HomeMy WebLinkAboutFolderFOR OFFICE USE ONLY
Case No .. _________ _
Date Submitted
C ITY OF C OLLEGE STATION
Planning & Development Services
DEVELOPMENT PERMIT
[ID $200 development permit fee. ~ MINIMUM SUBMITTAL REQUIREMENTS
~ $600.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public
waterline, sewerline, sidewalk, street or drainage facilities is involved.)
0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each
0 Notice of Intent (N.0.1.) if disturbed area is greater than 5 acres
Date of *Required Preapplication Conference: ___________________ _
*(Required for areas of special flood hazard)
LEGAL DESCRIPTION ---=L~o~ts'--1-'----4~, B_l-'-o~ck_22~a~nd~L~ot~s~8'----1 O~·~B-'-lo~c'--k'--4_8'--o"'"-y""""e~tt'--S~u=b~d'--iv~is~io~n~------
APPLICANT'S INFORMATION (Primary Contact for the Project):
Name ______ D=-=al=e~S~·~O~'-'--R=e=ill~y _____ _ E-Mail -----=d=a=le"""'@=a.;_:;;rb;..;:o;..;.;l.=co.;:;.;m"'-'------
Street Address 10777 Westheimer #1125 ------------------'""""-'--'-'---'-'-~~~-'---"--'--'-'==---------~
City _____ H~o-'-u~st~o_n _____ State Texas Zip Code 77042
Phone Number 713-782-7799 ext? Fax Number 713-782-2626
PROPERTY OWNER'S INFORMATION:
Name _____ --=C~h~e~r~rv~S~t~re~e~t~L~P _____ _ E-Mail -----=d=a=le"""'@=a.;_:;;rb;..;:o;..;.;l.=co.;:;.;m"'-'------
Street Address 10777 Westheimer #1125 ------------------'""""-'--'-'---'-'-~~~-'--'-'--'--'-'==---------~
City _____ H~o-'-u~st~o_n _____ State Texas Zip Code 77042
Phone Number 713-782-7799 ext? Fax Number 713-782-2626
ARCHITECT OR ENGINEER'S INFORMATION:
Name ______ ...:..H=il-'--1 &=-'-F"'""'ra""'"n"""'k'---------E-Mail GARY1@HFl-ARCHITECTS.COM
Street Address 1800 St. James Place #205 ------------------'-"-"-~~~~"-'"-~~'-="~------~
City _____ H_o_u_st_o_n _____ State ___ T_e_x_a_s ___ Zip Code _____ 7_70_5_6 ___ _
Phone Number ----~7'--1:....;:3'---8;:;...7""""7_-...:..12=-7'-4..:.___ __ _ Fax Number -------------
Application is hereby made for the following development specific site/waterway alterations:
Clearing and Grading
ACKNOWLEDGMENTS:
I, Dale S. O'Reilly, design engineer/owner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the
rent requireme t the City of College Station, Texas City Code, Chapter 13 and its associated Drainage
Poli an D~' ta ards .
Property Owner(s)
6/13/03 1 of2
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
Contractor
CERTIFICATIONS:
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 floodways 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.
6/13/03 2 of 2
CITY OF COLLEGE STATION
Planning & Development Services
SITE LEGAL DESCRIPTION:
Boyett, Lot 9-12, Blk 4
DATE OF ISSUE: 2-1-07
OWNER:
Cherry Street, LP (Dale O'Reilly)
10777 Westheimer #1125
Houston, Texas 77042
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
DEVELOPMENT PERMIT
PERMIT NO. 06-68
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE ADDRESS:
409 Tauber
DRAINAGE BASIN:
Burton Creek
VALID FOR 12 MONTHS
CONTRACTOR:
Full Development Permit
All construction must be in compliance with the approved construction plans
All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section
7 .5.E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance, prior to any operations of
this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and
required to remain is strictly prohibited. The disposal of any waste material such as, but not limited to, paint, oil , solvents,
asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also
prohibited .
Comply will all associated TPDES requirements.
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. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the
contractors responsibility to implement measures that will meet City, State and Federal requirements. 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.
In accordance with Chapter 13 of the Code of Ord inances 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 City of College Station that apply.
-z.-r -7
Date ~;,,47
Owner/ Agent/Contractor Date
CITY OF COLLEGE STATION
PLtnning C-Dewlopmmt Snvicn
SITE LEGAL DESCRIPTION:
DEVELOPMENT PERMIT
PERMIT NO. 06-68b
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE ADDRESS:
Boyett, Lots 9-10, Blk 4; Lots 1-4, Blk 22 409 Tauber
DRAINAGE BASIN:
DATE OF ISSUE: 2-11-07
OWNER:
Cherry Street, LP (Dale O'Reilly}
10777 Westheimer #1125
Houston, Texas 77042
Burton Creek
VALID FOR 12 MONTHS
CONTRACTOR:
TYPE OF DEVELOPMENT: Clearing and Grading Permit
SPECIAL CONDITIONS:
All construction must be in compliance with the approved construction plans
All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section
7.5.E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance, prior to any operations of
this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and
required to remain is strictly prohibited. The disposal of any waste material such as, but not limited to, paint, oil, solvents,
asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also
prohibited.
Comply will all associated TPDES requirements.
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. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the
contractors responsibility to implement measures that will meet City, State and Federal requirements. 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.
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 City of College Station that apply.
'
Date
~ -{3-0 7
Owner/Agent/Contractor Date
COST ESTIMATE FORT AUBER STREET JOB NO. I I 8200
BID ENGINEER'S ESTIMATE
ITEM BID ITEM DESCRIPTION UN ITS QUANTITY
NO. UNIT PRICE AMOUNT BID
SECTION J -SITE PREP AND EARTHWORK
I REMOVE EXISTING FENCES, TO BE SALVAGED AND REPLACED LS I $ 2,000.00 $ 2,000.00
2 REMOVE EXISTING 6" SANITARY SEWER LF 15I $ 5.00 $ 755.00
3 REMOVE EXISTING ASPHALT PAVEMENT INCLUDING BASE (ALL DEPTHS) AND DISPOSE SY 270 $ 10.00 $ 2 700.00
4 REMOVE EXISTING CONCRETE PAVEMENT (ALL DEPTHS) AND DISPOSE SY 80 $ I0.00 $ 800.00
5 CLEARING AND GRUBBING LS l $ 2,000.00 $ 2,000.00
6 PROJECT SIGN, FURNISHED AND INSTALLED EA 2 $ 500.00 $ 1,000.00
SUBTOTAL FOR SITE PREP AND EARTHWORK $ 7,255.00
SECTION II -PA VJNG
7 REPLACE EXISTING ASPHALT PAVEMENT SY 270 $ 40.00 $ 10,800.00
8 REPLACE EXISTING CONCRETE PAVEMENT SY 80 $ 40.00 $ 3,200.00
SUBTOTAL FOR PA YING $ 14,000.00
SECTION Ill -SANITARY SEWER
9 6" SANITARY SEWER, ALL DEPTHS, OPEN CUT, COMPLETE IN PLACE LF 895 $ 50.00 $ 44,750.00
JO 4' STANDARD MANHOLE EA 6 $ 1,800.00 $ I0,800.00
I I INST ALL AND MAINTAIN TRENCH SAFETY SYSTEM (5' TO IO'), COMPLETE IN PLACE LF 81 I $ 2.00 $ 1,622.00
12 SANlTARY SERVICE LINE RECONNECTION EA 9 $ 500.00 $ 4,500.00
13 6" PVC BURIED ELECTRICAL CONDUlT, COMPLETE IN PLACE LF 104 $ 20.00 $ 2,080.00
SUBTOTAL FOR SANITARY SEWER $ 63,752.00
SECTION IV -TRAFFIC CONTROL
14 TRAFFIC CONTROL LS I $ 4,000.00 $ 4,000.00
SUBTOTAL FOR TRAFFIC CONTROL $ 4,000.00
SECTION V -EXTRA WORK ITEMS *
15 UNIFORMED POLICE OFFICERS, AS DIRECTED BY THE ENGINEER HR 20 $ 25.00 $ 500.00
SUBTOTAL FOR EXTRA WORK ITEMS $ 500.00
TOTAL AMO UNT BID (ITEMS I THROUGH 15) $ 89,507.00
F:\11 8200\30\Final Cost Estimate.xis Page I of I 12/2 1/2006
. I
I
cosr~TEFOR TAUBERS!'.REET JOBN0-113200
. f
~·."; . . '
JUD -ENG.1.'c"E.ER'S ESTIMATE ·-ITEM BID 1'.Inl DESCRIPTION .. UNITS Ql!.4.l\'":f.ITY . --
NO. -U~"IT PRICE AMOUXI"ll!D
SECTION 1-SITE PREP AND EJillTHWORK
l REMOVE .EXISTING FENCES TO BE SALVAGED AND REPLACED LS 0 s 2 OOCl.00 s -
2 RE..'40VEEXISTING 6" SANITARY SEWER LF 5{) $ S.00 s rni.oo
3 REMOV EEXISTING ASPHALT PA VE'.'1-IENT INCLUDTh"G BASE <AL!.. DEPTHS) AND DISPOSE SY J.f 6 s rn.c-o s 3,4€-0.G-O
4 REMOVE EXISTING CONCRETEPAVEME ... 1'c"T (ALL DEPTHS} AND D1SPOSE SY 0 s 10.00 s -
5 CLEARiNG AND GRUBBING LS 1 s 2.000.00 s 2,00(}.C-O
6 !PROJECT SIGN FURNISHED AND 'INSTALLED EA 2 s SC0.00 s 1-00(},CO
SUBTOTAL FOR SITE PREP AND EARTHWORK i <l,710.00
SECT!ONII-PAYL~G
7 REPLACE EXISTING ASPHALT PA YEIYmNT SY 346 $ ~0.00 s I3,840.0G
g REPLACE EXISTING CONCRETB PAVEMENT SY 0 $ 40.00 s -
SUBTOTAL FOR PAVL'-;G s 13,&W.QO
SECTION III-SANITARY SEWER
9 I)• SANITARY SEW.ER. ALL DEPTHS. OPEN CUT COMPLETE IN PLACE U' 498 .s 50.00 s 24,900.-00
10 4' STANDARD MANHOLE EA 4 s 1800.00 s 7,200.00
ll INSTALL AND MAThTAD! 'fRL\;CH SAFETY SYSTEM (S' TO lO'}. COMPLETEINPLACI! LF 498 s 2.{)0 s 996.0{}
12 SANITARY SERVICE LINE RECONNECTION EA I s 500.{)0 s 501}.(}()
13 4" .PVC BURIED ELECTRICAL CONDUIT. COl\.ll'LETE D; :PLACE LF 20S s 15.00 s 3,120.0C>
13A 2" .PVC:BURIBD ELECTRICAL CONDUIT COMPLETE IN PLACE LF 208 s 1!.0() s 1.664.00
SUBTOTAL FOR SANITARY SEWER s JS,38().~(}
SECTI0:-0 IV -TRAFFIC CO.:'\TROL
14 TRAFFIC CO~lROL LS t s 4.DCC>.00 s 4,C00.00
SUBTOTAL FOR TRAF1'1C CONTROL s 4,600.0!>
SECilON V -E:\TR.o\ WORKIT.El\"IS'"
15 li'N!FORMEO POL!CE 01'.flCERS, AS DIRECTED BYTIIE ENGINEER HR I 20 s 25.oo Is 5C.0.0\J
SllBTOTAL FOR EXTRA WORK lTEM.S: I Is 5g3_1]{'1
'·
TOTAI...AMOUJ'OT DID UTE-:'.JS 1THROUGH1~} . .....-:.,.,, .·.,;~ s ~3.4J1J,VO
l&if;~-~ .. . . '4' ~ ~ ...
~ -"· !L.J.:..;.~ll. v '···-K&~H I
-...·~ .. .... ~ ......... -... ~/\ -.. ai.7n :· ' •· '·:.. :; ~tf4ts~ ~ ~ 1 \J;i)/,. ~ .. ... .•. '. P.t.~lofl · ~~. 1./212 2C{J\30\Fu:al Co.-tEsti..'il'.lti: 1-19-1}7.xh ' I •• ..y. ',,-• ~7,t;ii}li v..J\1-f 1"1 '!P° ·•,
:~~, .. 1:• _;,..,J ·-·""'
F:Ul8
FROM :KLEIN FAX NO. :7138648291 Oct. 20 2006 02:09PM P2
FOR OFFICE U~~ ONL. Y
c ... ...,o. Q(p-/a ~
C•f• SMOmll!z:r:i I J -1-0 (p
/[,<DD Crn OF Cou..EGE STATION l""""irlf er Ll""111pMroJr Sm>im
DEVELOPMENT PERMIT }'.:LO ·
MINl~UM SUBMITTAL REO.UJREMENTS
$200 developl'nent permit feQ,
$600.00 Public lnfrastruch.11"11 Inspection Fee If appliesble. (This fee Js; paysbla If ecnatrur:tlon or a public
waterline, sawgrtine, sidlilW•lk, street or drainage taeilltles is involV&d.)
Drainage and ergsion control plan, With supporting Drainage Report two (2) t"Opiea eac::h
Notice Qf Intent (N.0.1.) if disb.Jrbed area is greater than S acras
APPUCANT'~FORMATIO rimary Contact tor the Project):
Name J.J L-16 0 1 ::-uv) E-Mall ---".c=....L....:.-~~-----~~---'----'----
S t f'9e t ~~ress l 0 ·71 l (J..) f-S ·nJ. ~ IM f-f?. .ti= {I v)
city t+ousccY?t.5 state -:TI2A2-~~----Zip Coda (7 0 4 -Z.
Phone Number 7 I '3 -7 ~ 'l -7 r Cf q k 7 Fa:it Number _""l----'--( __ J_-_7_g_z_-Z_6 _Z_k. __ _
PROPER1Y O'Mi4ER'S INFORMATION: ---.,
Name C&f-£-(l~s Srt?.:~1 1 l f E-M•il _.-0 ...... i 'A1£~.......,...;;;;@_~~~=------=-co_M_>-:.-_
Street Address l 6 711 L..J~, .>~A Wl '(".,./( bf-(( Z...)
City rtoU 5-n'N Stats :il2sff.5 Zip Code ] 76 i/ 2-
Phone Number 7 l 3 -7 8 Z -I 711 ..k 7 F~ Numt:ier _7 ....... ( .... 5_-_7 ..... :3_z_-_?.,~6..;;;..l-_.fu-...· __
ARN~mH~ff:gT1.~R~E~~NGINE&E~R'S~IN~~· ~TJON~: : .... a_!.! Id. E~Mai1j~ b11J.ft.uJ:,ar/-ielicn~ St'"'":"'•:::==r= := ])=:;.;;: ff
City ti~~ stat• /..&--"-X_____ Zip Cade '1-"IDOK
Phone Number '1.t3-gG,q-&laa Fa.I{ Number 118-llQ-G,'102-
ication Is here y made for ~ I . ng developJTI:nt specific site/waterway alte~ons:
.L.....&.l--=;r--L.....:.-~11.&..1~<.m.L..l~~---1flt-'1-C:...icli.L_. n"'~,._,~p=m;....:-,,_,· ;.(1'ieu d l.k.1 SA.I). 5e'4ltc
ACKNOWLEDGMENTS: I,~. design engineer/owner, hereby acknowledge or affirm that
T~e information and conclusions a;intalned In the above plans and supporting clocl..l'nen1s cornply with the
current requirement~ af the City of Coll• Station, Teira:s City Cade, Chapter 13 and i1:~ "asoc:iated Dl'Qlnage
F'ol~d Design Stan
LJ ~--
As • condition of approval of this permit appllc.tlon, I agree to construct the lmproverncnts pr~sed in this
applioatian ac:cordin; tc these docurnents and the requtrarnants of Chapter 13 of th• CC1llege station City Cede
Contractcr
CERTIFIC!TIONS;
A. I,. J:B. C111rtlfy that any nonreslderitlal atruc:ture on or proposed to be on this site as pert cf this
appllc:iition la designated To prevent d•m11ge to the stNcture or its contents as· a result cf flooding frcm
the 100-year storm.
/Q-/3-0to
E eer · Pate
B. I,~· certify' that the finished floor elevation of the lowwst floor, including •n~ base1T1ent, of .iiMY
residential structure, proposed u part cf this •pplic:ation i9 Ill or above t:hei ba11e flood elevsticm
establish~ in the latest Federal Insurance Adrnini.sb'ation Flood HHard Study and maps, as amended.
IO-f3-Q(p
Date
c . I~ certify that the alterations or development covered by this permit &hall not diminish the flood-
carrying capacity " tha ~terway adjoining er Cl'l»Sing this pennitted lit• and that such alteration~ or
d•velopment are cchSistent with requirement.a cf the City of College Statton City Code, Chapter 13
concsmfng encroachments of floodways and of floodways fringes.
/(J -13-QG,
Date
D. I,~ do certtfy tl'lat tile proposed aiteratlona do nat !'Ilise the level of the 100 year flood above
efeVltticn estabfighed in th• latest Federal lmsuranc. Admlniattllticn Flood Hazard Study.
ln er Date
Conditions or oommel"l!s as part of approval:----------------------
In aceordancv with Chapter 13 eA the Code cf Ordinances of the City cf College Station, mea.ures ~hall be
taken to insure that debris frtlm con$lfl.lc:ticn, erosion, and sedlmerrtation shall not be deposited in city street~.
cir ex/sting drainage fadlttles. All dev•lopment shall be in acx:ordance with the plan!J and spec:lflcations
submit;l;ed to and approved by t.he City Engineer fl;ir the above n~m.d project. All of tlie applk.able cedes and
ordinarw;:ea df the City o1 College Station shall apply. ·
&113/03 2 af2
/ .~
EASEMENT DEDICATION SHEET
To be filled in and submitted with construction plans and specifications for preliminary review
(Not to be used where City is purchasing property)
PROCESSED BY: ____________ _ DEPT. _____ _ EXT .. __ _
REQUESTED BY: ____________ _ DEPT. ______ _ EXT. ----
ACCOUNT NO. ____________ _ PROJECT NO. _______ _
(For ordering title work, appraisals, etc.)
TYPE OF EASEMENT:
_1_ Public Utilities (PUE) __ Temporary Blanket PUE
(prior to building permit)
__ Electric Only
___ Water Only
PURPOSE FOR EASEMENT:----"~"""""'"--""-"<-...__~ +&nt..<.....a<.-<-=<,____.>e"""'~'""""'-'eY"-""--~--5-~-----'--· --'-----
REVIEW AND APPROVAL REQUIRED/GIVEN BY THE FOLLOWING DEPARTMENTS:
Approval Required By:
(please initial)
___ Electric
___ Water/WW
___ Asst. City Engineer
Public Works ---
Approval Given By:
(please initial)
___ Electric
~--Water/WW ~~sst. City Engineer
___ Public Works
METES & BOUNDS DESCRIPTION CHECKED FOR CLOSURE BY: --~,__..~-+-----+---'-1/l\f~----
{City Staff-Name/Dept.)
THIS SECTION TO BE COMPLETED BY APPLICANT
PROPERTYOWNER~): __ ~_~_\_l_J~~--f~~-~c~~s--~~o_l~e~-----
(Names must be exactly as they appear on the dee
ADDRESS:_57J __ ?_0;;;;..___~ ___ S_~---PHONE NUMBER: ------------Co t41.e b"t-Mi ~ 1 Ix-17 "i'C/tO
ALL LENDERS (Please furnish copies of all lien documents): ______ ,,..,....----,-...,..-,-...,.---.,---------
(Names and Addresses)
IF OWNER IS A CORPORATION, PARTNERSHIP, OR JOINT VENTURE (also see #5 below):
1. State of Incorporation/Registration---------------------------
2. Partners' Names (if applicable) --------------------------
3. Person Authorized to Sign-------------~---~-----------(Name and Title)
LEGAL DEPARTMENT MUST BE PROVIDED WITH THE FOLLOWING:
(Please check items that are attached)
1. A copy of a recent (within 90 days) deed or title Insurance policy showing the names of the grantors/owners; and 2. For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property
showing the location of the easement; or
3. For platted property, a copy of the plat showing the lot, block, subdivision, and recording information.
4. For blanket easements, a signed, sealed and dated metes and bounds description and a diagram of the property.
5. Corporate or partnership owners must furnish a copy of a corporate resolution or other proof of authority to sign on behalf
of the corporation, partnership, or joint venture. .
6. Name, address and phone number of person who is to receive the easement and be responsible for getting 1t executed:
Any land acquisition resulting from Capital Improvement Projects requires a meeting with the Legal Department.
as\c: \docume-J \agibbs-1.cst\/ocals-l \temp \easement_ dedication.doc
SCALE: 1" = 20'
BEARING SYSTEM SHOWN HEREON IS BASED ON
GRID NORTH AS ESTAa.JSHED FROM GPS
OBSER\/ATION.
SEE METES ANO BOUNDS PREPARED
NCM:MBER, 2006, FOR MORE
OESCRIPTl\/E INFORMATION.
LOT 5
BLOCK 4
1 /2 INCH IRON
ROD FOUND
5/8 INCH IRON
ROO FOUND
LOT 11
BLOCK 4
N/F BILL J. COOLEY AND
FRANCES COOLEY
3575/253
N 4752'53" W
15.00' ..
LOT 12
BLOCK 4
LOT 4 """ BLOCK 4
+ .. d' o,.,.
5/B INCH IRON ",.:>•
PIPE FOUND If-.. .,
·~.r-S 4-8"02' 42" E
POINT OF
BEGINNING
N/F
BILL J. COOLEY AND
FRANCES COOLEY
3575/253
LOT 1.3
BLOCK 4
7.50'
5/8 INCH IRON
PIPE FOUND
LOT 14-
BLOCK 4
LAND BOUNDARY SURVEY PLAT
OF A 15' PUBLIC UTILITY EASEMENT
PORTION OF LOTS 12 & 13, BLOCK 4
W. C. BOYETT ESTATE PARTITION
VOLUME 100, PAGE 440
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 INCH -20 FEET
SURVEY DATE:
PLAT DATE: 11-07-06
JOB NUMBER: 06-800
CAO NAME: 06-800
CR5 FILE: HIGHLD2
PREPARED BY: KERR SURVEYING, LLC
505 CHURCH STREET, P.O. BOX 269
COL1.£GE STATION, TEXAS 778+1
PHONE (979) 268-3195
METES AND BOUNDS DESCRIPTION
OFA
15' PUBLIC UTILITY EASEMENT
PORTION OF LOTS 12 AND 13, BLOCK 4
W.C.BOYETrESTATEPARTITION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
METES AND BOUNDS DESCRJPTION OF A 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT LYING AND
BEING SITUATED IN COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID EASEl'vfENT BEING A PORTION
OF LOTS 12AND 13,BLOCK4, W. C. BOYETTESTATEPARTITION,ACCORDINGTOTHEPLATRECORDED
ill' VOLUl'vfE 100, PAGE 440 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS.
SAID EASEMENT BElli'G MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A 5/8 J:NCH IRON PIPE FOUND ON THE SOUTHWEST LINE OF TAUBER STREET
MARKJNG 1BE NORTH CORNER OF SAID LOT 12 AND THE EAST CORNER OF LOT 11, BLOCK 4,
ACCORDING TO A SURVEY PERFORMED ill' 2002BY1BE UNDERSIGNED;
TIIENCE: S 48 ° 02' 42" E ALONG THE SOUTHWEST LINE OF TAUBER STREET FOR A DISTANCE OF 42.35
FEET TO A POrnT MARKING THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED EASEMENT;
TIIENCE: S 48° 02' 42" E CONTINUING ALONG 1BE SOUTHWEST LINE OF TAUBER STREET FOR A
DISTANCE OF 7.50 FEET TO A~ lli'CH IRON ROD FOUND (2002 SURVEY) MARKING 1BE COMMON
CORNER OF SAID LOT 12 AND LOT 13;
THENCE: S 47° 43' 12" E CONTrnuING ALONG THE SOUTHWEST LINE OF TAUBER STREET FOR A
DISTANCE OF 7.50 FEET TO A POrnT MARKING THE MOST EASTERLY CORNER OF THIS HEREIN
DESCRIBED EASEMENT, FOR REFERENCE A 5/8 INCH IRON PIPE FOUND (2002 SURVEY) MARKING 1BE
COlvfMON CORNER OF SAID LOT 13 AND LOT 14, BLOCK 4, BEARS: S 47° 43' 12" E FOR A DISTANCE OF
42.93FEET;
THENCE: S41°59'46"WTHROUGHSAIDLOT13, 7.50FEETFROMANDPARA1LEL TOTHECOMMONLINE
OF SAID LOTS 12AND 13,FORADISTANCE OF 115.11 FEETTOAPOrnTONTBE COMMONLINEOFSAID
LOT 13 AND LOT 4, BLOCK 4, MARKING THE MOST SOUTHERLY CORNER OF THIS HEREIN DESCRIBED
EASEMENT;
THENCE: N 47° 52' 53" W ALONG THE COlvfMON LINE OF SAID LOT 13 AND LOT 4, AT 7 .50 FEET PASS A
5/8 INCH IRON ROD FOUND (2002 SURVEY) MARKING THE COMMON CORNER OF SAID LOTS 12 AND 14,
ANDLOTS4AND 5,BLOCK4, CONTrnUE ON FORA TOTAL DISTANCE OF 15.00FEETTOAPOrnTONTHE
COlvfMON LINE OF SAID LOT 12 AND LOT 5 MARKING THE MOST WESTERLY CORNER OF THIS HEREIN
DESCRIBED EASEMENT, FOR REFERENCE A Y2 INCH IRON ROD FOUND (2002 SURVEY) MARKING THE
COMMON CORNER OF SAID LOT 12AND LOT 5BEARS: N 47° 52' 53"WFORADISTANCE OF42.SOFEET;
THENCE: N 41 ° 59' 46" E THROUGH SAID LOT 12, 7 .50 FEET FROM AND P ARA1LEL TO THE COMMON LINE
OF SAID LOTS 12 AND 13, FORA DISTANCE OF 115.11 FEET TO THE POINT OF BEGINNING CONTAINJ:NG
1727 SQUARE FEET OF LAND. SEE PLAT PREPARED NOVEMBER, 2006, FOR MORE DESCRIPTIVE
INFORMATION. BEARJ:NG SYSTEM SHOWN HEREJ:NIS BASED ON GRID NORTH AS ESTABLISHED FROM
GPS OBSERVATION.
BRAD KERR
REGISTERED PROFESSIONAL
LAND SURVEYOR No. 4502
D:/WORK/MAB/06-800.MAB
Scale = 1: 23 (Feet)
1 N 41° 59'46" E 115.11
2 S 48° 02' 42" E 7.5
3 S 47° 43' 12" E 7.5
5
3
4 s 41° 59' 46" w 115.11
5 N 47° 52' 53" W 15
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PROP _ID R18535
XREF _ID 144500-0004-0120
MULTIPLE_C
OID 41198
I OwNERNAME COOLEY, BILL J & FRANCES
MAILADDR1 503 GLADE ST
MAILADDR2
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1MAILCITY
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409
TAUBER
'1· ENTITYCODE CAD,C2,G 1,S2
EXEMPTCODE
j sPTBCODE B1
i LEGALDESCR BOYETT, BLOCK 4, LOT 12 & 13 :I LANDACRES
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2002
3360
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REVISIONS SEWER LINE (SE-3)
PLAN AND PROFILE
ENGINEERING/SURVEYING INC. t-+------~ I McCLURE & BROWNE °'-TC: W.Y, 1009
DRAWN BY: __ _
TAUBER AND STASNEY STREET REHAB
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BB! Job #118200
Sewer Report
for
Tauber Street Sanitarv Sewer Improvements
College Station, Texas
I 0/20/2006
The proposed improvements to the sanitary system servicing the block bounded by
Tauber Street, Cherry Street and College Main include the partial abandonment of the
existing sanitary sewer which runs through an easement across the back lot lines,
construction of a new 6" PVC sanitary sewer beginning at lot 7 and turning northeast
along the property line between lots 12 and 13, and construction of a new 8" PVC
sanitary sewer along the north side of Tauber Street. All of which will tie into the existing
sanitary manhole at the intersection of Cherry Street and Tauber Street.
The discharge into the new system was estimated based on the average daily flows listed
in the College Station Design Manual, and can be found in the attached spreadsheet.
Velocities were calculated using Manning's equation, assuming, as stated in the
guidelines, a full pipe under peak flow conditions. Flow from the future sanitary was also
taken into account in the design of the Tauber Street portion of the sewer. An estimated
5000 peak gph was added to the proposed flow for segments F through K.
The flows on the Tauber Street portion of the sewer downstream of manhole 4 require a
steeper slope than the rest of the sewer. This is detailed in the sanitary sewer plan and
profile drawing. In no case does the flow exceed the maximum capacity of the pipe.
Page 1 of 1
Prepared by:
Jay Bruckner
Project Engineer
Calculation of Flows and Velocities for Tauber Street Sanitary Sewer
Segment peak flow (gph) flow (cfs) A (ft2) velocity
A 150 0.006 0.196 0.03
B 450 0.01 7 0.196 0.09
c 10578 0.393 0.196 2.00
D 10878 0.404 0.196 2.06
E 11 320 0.420 0.196 2.14
F 15320 0.569 0.196 2.90
G 22320 0.829 0.196 4.22
H 22420 0.833 0.196 4.24
I 22520 0.836 0.1 96 4.26
J 28048 1.042 0.196 5.30
K 28148 1.045 0.196 5.32
Full Flow Condition pipe diameter 6"
slope A (ft2) Manning's n p (ft) Q velocity
0.0195 0.196 0.009 1.57 1.132 5.76
Full Flow Condition pipe diameter 6"
slope A (ft2) Manning's n p (ft) Q velocity
0.0090 0.196 0.009 1.57 0.769 3.92
Binkley
&Barfield
consulting engineers
Mr. Alan Gibbs
City of College Station Engineering
1101 Texas A venue
College Station, Texas 77842
March 26, 2007
1710 Seamist Drive
Houston, TX 77008
713.869.3433 I 713.869.6702 Fax
Houston
Dallas/Fort Worth I Austin
Re: Factory Apartments Parking Garage: fire flow report
Dear Mr. Gibbs:
Enclosed for your review and approval is the fire flow report calculations for the Factory
Apartment parking garage.
The building is a type IIB, 50,505 square feet. According to the 2003 IFC Appendix B, it
requires 4750 GPM x 0.5 for sprinkler installation or 2375 GPM required fire flow.
Based on a nominal system pressure of 75 psi and a fire flow of 1000 GPM on the north hydrant
and 1375 GPM on the south hydrant, the residual pressure at the hydrants will be 67.6 psi and
73.0 psi, respectively.
Please review at your earliest possible convenience and call if additional information is required.
GAC:gac
Enclosure-Drawing
Sincerely,
BINKLEY & BARFIELD, INC. :Jting ;;ne~
Glenn Carlson, P.E.
Corporate Vice President
F:\118200\WP\Fire Report Garage.DOC