HomeMy WebLinkAbout57 Homewood Suites Hilton 03-69 950 University Dr. E"
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OCT-14-2004 THU t5:06 AM FAX NO, P. 02/02 . \0'.0 -0L\ \0-\~~~ 1v({/q-o LE'l'1.'ER OF COMPLETION
/)f 03-69
jf' (J~-220
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
Dear Sir~
The purpose of our letter is to request that the following listed
1mprovemcnts be approved and accepted as being constructed under city
inspection and completed according to plans and specifications as
approved and required by the City of College Station, Texas. This
approval and acceptance by the City ls requested in order that we may
finalize any sub~contracts and to affirm their warranty on the work. This
approval and acceptance by the City of the improvements listed below
docs hereby void the letter of guarantee for the listed improvements on
the above referenced project.
The one YCfJ.l" warranty is hereby affirmed and agreed to by &4.~v ~,/oA; ;f#?'; and by their sub-contractors as
lfidicated ~ signatures below.
WORK COMPLETED
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From:
To:
Date:
Subject:
Susan Hazlett
Teny Boriskie
10/20/2004 9 :41 :32 AM
Hilton Homewood Suites
I don't know if you or Chris needs this information or not but I have a letter of completion for the Hilton
Homewood Suites for the following :
Fire hydrants
Water Meter & vault
Water line
All dated10/14/04 , development permit #03-69 and site plan #03-220
Susan Hazlett <><
Staff Assistant
Development Services
City of College Station
1101 Texas Avenue
College Station , TX 77842
PHONE: (979) 764-3570
E-Mail : shazlett@cstx.gov
FAX: (979) 764-3496
"Whatever is true , whatever is noble , whatever is ri ght, whatever is pure , whatever is lovely, whatever is
admirable -if anything is excellent or praiseworthy -think about such things." Philippians 4 :8 NIV
1 0 /24 /03 15 :37 '5'979 8 46 82 52 KLI G E GINEE RI ~~~ COCS MO RGA ETAL 141 00 2
WATER LINE
69 LF Furnish and Install 8" PVC Water Main (AWWA C-9 00 , DR 14, $27 .00 $1,863.00
Pressure Class 200) 4'..S' Bury (Structural Backfill per City of
College Station Standards) complete and in place
for Dollars
and Cents per linear foot.
2 22 LF Furnish and Install 6" PVC Water Main (AWWA C-900 , DR 14, $25 .00 $550.00
Pressure Class 200) 4'-6 ' Bury (Structural Backfill per City of
College Station Standards) complete and in place
for Dollars
and Cents per linear foot.
3 17 LF Furnish and Install 6" PVC Water Main (A'MNA C-900, DR 14, $28 .00 $476.00
Pressure Class 200) 6'·1 O' Bury (Structural Backfill per City of
Co ll ege Station Standards) complete and in place
for Dollars
and Cents per linear foot.
4 10 LF Furnish and Install 6" PVC Water Main (AWWA C-900 , DR 14, $27 .00 $270 .00
Pressure Class 200) 6'-1 O' Bury (Stan dard Backfill per City of
College Station Standards) complete and in place
for Dollars
and Cents per linear foot.
5 8 LF Furnish and Install 6" PVC Water Main (AWWA C-900 , DR 14, $30 .00 $240 .00
Pressure Class 200) 10'-12' Bury (Structural Backfill per City of
College Station Standards) complete and in place
for Dollars
and Cents per linear foot.
6 EA Install Salvaged 2" Blow-off Valve & M .J. tapped plug complete $200 .00 $200 .00
and In place
for Dollars
and Cents per each .
7 4 EA Furnish and Install 8" M .J. 45 degree Bend to include all $300 .00 $1 ,200 .00
necessary thrust blocking complete and in place
for Dollars
and Cents per each .
8 EA Furnish and Install ("Cut In" to existing 12" line) 12"x6" M.J. Tee $2,500 .00 $2,500 .00
to include all necessary sleeves , thrust blocking & incidentals
complete and in place
for Dolla rs
and Cents per each.
1 0 /24 /03 15:38 '0'979 846 8252 KLI NG ENGi EE RIN ~~~ COCS MORGA ETAL f4J 003
9 2 EA Furnish and Install 6" M .J. 22.5 degree Bend to include air $250.00 $500.00
necessary thrust blocking complete and in place
for Dollars
and Cents per each .
10 EA Furnish and Install Std. City of College Station Fire Hydrant $2,500 .00 $2,500 .00
w/app urtenances including all necessary tees, valves and
blocking complete and in place
for Dollars
and Cents per each .
11 35 LF Furnish and Install Trench Safety complete and in place $1.50 $52.50
for Dollars
and Cents per linear foot.
WATERLINE SUB-TOTAL : $10,351.50
15% CONTINGENCY: $1 552.73
$11,904.23
1 0 /2 4 /03 15:36 ~979 846 8252 KLING E GINEERI ''' COCS MORGA N ETAL
KLING ENGINEERING & SURVEYING
4101 Texas Ave., Suite A
Bryan, TX 77802
!41001
+Phone: (979)846-6212 +Fax: (979)846-8252 +Email: stewart@klingeng.com
FAX COVER SHEET
oATE: JO/z4Lo~
I
Please deliver the following pages to:
NAME: ~ C,.Tr~
FIRM: Gny er--~c;;o ~,, ~
FAX NUMBER:
FROM:
We are transmitting ·--3 page(s), including this cover letter from our fax number
listed above. If any pages are missing or incomplete, please contact sender.
Regarding: __ H_o_M_~_AJ_~--~--u-~ ____ (1_q-_, _&_c;rr;_.: -~--___ _
@?_, l;.-8~~
FROM : Hel l mer & Medved FAX NO. 913-67 7 -6679 Nov . 12 2003 10 :39AM P2
W ater Re q ui rements for : Homewood Suites , College Station , T x
Method #1 :
Method #2
Daily use :
6 ,785 gal I day:
3,600 gal I day
384 gal I day
180 gal I day
280 gal I day
720 gal I day
Total fixture un its for Hotel = 1226
Fixture units converted to gpm from chart in Code book =
Each unit w i ll use approximately :
109 gal I day x 83 units"" 9 ,047 gal/day x 75 % occupancy
Max gpm flow for each un it =
Diversity used in Plumbing Code :
Average use to units
Laundry: 225 gallons to fill both machines
X 2 cycles per hour
450 gph x 8 hrs I day = 3 ,600 gal I day
+ 60 min I hr
7.5 gpm
Public Areas
WC 's: 4 we x 1.6 gpf x 6 t imes I hr x 10 hrs I day :::
384 gal I day ..;.. 10 hrs ..;-60 min I hr=
Lavs : 3 lavs x 1.0 per use x 6 times I hr x 10 hr I day=
180 gal I day ..;-10 hrs + 60 min I hr =
Jan. Sink 1 JS x 5 gpm faucet x 7 min . bucket fill = 35 gal
35 gal I hr x 8 hrs x 1 fill per hr= 35 gal I hr + 60 =
Kitchen :
3 comp sink
2 comp sink
1 comp sink = 90 gph x 8 hr/day
135 gal use in 2 hr period
30 gal use in 2 hr period
J2 gal use in 2 hr period
180 + 2 = 90 gph + 60
03-d-d-D
238 gpm
7 .6 g pm
x 83 u nits
631 gpm flow
x36 %
227 gpm
7 .5 gp m
.64 gpm
.30 gpm
. 58 gp m
1.5 gpm
11.949 gal day Average F low Rate : 237 .52 gpm
~-'1 DEVELOPMENT PERMIT
PERMIT NO . 03-69B
Project: Hilton Homewood Suites
COLUGl STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Henton Subdivision
Lot 1R
DATE OF ISSUE : 10/23/03
OWNER:
SITE ADDRESS:
University Drive
DRAINAGE BASIN:
Burton Creek
VALID FOR 12 MONTHS
CONTRACTOR:
Brazos Hotel Partners Ltd. c/o David Scamardo
1289 North Harvey Mitchell Parkway
Bryan , Texas 77803
TYPE OF DEVELOPMENT
SPECIAL CONDITIONS:
Conditional Development Permit -No construction in 20' Public Utility
Easement located along western property line.
All construction must be in compliance with the approved construction plans
All trees must be barricaded, as shown on plans , prior to any construction . Any trees not barricaded will not count towards
landscaping points . Barricades must be 1' per caliper inch of the tree diameter.
Eros ion control measures per the approved plans must be in place for duration of the project.
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 .
All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section
7.5 .E. of the City's Unified Development Ordinance, Landscape/Streetscape Plan Requirements, 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, concerete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also
prohibited .
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 outs ide 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
/o-2 ¥-o 3
Date
.,
09 /11 /03 1 2: 50
Date:
To:
Firm:
Fax:
Re:
Sender:
'8'979 84 6 8 25 2 KLI NG ENGINEE RI N ''' COCS MORG AN ETAL
KLING ENGINEERING & SURVEYING
Consulting Engineers • Land Surveyors
4101 Te x as Avenue, Suite A
Bryan , Texa s 77802
Telephone 409/84 6-621 2
F ox 40 9/8 4 6 -8252
FAX TRANSMISSION COVER SHEET
September 11, 2003
Carol Cotter, P.E.
City of College Station -Development Services -Engineering
764-3496
Homewood Suites -Hilton; Henton Uncoln Subdivision
Fred Paine
YOU SHOULD RECEIVE 3 PAGE(S), INCLUDING THIS COVER SHEET. IF YOU
DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (409) 846-6212
Dear Carol,
Stewart has informed me that a clearing permit can be issued for the Homewood Suites project
once erosion control measures inside of the Subdivision 's detention pond had been modified .
Accompanying this cover letter is a Field Change for this modification. Since the pond construction is
being done under a separate contract & by different ownership from the hotel, the modified SWP3 will
be the one contained on Sheet U-1 of The Gardens at University plan set. The idea behind the SWP3
contained in the Homewood Suites plan set is to minimize the amount of sediment transport to the
detention area rather than provide controls within the pond.
Should you have any questions, please do not hesitate to call or email .
Best Regards,
Fre~
09 /11 /03 12 :51 '5'979 846 8252 KLING ENGINEE RI N ~~~ COCS MORG AN ETAL
FIELD CHANGE
Field Change No.i
September 11, 2003
PROJECT: Lots 1 & 2 Henton Subdivision I Lot 2R One Lincoln Place and
The Gardens at University
Infrastructure Improvements
FOR: Erosion Control/Stormwater Pollution Prev?Jntio an
Texcon General Contractors FRO . Kling Engineering & Surveying
College Station, Texas Bryan, Texas
FAX (979) 690-9797 FAX 846-8252
TO:
Erosion Control:
Revision to Plans : Erosion Control within Detention Pond Limits
Sheet U-1 of The Gardens at University
Revise Hay bale placement as shown on accompanying exhibit.
!41002
The work covered by this written clarification shall be performed under the same terms and conditions
as set forth and included in the original construction contract.
09 /11 /03 12:51 '5'979 846 8252 KLING ENGINEERIN 777 COCS MORGAN ETAL ~003
:.··"
~. . ...
·. . ..
FIELD CHANGE No. 2
Sheet U-1
Modification to Stormwater Pollution Prevention Plan
SEPTEMBER 11, 2003
MODIFICATIONS ro' CONSIST
OF ITEMS 1 & 2 BELOW
"··· ,....·!')
-':..: .... :.;·
. ,
, ,
.. ·~ "'
·~.(::
/
.. ;
/
/
/
SCALE:
@UPON COMPLETION OF
FINAL GRADING & PRIOR
TO ESTABLISHMENT OF
VEGETATION, INSTALL &
MAINTAIN HAYEIALES 7
FEET UPSTREAM OF
DETENTION POND OUTLET ~ EXTENDING TO FACE OF
.-,.~ POND WALL
~ ?',..>.
· .. ,• '
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' ' ·~ ~.
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' '~XISTING 1 ~{',
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KUNC ENGINEERING & SURV£\1NG
BRYAN. rn<AS
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v
FOR OFFICE USE ONLY
P&Z CASE NO .: 0 _3-J(j._0
DATE SUBMITIED: q-<l' -0 5
SITE PLAN APPLICATION
MINIMUM SUBMITTAL REQUIREMENTS
$200.00 Site plan application and review fee .
$200.00 Development permit fee .
$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.) .
Ten (10) folded copies of site plan .
A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they
are not checked off.
Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of
approval (if applicable).
NAMEOFPROJECT _____________ ~H~o=m.:..:..e=-=w~o~o=d~S=u~it=e~s~H=ilt=o~n __________ _
ADDRESS __________________________________ _
LEGALDESCRIPTION ____________ --=L=ot~1~R...:....:.o~fR:....:..:..iep=l=at:....:o=f~L=o=ts~1~&=-=2~ . .:....:H=en~t=o~n~S=u=bd=i..!.;v=is=io~n~.V..:...=.:ol.
2017. Pg. 239 and Lot 2 . One Lincoln Place . Vol. 690 , Pg . 175
APPLICANT (Primary Contact for the Project):
Name ___ =B~ra=z=o~s~H=o=te~l~P=a~rtn~e=r~s=Lt=d~.~<D~a~v~id=--=S-=-ca=r.:....:.m=a~rn=o~l __ E-Mail __ ....,:d::.::a:...;.v=id=@=s=c=a.:....:.rm~ar-=d-=-o~fo""'o-=-ds=.-=-co=m-'-'----
Street Address __________________ 1=2=8-=-9....:..N=o~rt:.:..:.h....:..H=a~rv.:....:e._.v~M=i=tc::..:..h=e.:..:..11-=-P-=a.:....:.rk.:..:..w=a:.i.v _____ _
City _______ B~rv~a~n _____ _ State ____ T~X~---Zip Code ____ 7:....:7c..::8=0-=-3 ___ _
Phone Number _____ .....:9'-'7-=9.....:-2=2=9-'-5'-'1~1-=-8 ___ _ Fax Number ------'9'-'7-=9-'-8=-=2=2'--1'"""7~6~3 ___ _
PROPERTY OWNER'S INFORMATION :
Name _______ -=-s=am~e-=a-=-s-=a=p=pl=ic=a.:....:.nt,,._ _____ _ E-Mail---------------
Street Address __________________________________ _
City ______________ State--------Zip Code----------
Phone Number _____________ _ Fax Number _____________ ~
ARCHITECT OR ENGINEER'S INFORMATION :
Name _______ __,_K=li.:....:.n=q=E=n=qi=n-=-ee=r~in=q.___ _____ _ E-Mail ___ .....:s=te::..:w..:..:a::.:..rt=@=kl.:..:..in=q=e'-'"nq=·-=-co=m-'-'-----
Street Address -------------------'4...!.1=0-=-1 ....:.T=ex<..:..:a=s'-'-A..!.;vc..::e:..:.. . ..::::S-=u!!,;ite"'-'--'A'-----------
City ______ .....:B=rv'-'-=-an:..:,..._ ____ _ State ____ T~X~---Zip Code ------'7'-'7-=8=0=-2 ___ _
Phone Number _____ .....:9~7-=-9.....:-8:....:4-=-6.....:-6=2:...;.1=2 ___ _ FaxNumber ____ __,9~7-=-9.....:-8:....:4-=-6.....:-8=2=5=2 ___ _
OTHER CONTACTS (Please specify type of contact , -i.e . project manager, potential buyer, local contact , etc .)
Name ___________________ _ E-Mail ______________ _
Street Address __________________________________ _
City ______________ State--------Zip Code----------
Phone Number _______ ~Fax Number _____________________ _
Site Plan .DOC August 25 , 2003 1of6
CURRENTZONING ____________ ~C--1'---------------~
PRESENT USE OF PROPERTY Vacant ~~~~~~~~~-'-"'--=--=~~~~~~~~~~~~~~~~
PROPOSED USE OF PROPERTY 83 room extended stay hotel ~~~~~~~~-=-=---=-=-~:......=..==..:.=-:::...=....:~L-.;....;..:=...:..=c.:.._~~~~~~-
V AR I AN CE ( S) REQUESTED AND REASON(S) -------------------
#OF PARKING SPACES REQUIRED __ 8_3# OF PARKING SPACES PROVIDED __ _..:.1-=-00:=c.._
MUL Tl-FAMILY RESIDENTIAL PARKLAND DEDICATION
Total Acreage __ #of Multi-Family Dwelling Units
Floodplain Acreage __ __X$452 = $
Housing Units __ __ # of acres in floodplain
# of 1 Bedroom Units --__ # of acres in detention
__ # of 2 Bedroom Units __ # of acres in greenways
# of 3 Bedroom Units --__ date dedication approved by Parks Board
# of 4 Bedroom Units COMMERCIAL
FOR 2 BEDROOM UNITS ONLY Total Acreage
__ # Bedrooms = 132 sq . ft. Building Square Feet
__ # Bedrooms < 132 sq . ft. Floodplain Acreage
NOTE: Parkland Dedication fee is due prior to the issuance of a Building Permit.
The applicant has prepared this application and certifies that the facts stated herein and exhibits attached
hereto are true and correct.
r Applicant Date
SITE PLAN CHECKLIST 2 of6
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby made for the following development specific waterway alterations : -~no~n~e~------
ACKNOWLEDGM ENTS :
I, , design engineerE)ereby 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 . ~~ ,'{)
~JA.tLJ Ge_~(M~-·""' !J? Property Owner(s)
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
8 . 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 w ith Chapter 13 of the Code of Ord inances of the City of Col le ge 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
SITE PLAN CHECKLIST 3 of 6
~;t .... 1>1 .,n nrir ~11 m1 d ')~ ')()ff~
sha ll be in accordance with t he plans and spec ifi cations subm itted to and approved by the City Eng ineer for the above named project.
All of the appl icable codes and ordinances of the City of College Station shall apply .
SITE PLAN CHECKLIST 4 of6
~;1 ~ Pi o n nnr 6 "m1<f ?~ ?.001
1.
2.
3 .
/
~ 4 .
~ 5 .
EJ 6 .
~ 7 .
~ ~A-
Y'.9'1
~-
~
~
8 .
SUBMIT APPLICATION AND THIS
LIST CHECKED OFF WITH 10
FOLDED COPIES OF SITE PLAN FOR REVIEW
SITE PLAN MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
Sheet si z e -24 " x 36 " (minimum).
A key map (not necessarily to scale).
Title block to include :
Name, address , location , and legal descri ption
Name , address , and telephone number of applicant
Name, address , and telephone number of developer/owner (if d iffers from applicant)
Name, address , and telephone number of architecUengineer (if d iffers from applicant)
Date of submittal
Total site area {2.~ TD "!>•r~ 'Sf>~i=.~ µo~
North arrow .
Scale should be largest standard engineering scale possible on sheet.
Ownership and current zoning of parcel and all abutting parcels .
Existing locations of the following on or adjacent to the subject site :
Streets and sidewalks (R .O .W .).
Driveways (opposite and adjacent per Driveway Ordinance 1961).
Buildings .
Water courses.
Show all easements clearly designating as existing and type (ut ility, access, etc.).
100 yr. floodplain and floodway (if applicable) on or adjacent to the proposed project site , note if there is
none on the site .
Utilities (noting size and designate as existing) with i n or adjacent to the proposed site, including building
transformer locations , above ground and underground service connections to build ings, and drainage
inlets .
Meter locations .
Topography (2' max or spot elevations) and other pertinent drainage information . (If plan has too much
information , show drainage on separate sheet.)
Proposed location , type and dimensions of the following.:
Phasing . Each phase must be able to stand alone to meet ordinance requirements.
The gross square footage of all buildings and structures and the proposed use of each . If different uses
are to be located in a single building, show the location and size of the uses within the building . Building
separation is a minimum of 15 feet w/o additional fire protection .
Setbacks . Show building setbacks as outlined in Ordinance 1638 Zoning Ordinance ,
(Section 7, Table A).
Off-Street parking areas with parking spaces drawn, tabulated, and dimensioned . Minimum parking
space is 9 ' x 20', or on a perimeter row 9' x 18' with a 2' overhang. Designate number of parking spaces
required by ordinance and provided by proposal.
Handicap parking spaces .
SITE PLAN CH ECK LI ST 5 of6
Site Plan .DO C August 2 5, 20 03
NOTE:
9 .
10 .
~· 11.
Parking Islands. Raised landscape islands , (6" raised curb) a minimum of 180 sq . ft . are required at both
ends of every parking row (greenspace area contiguous to the end island maybe applied toward
the requ ired 180 sq . ft.). Additionally, 180 sq . ft . of landscaping for every 15 interior parking spaces
must be provided . All required islands must be landscaped or set with decorative pavers, or stamped
dyed concrete or other decorative materials as approved.
Drives . M ini mum drive aisle width is 23' with head-in parking or 20' without parking .
Curb cuts . For each proposed curb cut (including 9riveways, streets, alleys, etc .) locate existing
curb cuts on the same opposite side of the street to determine separation distances between existing and
proposed curb cuts . Indicate driveway throat length as measured in the Driveway O rdin ance . (See
Ordinance 1961 for driveway location and design requirements .)
Security gates (show swing path and design specs with colors).
Sidewalks (both public and private). Sidewalks are required at time of development if property has
frontage on a street shown on the Sidewalk Master Plan or if the review staff determines the necessity .
(Refer to Section 10 .2 of the Zoning Ordinance).
Medians. Show any and all traffic medians to be constructed on site .
Landscape Reserve . A twenty four foot setback from R.O .W . to curb of parking lot is required .
Pavement may encroach into this 24' reserve by up to 1134 square feet if streetscape requirement can
still be met. In no case may the pavement be less than 6' from the property line.
Common open spaces sites
Loadin~ docks Fr c,, 5l. c.J.<J~ CA><J~~U'rJ p/L8;;PIJTU.f)
Detention ponds ( ~s-...r ~
Guardrails
Retaining walls
All required and other types of fences (a 6' privacy fence is required between industrial/comme rci al and
residential developments as well as between multi-family and single family developments).
Sites for solid waste containers with screening . Locations of dumpsters are accessible but not visible
from streets or residential areas. Gates are discouraged and visual screening is required . (Minimum 12
x 12 pad required .)
Show all easements clearly designating as proposed and type (utility, access . etc .). If dedicated by
separate instrument list by volume and page .
Utilities (noting size and designate as proposed) within or adjacent to the proposed site, including
building transformer locations, above ground and underground service connections to buildings .
Meter locations (must be located in public R.O .W. or public utility easement.).
Proposed grading (1' max for proposed or spot elevations) and other pertinent drainage information . (If
plan has too much information, show drainage on separate sheet.)
Show proposed and existing fire hydrants . Fire hydrants must be located on the same side of a major
street as a project , and shall be in a location approved by the City Engineer. Any structure in any zoning
district other than R-1, R-1 A , or R-2 must be within 300 feet of a fire hydrant as measured along a public
street, highway or designated fire lane .
Show fire department connections . FDC's should be within 150 ' of the fire hydrant. In no case shall they
be any further than 300' apart , and they shall be accessible from the parking lot without being blocked by
parked cars or a structure .
Show fire lanes. Fire lanes a minimum of 20 feet in width with a minimum height clearance of 14 feet
must be established if any portion of the proposed structure is more than 150 feet from the curb line or
pavement edge of a public street or highway.
Fire hydrants must be operable and accepted by the City, and drives must have an all weather
surface as defined in the Zoning Ordinance Section 9 before a building permit can be issued .
Will building be sprinkled? Yes ~ No 0
If the decision to sprinkle is made after the site plan has been approved, then the plan must be
resubmitted .
Wheelstops may be required when cars overhang onto property not owned by the applicant or
where there may be conflict with handicap accessible routes or above ground utilities, signs or other
conflicts .
Show curb and pavement detail. A 6" raised curb is required around all edges of all parts of all paved
areas without exception . (To include island, planting areas, access ways, dumpster locations, utility pads,
etc .) Curb details may be found in the Zoning Ordinance Section 9 and alternatives to those standards
must be approved by the City Engineer. No exception will be made for areas designated as "reserved for
future parking ".
Site Plan .DOC August 25. 2003 R nt R
12 .
[}'.('. 15.
~ 16.
Jfi/1 17 .
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~19.
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Landscape plans as required in Section 11 of the Zoning Ordinance (See Ordinance # 1638.) The
landscaping plan can be shown on a separate sheet if too much information is on the original site plan . If
requesting protected tree points, then those trees need to be shown appropriately barricaded on the
landscape plan . Attempt to reduce or eliminate plantings in easements. Include information on the plans
such as :
required point calculations
additional streetscape points required. Streetscape compliance is required on all streets larger than a
residential street. ·
calculations for# of street trees required and proposed (proposed street tree points will accrue toward
total landscaping points.)
proposed new plantings with points earned
proposed locations of new plantings
screening of parking lots
screening of dumpsters, detention ponds, transformers, A/C units, loading docks, propane tanks, utility
demarcation point on buildings, or other areas potentially visually offensive.
existing landscaping to remain
show existing trees to be barricaded and barricade plan. Protected points will only be awarded
if barricades are up before the first development permit is issued .
Show irrigation system plan. (or provide note on how irrigation system requirement will be met prior to
issuance of C.O.) All plans must include irrigation systems for landscaping. Irrigation meters are
separate from the regular water systems for buildings and will be sized by city according to irrigation
deman submitted by applicant and must include backflow prevention protection.
Is there any landscaping in TxDOT R.O .W .?
If yes, then TxDOT permit must be submitted.
Will there be any utilities in TxDOT R.O.W.?
If yes, then TxDOT permit must be submitted.
Will there be access from a TxDOT R.O.W.?
If yes, then TxDOT permit must be submitted .
Yes D No ~
Yes D No !Kl
Yes D No .[]
The total number of multi-family buildings and units to be constructed on the proposed project
site .
The density of dwelling units per acre of the proposed project.
Provide a water and sanitary sewer legend to include water demands (minimum, maximum and
average demands in gallons per minute) and sewer loadings (maximum demands in gallons per
day).
Are there impact fees associated with this development? Yes D No [29
NOTE: Signs are to be permitted separately.
Site Plan.DOC August 25, 2003 7 of6