLICANT/PROJECT MANAGER'S INFORMATI ON (Primary Contact for the Project):
Name Blake Cathey
Street Address 6345 Smith Road City College Station
State T exas Zip Code 77418 E-Mail Address bcathey@flash.net
Phone Number ( 409) 870-5031 Fax Number NI A
PROPERTY OWNER'S INFORMATION:
Name same as above
Street Address __________________ City ___________ _
Stat e Zip Code ______ E-Mail Address------------
Phone Number Fax Number --------------
ARCHITECT OR ENGINEER'S INFORMATION:
N am e Urban Design Group
Street Address 909 Southwest Parkway East, Suite E City College Station
State Texas
Phone Number
FIN AL PLAT APPLI CATI ON
FNLPAPP .DOC 3125 /99
Zip Code
(409) 696-9653
77840
Fax Number
E-Mail Address udgcs@ txcyber .com
(409) 6 96-9752
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SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby ma~ for the fol~wing development specific site/waterway alte~ons :
CrJm:fµ!4 ~;JtM/c t-JA_. J--1111 N.!M ~
I, ft /If, , design engineer/owner, hereby acknowledge or affirm that:
ACKN~~N~: ~
The i'nnation and conclusions contamed 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(s) Contractor
CERTIFICATIONS: (for proposed alterations within designated flood haz.ard 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 of
floodways and of tloodway 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 .
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.
FINAL PLAT APPLICATION 3 of3
Public Water Infrastructure
~utility layout sheet -showing casements (plaUcd or by separate instrument)
O If separate instrument casements arc nccdcd -do not approve until we get them recorded
0 TXDOT-pcrmits nccdcd? ft Scaled and Signed
~ 0 0 Eogi~ Esrjmatcs
Lines
Mpe material 7 Pipe sizes (allowabJc. ••• 6,8,12,16,18 -note DO 10" approved)
· 0 Depth (4'+)(min.max) ·
0 Separation distaru:cs (TNRCC) Y All utilities in plan cl profile w/siv;s and type
a Privale VI. Public line distinction
0 Wycs not past property line (so meter can be within ROW/casement)
a Max # of connections for me waterline (TNRCC)
0 Pipe ddlcction (noted as Y .. degrees. radius -with begin/end curve, not atjl) ~Grades -existing and proposed (centerline. right and left) shown in profile
0 Full TNRCC compliance
fi: Conflicts with other utilities shown ~ Labels on all major items in plan & profile (crossings)
0 Siu/Location sufficient for overall City nccds/mastcrplan
~ ~:m=~=W µ~ ~ }Jf2," Stationing on all~ and taps
l!~vc spacing csoo') J.Jv a Val~ -system isolation
0 Valves -at hydrant
0 Bacldlow prcvcntcrs/ and chock valves uses as ocoessary (@irrigation/fire sprinldcr/poolslha:zards)
0 Blowoffs (FH ok too) @ end of dead cod lines
a Air rdcasc valves at all major high points
FiceHydrants -( /l\Pf ~e,.c,f,e_.,,J
O Fuc hydnnt spacing (Ccwcrage) 'f ~ -I
F°U'C hydnnt localion (rclativc to curb)
U'C hydant-ddail/typc specified
a F°U'C flow calculations provided
Service Lines
a Service lines -materials and me specified from main to meter
0 Services provided to all lots to a point beyond sidewalks on both sides of &trcct
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Project Name: _________ _
Review Date: __________ _
Reviewer: ___________ _
Public Water Infrastructure< cont.)
Detan1
0 Standard Details noted or included (rcfcrcoccd as city of CS Standard Details)
0 Details for all non-standard items (includcd/ok) (not on CS Std. detail sbcct)
a All MI valves and fittings
a Thrust blocking
0 EucDl('»t width adequate
0 Embc:chnc:nt details (specify option)
O Trench safety if dccpel' than 5'
D Erosion control notes
The following items arc variaDccs to the College Station public waterline standards:
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Project Name:. _________ _
Review Date: __________ _
Reviewer:. ___________ _
Public Wastewater Infrastructure
General
)i' Overall utility layout 5bc:ct -showing casements (platted or by separate instrument)
O If separate instrument casements ~ needed -do not approve until we get them recorded
0 TXDOT permits~?
;f Scaled and Signed J 0 0 Enginccrs Estimates
Lines R Pipe material p Pipe sizes (allowablc. .•. 6,8,10.12.lS.18}
0 Depth (min COYCC)
D Depth ( c:xccssivc)
0 Separation distances (TNRCC) __ii/ All utilities in plan &:. profile w/ma and type
D Private vs. Public line distinction
0 Wycs not past property line
fi' Grades-existing and proJ>C*d (centerline, right and left} shown in profile
0 Flowlines (spccificd/labelcd)
0 Full TNRCC complianoc
0 Conflicts with other utilities shown (min. I 'clear I except water-sec TNRCC)
0 Labels on all major items in plan & profile (crossings)
0 Size/Location sufficient for overall City necds/mastcrplan
0 Lines located in PUFJROW
,ff Stationing on all manholes and &CIViccs
Manbolq
0 Lines cod in MH
0 Manhole spacing (max SOO')
0 Manhole diameter based on depth and line size (4 •vss diam.)
D M.anholc covers -"'watertight" cover if in floodplain
0 Manholes acceWblc from public ROW/casement
0 Manholes at change of alignment. grade or size
0 Drops through manhole (TNRCC)
ScmccLincs
D Service lines -materials and sizc specified from main to cod
D Services provided to all lots to a point beyond sidewalks on both sides
0 Services~ 6" enter at manholes
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Project Name: _________ _
Review Date:. __________ _
Reviewer: ___________ ~
Public Wastewater Infrastructure< cont.)
~
0 Standard Details noted or included (rcf'crcnccd as city of CS Standard Details)
0 Details for all non-standard it.ems (mclude/ok) (not on CS Std. detail sheet)
0 F.ascmcot width adequate
0 Embcd1J1C11t details (specify Option)
0 Trench safety if dccpcr than S'
D Erosion control notes
The following items arc variances to the College Station public wastewater standards:
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Project Name: _________ _
Review Date:. _________ _
Reviewer: __________ ~
Public/Private Streets
~ ft/ Overall plan layout of streets ft Plan and profile for all streets
O If scparmc iDsUumcDt casements an: nccdcd -do not approve until we get them rcc:ordcd
D TXDOT permits nccdcd? ft Scaled and Sig:ncci · /Jo D Enginccrs Estimates
Street Paving Plan
jf Sidewalk locations per subdivision regs.
D Curb inlets shown
D Culverts location
D Storm Sewer location
D ~:!=p~t f~~eJe-d . ~ Rightofway/cascmentwidth J.}p-f l~k/e-1 ~'-_} < 1 _ ~"Radius sizes for (curb returns, mCdian noses. turn lanes, etc) ~T ~
D Cwb and Gutter delineated
D Street Names
~ Plan and Profile -stationed • / / J
~ Benchmarks rcfcrcnccd #oi '-5~
O Ccntcrlinc stationing info. (PC, PI, PT, othct angl~ pf) / /J fl / I C
D Curvcinfo(lcngth.tangcot.radius.anglc) #.o 1rl-io tHt <9&~ -J:.9T' 0v '(fe__,-~
0 Min. and Max. grades
0 Radii
'~ ~~~ D Location
D X-slopc
D X«Ction (bcddin& thi~ stccl) -sec details 'ji Handicap ramps (location, x-slopc, long slope, landing width, sideslopcs, no Cwb returns on ramps)
Paving Profile
D All proposed and existing utility conflicts shown with size and 1lowlinc
D Profile of existing ground (ccntcrliDc. right and left)
0 Location of propo&cd storm SCWCl'I with size and grade
O Top of curb profile with grades
0 Proposed paving profile
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Public/Private Streets(cont.)
Details
0 Sidewalk x«Ction
a Tic bctwccn sidewalk and back of aub ( if applicable)
0 Paving x-scction w/crown dimensioned
0 Handicap ramps
0 Cwb and gutta
Project Name:, _________ _
Review Date: _________ _
Reviewer: ___________ ~
The following items arc variances to the College Station 5lrCCt standards:
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