HomeMy WebLinkAboutDesign Review II
(A#7
CITY OF COLLEGE STATION
Planning 6'Development Services
Agenda
Design Review Board
Friday, March 24, 2006
Administrative Conference Room
City Hall
1101 Texas Avenue
11:00 a.m.
1. Call to Order
2. Consider absence requests.
3. Possible action and discussion to approve meeting minutes for March 10, 2006.
4. Presentation, possible action, and discussion on a site plan, landscape plan and sign
details for the Wolf Pen Creek Amphitheater addition, located on Colgate Drive in the
Wolf Pen Creek District (JP/CC 06-50038).
5. Possible action and discussion on future agenda items - A Design Review Board Member
may inquire about a subject for which notice has not been given. A statement of specific
factual information or the recitation of existing policy may be given. Any deliberation
shall be limited to a proposal to place the subject on an agenda for a subsequent
meeting.
6. Adjourn.
Consultation with Attorney {Gov't Code Section 551.071; possible action.
The Design Review Board may seek advice from its attorney regarding a pending and
contemplated litigation subject or attorney-client privileged information. After executive
session discussion, any final action or vote taken will be in public. If litigation or attorney-client
privileged information issues arise as to the posted subject matter of this Zoning Board of
Adjustments meeting, an executive session will be held.
Notice is hereby given that a Regular Meeting of the Design Review Board of the City
of College Station, Texas will be held on the 10, day of March 24, 2006 at 11:00 a.m.
at the City Hall Administrative Conference Room, 1101 Texas Avenue, College Station,
Texas. The following subjects will be discussed, to wit: See Agenda
Posted this the day of , 2006 at p.m.
CITY OF COLLEGE STATION, TEXAS
By
Connie Hooks, City Secretary
I, the undersigned, do , ;eby certify that the above Notic. f Meeting of the Design
Review Board of the City of College Station, Texas, is a true and correct copy of said
Notice and that I posted a true and correct copy of said notice on the bulletin board at
City Hall, 1101 Texas Avenue, in College Station, Texas, and the City's website,
www.cstx.aov. The Agenda and Notice are readily accessible to the general public at
all times. Said Notice and Agenda were posted on March 20, 2006 and remained so
posted continuously for at least 72 hours preceding the scheduled time of said
meeting.
This public notice was removed from the official posting board at the College Station
City Hall on the following date and time: by
Dated this day of , 2006.
CITY OF COLLEGE STATION, TEXAS
By
Subscribed and sworn to before me on this the day of , 2006.
Notary Public- Brazos County, Texas
My commission expires:
This building is wheelchair accessible. Handicap parking spaces are available. Any
request for sign interpretive service must be made 48 hours before the meeting. To
make arrangements call (979) 764-3517 or (TDD) 1-800-735-2989. Agendas may be
viewed on www.cstx.aov.
2.06 GATE VALVES
Gate valves shall be rated for 150 psi working pressure. Valves are to be sized a s shown o n the
drawings, installed with specified precast adjustable box and cover. All two (2") inch and smaller
valves may be Ohio brass, or approved equals.
2.07 ELECTRIC SECTION CONTROL VALVES
All sectional control valves are to be 24 VAC electric solenoid operated. They shall be sized,
specified, and located on the plans, and shall be equipped with flow adjustment stems. Valves shall
have plastic bodies and covers, and shall be globe-type diaphragm valves of normally open design,
CWP 150 p si. The control valves and controller, as approved, must be of the same manufacturer.
Only one (1) electric section to operate at one time on any one controller. Rainbird valves preferred.
2.08 WIRE
All wire between the irrigation system control unit and remote section control valves is to be copper,
U.L. listed, Type UF, PVC insulated No. 14, suitable for direct burial and to conform in all respects
with the requirements for a N.E.C. Class II circuit(30 volts AC or less). All wire is to be color coded-
-red for the "hot" leads to each of the control valve solenoids, and white for common neutral wire.
2.09 WIRE CONNECTORS
All direct burial wire connectors are to have a one-piece PVC housing which, when filled with
silicone, forms a reusable, one-piece, moisture-proof wire splice connector. All connectors are to be
U.L. listed,rated 60C, 500 volt, for PVC insulated wire. Do not use epoxy types.
2.10 VALVE BOXES
A pre-cast box of the type listed, or approved equal, shall be provided for as follows:
A. Ball valve boxes shall be 10 inch diameter,plastic Ametek.
B. Section Control Valves: 10"plastic for 1"elec.valves
2.11 AUTOMATIC LAWN SPRINKLER CONTROLLERS
The controller is existing near the Green room bldg.inside the existing large elec.panel, change out to
a Hunter ICC ,indoor mode1,12 zones.
and the controller for the office and concession bldg.area will be an 8 station Hunter ICC
controller,outdoor model.
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PART 3 - EXECUTION
3.01 DESIGN PRESSURE
This irrigation system has been designed to operate with a minimum existing main water line static
pressure of 75 psi. The Contractor will take a pressure reading prior to ordering and installing the
system. If the pressure reading is different than that indicated, the Contractor will notify the
Architect/Engineer so that the system may be re-sized if necessary.
3.02 TRENCHING
Trenching shall be done in coordination with other contractors. The width of the trench shall be only
wide enough to adequately connect and install piping. Generally, all closed system (pressure line)
piping shall have a minimum cover of eighteen (18") inches, and all open-end (head sections) piping
shall have a minimum cover of twelve (12") inches. Minimum cover is measured from the top of the
pipe to the surface of the ground.
3.03 BACKFILLING
After installation of the pipe, the trenches shall be properly backfilled. Backfill around the pipe shall
be rock free, and care shall be taken that no rocks or other obstructions rest against the pipe. The
backfill shall be mechanically tamped so as to leave no depressions, and should depressions develop
after completion of the work,the Contractor shall be responsible for additional topsoil or other work to
correct these depressions. Where trenches are under paved areas, backfill trenches in six (6") inch
layers and mechanically or hand tamp each layer.
3.04 PIPE LAYING
Polyvinyl chloride pipe sections and fittings shall be connected with approved PVC welding solvent,
conforming to, and in accordance with the manufacturer's recommendations and the following
procedures. All two (2") inch and larger PVC pipe will have cleaner and heavy duty solvent used for
installations.
3.05 PIPE JOINTS
Pipe shall be square cut with no burr ends. Wipe all dirt and moisture from fittings,then apply solvent
to both. Stab pipe into socket of the fitting, rotate about one-half turn to spread solvent uniformly.
Hold joint in place about fifteen (15) seconds for it to set. Do not disturb for fifteen (15) minutes or
until the chemical weld is made. Do not use excessive solvent. No PVC pipe is to be threaded for
connection to metal pipe or accessories,use only a PVC solvent joint to thread adapter.
3.06 VALVE AND VALVE BOX PLACEMENT
All gate valves and automatic section control valves shall be set at the depth of pressure piping and
shall be equipped with a valve access sleeve, if buried. If valves are specified to be in pre-cast boxes,
they shall be set with a minimum of twelve (12") inches of space between their top surface and the
finished grade. Valves after delivery shall be drained to prevent freezing and shall have interiors
cleaned of all foreign matter before installation. Stuffing boxes shall be tightened and valves shall be
fully opened and fully closed to ensure that all parts are in working conditions. Coil wire in a "pig
tail" fashion inside valve box.
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Valve boxes shall be set plumb, vertical and concentric with the valve stem. Any valve box which has
so moved from its original position as to prevent the application of the valve key, shall be
satisfactorily reset by the Contractor at his own expense.
3.07 HEAD PLACEMENT
All lawn heads shall be set one-half(1/2") inch above finish grade to bottom flange of head. Locate
all rotary and lawn spray heads six(6") inches from edges of pavements.
3.08 TESTING AND CHECKING
Upon completion of the installation, the entire system shall be tested and adjusted for proper operation
and distribution of the system. It shall be the Contractor's responsibility to obtain complete cover,
with wind velocity not more than six(6)mph. The Contractor shall instruct the Owner's representative
on operation and maintenance of the system.
3.09 CLEAN UP
Upon completion of the work covered in this project, all debris, rock, and surplus material resulting
from the work shall be removed from the site of the project.
3.10 GUARANTEE
The Contractor shall guarantee all workmanship, materials, fixtures, and equipment covered by the
plans and specification to be free of defects for a period of one (1) year from date of acceptance of the
project and shall replace any parts found to be defective within the period of guarantee at no cost to
the Owner.
3.11 "RECORD OF INSTALLATION" DRAWING
The Contractor shall provide a neatly marked Irrigation Plan showing triangulated locations of all
valves and showing any modifications of the original irrigation system as found in the contract
documents. Show dimensions and locate valves,pip,heads, and wire.
3.12 SLEEVES
A. Install schedule 40 PVC pipe sleeve under existing concrete or asphalt surface by boring of the
sleeve. Install a minimum of eighteen (18") inches deep. Obtain Owner's permission before
cutting existing concrete or asphalt surfaces. Remove and replace existing concrete or asphalt
where cutting is necessary.
END OF SECTION
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DESIGN REVIEW BOARD
WOLF PEN CREEK DESIGN DISTRICT
STAFF REPORT
Project Manager: Jennifer Prochazka, Planner Report Date: March 17, 2006
E-mail: iprochazka( cstx.goy Meeting Date: March 24, 2006
For
WOLF PEN CREEK AMPHITHEATER ADDITION (DRB)
DESIGN DISTRICT REVIEW
Location: Colgate Drive
Applicant: Ric Ploeger, Assistant Director of the Parks & Recreation Department
Item Summary: The proposal is for expansion of the Wolf Pen Amphitheater that
includes offices, a permanent concession area and a Green Room. This item is for
review of the site plan and landscape plan. All other elements of the project, including
elevations, colors and materials, were approved by the Design Review Board earlier this
year.
The proposed site plan meets the minimum requirements for site design (site plan
included in packet). Since the developed park area is not being increased, additional
landscaping is not required. The Parks & Recreation Department has proposed
additional plantings on site and a plan will be available at the meeting. The Unified
Development Ordinance provides the following information, related to this proposal, to
aid the Design Review Board in making a decision:
Relationship of Buildings to Site:
• The site shall be planned to accomplish a desirable transition with the
streetscape and to provide for adequate planting, safe and efficient pedestrian
movement, and parking areas.
• Site planning in which setbacks and yards are in excess of zoning restrictions is
encouraged to provide and interesting relationship between buildings.
Administrator Recommendations: Staff recommends approval of the proposal as
presented.
Items for Review:
1. Site Plan
2. Landscape Plan
Attachments:
1. Application
2. Location map
3. Site Plan
4. Landscape Plan (provided at meeting)
FOR OFFICE USE ONLY
CASE NO. eu• 3/
.�( DATE SUBMITTED: - 'a •DO
CITY OF COLLEGE STATION ,:as •
Planning CS'Development Services
DESIGN DISTRICT SITE PLAN REVIEW APPLICATION
Design Review Board
(Check one) ❑ NG-1 ❑ NG-2 ❑ NG-3 leNPC ❑ ov
Staff Review Only
MINIMUM SUBMITTAL REQUIREMENTS
✓ Special District site plan application completed in full.
N/4 $200.00 Application Fee.
ti/A $200.00 Special District Review Fee (not required for OV district)
$200.00 Development Permit Application Fee.
/IA $600.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a
public waterline, sewerline, sidewalk, street or drainage facilities is involved.)
Ten (10)folded copies of site plan, landscape plan, and dimensioned building elevations (including
signage)
1�/�4 Color and material samples. -5 f9MI77EP I Z/6S/bS -A pizavEr, 00/3/06
✓' A copy of the site plan checklist with all items checked off or a brief explanation as to why they are
not checked off.
NA Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of
approval (if applicable).
Date of Required Preapplication Conference: 2/22if,
NAME OF PROJECT Wm.r PEN CAE E M U LTI I' -tgrese FAc1ury
ADDRESS I O j5 COL 4ArE 17121vA- , Cc-G47'k
LEGAL DESCRIPTION Sr,Fratuocr , r.Acr 6e#
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project):
Name g(G pG.Q�GFj�.
Street Address INC) KeEnf E r TAP' RoA ' City CIS
State Zip Code 778 1S E-Mail Address
Phone Number 76q• ,?jY/$' Fax Number
PROPERTY OWNER'S INFORMATION:
Name CITY of ('O(-LE-+C,>ic ST4TAW
Street Address -1?0a an)( 3.960 City C/s
State 1-"X" Zip Code 77 8 4f7 E-Mail Address
Phone Number 7051•? Fax Fax Number
ARCHITECT OR ENGINEER'S INFORMATION:
Name FA 77E 5c H A 4I7 '�C,75
Street Address 7 / c. 7 XA.S AVE City KCYA J`(
State Zip Code 77803 E-Mail Address Ired a err f Qeh•re
Vli
Phone Number 7 • 'O 3Fax Number 77, •D 727
6/13/03
Page 1 of 6
OTHER CONTACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc.)
Name
Street Address City
State Zip Code E-Mail Address
Phone Number Fax Number
PRESENT USE OF PROPERTY SKIM-TA Agr.-.4
PROPOSED USE OF PROPERTY E (TTA/H M PIT AP-F-4
VARIANCE(S) REQUESTED AND REASON(S) Not-Er
# OF PARKING SPACES REQUIRED HA # OF PARKING SPACES PROVIDED e'I S%
MULTI-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.
0/44/ ei-7/06
Signature of Owner, Agent o.dri•• cant Date
6/13/03 Page 2 of 6
DESIGN REVIEW BOARD
WOLF PEN CREEK DESIGN DISTRICT
STAFF REPORT
Project Manager: Jennifer Prochazka, Planner Report Date: March 17, 2006
E-mail: jprochazka(a�cstx.gov Meeting Date: March 24, 2006
For
WOLF PEN CREEK AMPHITHEATER ADDITION (DRB)
DESIGN DISTRICT REVIEW
Location: Colgate Drive
Applicant: Ric Ploeger, Assistant Director of the Parks & Recreation Department
Item Summary: The proposal is for expansion of the Wolf Pen Amphitheater that
includes offices, a permanent concession area and a Green Room. This item is for
review of the site plan and landscape plan. All other elements of the project, including
elevations, colors and materials, were approved by the Design Review Board earlier this
year.
The proposed site plan meets the minimum requirements for site design (site plan
included in packet). Since the developed park area is not being increased, additional
landscaping is not required. The Parks & Recreation Department has proposed
additional plantings on site and a plan will be available at the meeting. The Unified
Development Ordinance provides the following information, related to this proposal, to
aid the Design Review Board in making a decision:
Relationship of Buildinqs to Site:
• The site shall be planned to accomplish a desirable transition with the
streetscape and to provide for adequate planting, safe and efficient pedestrian
movement, and parking areas.
• Site planning in which setbacks and yards are in excess of zoning restrictions is
encouraged to provide and interesting relationship between buildings.
Administrator Recommendations: Staff recommends approval of the proposal as
presented.
Items for Review:
1. Site Plan
2. Landscape Plan
Attachments:
1. Application
2. Location map
3. Site Plan
4. Landscape Plan (provided at meeting)
1.06 SUBMITTALS
Submit three (3) sets of complete shop drawings and manufacturer's product data sheets in a one-time
submittal for the complete irrigation system. All proposed materials and products are subject to
approval by the Architect/Engineer or Owner.
1.07 COORDINATION AND TIMING
Coordinate installation of irrigation system with related trades as necessary to prevent cutting,
patching, and re-routing.
PART 2 - PRODUCTS
2.01 QUALITY AND BRAND
Unless otherwise noted on the plans, all materials shall be new and unused. Unless otherwise noted,
Toro/Hunter irrigation equipment catalog numbers are used for reference in these specifications.
2.02 POLYVINYL CHLORIDE (PVC)PIPE
A. Main Pressure Line: All main pressure line pipe shall be schedule 40.
B. Non-Pressure or Sectional Lines: Pipe shall be PVC class 200
C. Markings: All pipe and fittings shall have the following information printed indelibly in ink, hot
stamped, or molded thereon: manufacturer's name and trademark, material designation, diameter,
schedule or class, and nsf logo/seal.
2.03 PVC FITTINGS
All PVC pipe fittings shall be solvent weld type, Schedule 40, and of the type recommended by the
pipe manufacturer. No PVC pipe is to be threaded or connected to metal pipe or metal accessories;
use PVC adapter with female thread.
2.04 IRRIGATION HEADS
All irrigation heads are of the named manufacturer, in the nozzle sets, circle angles and series
indicated on the plans, or an approved equal.Heads to be Hunter brand.
2.05 BACK-FLOW PREVENTION
Back-flow prevention is existing
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