HomeMy WebLinkAboutMiscellaneous~n
December 29,192 Ref. No. 0839-55-003-400
Ms. Shirley Volk
Development Coordinator
City of College Station
P.(~. Box 99b0
College Station, Texas 77842
RE: Cinemark/College Station Movies 12
Dear Ms, Volk:
Transmitted herewith for your review are fifteen (15) blueline prints and one (1) Film. Positive
of the Final plat in conjunction .with the above referenced project.. This submittal has been
modified in accordance with staff comments received at the College.. Station PRC meeting on
December 23,1992.
we sincerely appreciate the pity staff's continued assistance with the preparation of this Final
Plat. Please da not hesitate to contact us should you have any question or require .additional
informadone
Sincerely,
LDCKWDQD, ANDREWS & NEWNAM, INC.
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+C ' on N. Taylor, P,
Project Engineer
xc: Urban Architecture
enclosures
Stemmons Tower North, Suite 1200 ®2710 North Stemmons Freeway • Dallas, Texas 75207 •.2141630-1414 ®FAX 2141638-5625
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December 17, 1992 Ref, Na. 4839-55-003-4~
Ms. Shirley Valk
Development Coordinator
City of College Station
P.fJ. Box 996Q
College Station, Texas 77$42
R.E: Cinemark/College Stan.an Movies 12
Dean Ms. Volks
Transmitted herewith for your review is the final Plat submittal package in conjunction with the
above referenced project. The submittal package is in accordance with previous discussions we
have. had with you and other City staff members and consists of the..following items.
1. Final Plat 15 Bluelines
1 Film Positive
2. Blanket Easement Description 5 .Copies
3. (Jff-site Utility .Easement 5 Copies
4. tiff-site Construuction Plans
a. 18-Inch Water 15 Bluelines
b. Deceleration Lane 15 Bluelines
c. Dual 4$-Inch Starm Sewer 1S Bluelines
5. ( Cost Projection For Off-Site Facilities 15 Copies
6. Working Copy of On-Site Drainage Area Map with - ~ 1 Copy
Preliminary Drainage Area, Inlet and Storm
.Sewer .Calculation. Exhibits far Deborah Keating
to utilize in reviewing Item 4.c above
7. Check from Cinemark U.S.A., Inc., far the., $75.00 Filing Fee
Stemmons Tower North; Suite 1200 • 2710 North Stemmons Freeway ®Dallas, Texas 75207 • 2141630-1414 FAX 2141638-5625
Conference Memorandum Date: -11/ 24/ 92 Project Number: 08.39-55-003-400
Routing Data Code 1.5
Attendees urley folk -Development Coordinator, College Station
Veronica Morgan -Assistant To City Engineer, College: Station
Debbie Keating -Drainage Projecx Engineer, College Station
Tony Michalsky -Electrical Operations Coordinator, College Station
Jane. Kee -Senior Planner, College Station
Dean Sharp...- WaterlWastewater Maintenance Supervisor, College Station
Samantha Smith -, Water/Wastewater Engineering Assistant, College Station
Mike Spain -Fire Inspector, College Station
Mark Dunton -LAN
Cliff Taylor -LAN
Purpose Pre-Work Conference
Discussion
The following is our understanding;. ofthe subject matter covered in this conference. If this differs from your understanding, please
notify us in writing within five days.
See attached.
Distribution Attendees Prepared By
.Joe Sri th -Urban -Architects Signature ~ ~ .
Print Name j f t0 n N. Td l r P E.
This memo is to°beprepared. bythe conference chairperson. -
1. The Master Preliminary Plat, Impact Studies and Site Plan submitted previously by others
has been approved by: the City of College Station with the stipulation: that comments
contained in the Project Review. Committee Report, dated October 16, 1992, be
incorporated into hese documental
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2 Final `Plat
a. Lot 1 and the alley, inclu -ding, he private access easement adjacent to Sarm's and
Furrows from Lot 1 south to State :Highway (SH.) 30, must be .included in the
Final Plat. Lot 1P may or not be platted at this time, depending. upon whether it
is to the advantage of Cinemark to do so. It will be Cinemark's ;decision to
include Lot 1P The City will require verbiage on the Plat. if Lot 1P is included
to the extent that the City will not be responsible for providing utilities to Lot 1P
once it is platted. Cinernark has stated previously to the City that they wish to
defer installation of utilities o Lot 1P at this time. College Station stated .that .this
~' rocedure would be acceptable provided that the approprateverbiage was added
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to the Final Plat. The Development Agreement. between Cinemark and College
i~ Station will address this issue in more detail.
b. The Final Plate must include all utility easements. A blanket easement covering
the entire ite may be utilized in lieu of individual easements, if desired by
' r 1 more.. ra idl . Should a blanket
Cinemark, in an effort to p ocess the p at p y
easement be included with the Final Plat, an "As-Built" .:Plat will be required
following completion of construction depicting the location of all required
individual easements. The "As-Built" Plat will remove the blanket easement.
c. In processing the Final Plat, only those .utility, drainage and paving improvements
associated with the...plat will be required. On-site improvements, including water,
sewer, drainage, grading and paving are not required for processing and approval
of the Final .Plat. These items ma be submitted se aratel or ma be included
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with the Final Plat Package...
d. verification of ownership must be performed and shown correctly..: on the Final
.Plat by Cnemark The City will not verify this information.
3. Utilities
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a, water
,~ , ~~ . ~ }; 1 Extension of the existing 18-inch :water main in the State Highway (S.H.)
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4 ~~~ ~ ~ ~~~~~ 6 rl ht-of :way will not be required at this time.
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~~ ~ ~~ ~ ~~ ~ ~ 2 The on-site 8-inch water main shall be loo ed from the existin 18-inch
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~~~ in S.H. _ 6 throw h the. ro ert to the existin 8-inch. water main located
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in the Sam's Tract.
3) The looped water main, including fire- hydrants, must be in an easement.
4) Connection to the 8-inch main in the Sam's Tract will require an easement
to be negotiated by Cinemark with wal-Mart representatives..
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5) Minimum and maximum .water demands shall be included on the plans to
facilitate review. by the City.
b. Sanitary Sewer
1) Outfall for the sanitary. sewer serving Lots 1 and 1P shall be installed in
an easement through the xeserve tract to the existing 21-inch outfall
:paralleling Carter's Creek.
2} A manhole will be required at the point the new sanitary sewer connects
to .the existing 21-inch main.
3}_ Design loads shall be .included on the plans to facilitate review by the City.
4) The City strongly suggested_ allowances. be made fore the .installation of a
future holding tank in the event the existing 21-inch sanitary. sewer main
reaches capacity. They suggested designing the sanitary ewer main such
that if the holding facility `is required in the future, the sewer. main will not
have. to be replaced. The holding tank was discussed in the Impact Study.
c. Storm Sewer
1) A Drainage Development. Permit is required for this project. The permit
shall be prepared in accordance with City of College Station guidelines.
2) ~ The Drainage Development Permit must be approved. prior to approval of
the Final Plat.
3) Easement(s) are required to convey he storm sewer from Lot 1 to Carter's
Creek.
4) A Pollution Control Plan is required and shall be submitted to the
Environmental Protection Agency.
5) Storm sewer improvements .shall. be designed fora 10-year storm event.
Provisions shall be made for containment of the 100-year. storm overflow.
_b) Parking may be constructed,within the ..limits of the 100-year floodplain.
The proposed alley extension is not required to be removed from the 100-
ear floodplain. However,: at. lest gone traffic lane~l,2 feet in wid~~)~o;mu~t
be clear Burin tlie_ eventI~~,~~pA~.~
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7} Cinemark may remove that area show on the Master Preliminary Plat as
bein within the 100-year floodplain without modifying the current HEC2
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model for Carter's Creek. However, should Cinemark desire to remove
this area from the 100-year floodplan and have the 100-year flood.:
inundation line removed for insurance purposes, a FEMA Letter of Map
.Revision will be required.
d. Fire Protection
1) The Fire Inspector requested that the fire department connection. (FDC},
including the backflow preventor, Siamese, and a dire hydrant, be located
on the :north side of the proposed struucture.
2) The Fire Inspector requested that the FDC be located on the building' side
of the fire lane at the location pecified above.
3) The fire. inspector requested that a distance of approximately 50 to 70 feet
between the FDC and the nearest dire hydrant be incorporated into the site
plan design.
4) The Fire Inspector ..stated that... sprinkler plans ..will be required and
requested they be submitted as soon as they have been prepared.
5) ,A fire .hydrant is required within 300. feet of any portion of the proposed
building.: The 300. feet shall be based on hose.:: lay length,
e. Electric
1} Electrical service will come from an existing transformer. within the Sam's
Tract.
2} Connection to the existing transformer .within the Sam's Tract will require
an easement to be negotiated by Cinemark with wal-Mart representatives.
3 A letter re uestin electrical service must be submitted to the Co11e e
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Station Electrical Division in accordance with their criteria.
f. Gas
1} Gas will be provided by Lone-.Star Gas.. Existing gas mains are located
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within the S.H. bright-of-way adjacent to the Sam's :Tract as well as
within.: the Sam's Tract adjacent to the north property line.
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~ 2) Easements may be required in accordance with Lone .Star .Gas
requirements.
g. Telephone
1) Tele hone :service: will be provided by GTE. Existing telephone facilities
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are located within the.right-of way-of S,H. b and adjacent to S.H. 30.
4, The Cit of Colle a Station requires fu11 compliance. with the Americans With Disabiliries
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Act of 1990.
5, The City stated that they would work -with Cinemark in an :effort to review and approve
the Final. -Plat and site development plans as expeditiously as possible. To this .end, the
following schedule was discussed as plausible provided all information required for the
Final Plat is submitted with the Final Plat... The secondaly dates would prevail should the
Cit be unable to provide review comments to LAN by January 4,1993.
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TARGET DATES
TASK PRIMARY SECaNDARY
Submit Final Plat and Related Documents 12/18/92 12/18/92
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Receive Review Comments From City 1/04/93 1/18/93
Submit Final Plat M lar for PRC Meetin 1/06/93 1/20193
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Revise Final Plate and Resubmit 1/15/93 1/29/93
Plannin & Zonin Commission Meeting 1/21/93 2/04/93
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City Council Meeting 2/11/93 2/25/93
Final Plat. Filed For Record By City 2/12/93 2/26/93
is 6. The Ci stated that two kinds of :permits are issued by the .City for development .projects.
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These are a Drainage Development Permit and a Building Permit. The Building Permit
can. include the issuance of aSlab-only Permit and must be accompanied by a foundarion
plan and a plumbing plan. "Red Iron Permits" are, not issued by the City.
7. knee a Drainage Development Permit is issued,. site clearing and grading may begin. The
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Finale Plat, as stated previously; cannot be approved until. the Drainage Development
Permit is issued.
8. The Planning and Zoning Commission meets on the first and third Thursday of each
month (except December).. The City Council meets on the second and. fourth Thursday
of each month (except December).
9. Building plans may be submitted separately from the site plans.
10. All water, sanitary sewer, storm sewer and paving improvements shall be designed and
cons ructed in accordance with City of College Station standard details.. These standard
details must be included in the construction drawings.
11. _ The trash compactor:.at the back of the building .will require screening on three..sides in
accordance with .the City's standards.
12. The dedication of the alley from Lot 1 south to S.H. 30 will require enough space to
accommodate the pavement plus at least 9 feet for aone-way bike path.
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of rence Memorandum Date: 12/03/92 Project Number: 0839-55-003-400
~ Co e
Data Code 1.5
Discussion
The following is our understanding of the ubject matter covered in this' conference. If this differs from your understanding, please
notify us in writing within five days
See Attached.
Distribution Prepared By
Attendees
Si nature r
J. Smith-llrban Architecture g ~
Print Name C l' ton N. Ta vl o r. E o
This memo is to to prepared by the conference chairperson. ~~u'~~au
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1, The City stated that extension of the existing 18-inch water main :within S,H. 6 right-of-
way. wily.. be required. Should Cinemark wish o request oversize participation, a written
request is required. Cinemark may request a waiver of this requirement (water main
extension) for the .City Council to consider. The staff is supporting the extension.
2. The City stated that they will require a two party Development Agreement to be executed
between the bank-and College .Station, not a three party agreement between the bank,
College- Station and Cinemark. The reason for this requirement, according to City
ersonnel, is because he bank was the lattn entit for the Master Prelimin Plat.
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The City stated that the bank and ~inemark may enter into a separate agreement
independent of the City.
3. The pity has agreed to waive the submittal.. of certainmaterials with. the Final Plata so that
Cinemark rna submit the Final Plat on December 18, 1992.. The Ci stated that a
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building permit will not be issued nor will the Final Plan be approved and filed for record
until- all Finale Plat submittal materials as weH as the site development con traction
documents are submitted, reviewed and: approved. As such,. the materials to be submitted
with the Final .Plat on December 18,1992, are as follows:
a. Construction Documents .with Cost Projections
1) Uff site. water within S.H. b :right-of-way.
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2} Off-site storm sewer, including easement(s) as separate instrument(s).
3) Deceleration lane within S.H. b.
b. ,All other items per .Final Plate Check Llst provided by College Station, including
Drainage Development Permit.
4. Final Plat submittal materials .which may: be submitted separately from the Final Plat are
as follows:
a. Off site sanitary sewer.
bl Alley extension paving and drainage.
c. A11ey extension lighting plan.
d. Alley/S.H. 30 intersection modifications, including culvert, to effectively eliminate
the existing "dip".
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5. ~On-site development construction documents; may be submitted separately .from: the Final
Plat.
6. The :pity stated that the "dip" in the alley at S.H. 30 must be eliminated. Coordination
with TxDOT regarding storm drainage concerns will be accomplished by College .Station.
~, LAN suggested that a culvert be designed under the alley with TxD~T's concerns in
mind and with the understands that tract adherence to these h draulic concerns would
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most likely be cost-prohibitive for Cinemark. The City agreed to this procedure.
7. The City stated that the deceleration lane within S.H. 6 must be included with this project.
They stated hat they would handle the coordination with TxD4T.
8. The City stated that, depending upon the extent of cooking facilities proposed for the
theater, a grease trap may be required. LAN will discuss this item with Urban
Architecture and `then contact the City.
9.
,, The Cit stated. that additional ca acit ma be available in the existin 21-inch- sanita
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n sewer paralleling Carter Creek as' a result of the construction of downstream facilities.
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~ The actual volume isnot ~ et -known and ma still re uire on-site story a durin eak
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,, eriods should the 21-inchbeeome surchar ed. As an .alternative, .the Ci stated that. the
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~i 8-inch main installedwithinthe alleyadjacent to theSam's Tract may serveas am outfall
'~ for the Cinemark develo ment rovided the existin $-inch ~~ is dee enou h. ~~ The Cit.
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,~ stated that on-site story a Burin eak erods would not be re uired should ~ the $-inch
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alternative be selected b Cinemark. The Ci is still invest atln this situation and
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~~ anticipates having a definitive answer by Friday, December 4,1992.
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10.
The City stated that they preferred the alignment of the on-site water o parallel and abut
'i the north property line to eliminate future connection and easement problems when the
`~ tract to the north is develo ed. A loo ed confi oration around the buildin and
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connection to the existin 8-inch main in the Sam's Tract was. also " referred b the Cit .
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~~ 11.
The City stated that the water and sanitary sewer may. be in the same easement, provided
a minimum horizontal separation of 9 feet is maintained.
12, The City stated that if the future restaurant pad is earmarked for ground .lease, then the
sanitary sewer serving this structure may be a private line. If Cinemark is planning to
replat this. as a separate lot in the future, he sanitary sewer serving this area shall be
designed. and constructed as a public main and included within an .easement. It may be
to Cnemark' :advantage to follow. the latter scenario.
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13. Since Lot 1P will not be platted at :this time, special wording. for..utilities will not be
required for the Final Plat.
14, -Due to the nature and timing of the design and construction of .the various utilities needed
to serve the building, a blanket easement in lieu of individual easements appears to be the
. most advanta eous to Cinemark in ~ light of the: December 18,1992 Final Plat submittal
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date. An amended plat would have to be prepared and submitted following construction
de icting the location of all on-site utilities. The blanket easement would be removed
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when the amended plat is filed for record. The. City stated that the: same procedure
re wired for the approval of Final. Plat with blanket easement will be required for the
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amended Final Plat. It is the responsibility of Cinemark to field-tie -all .utilities during
construction to insure the accuracy of all easements shown on the .amended :Final Plat.
The Cit stated that the blanket easement does not have to be submitted with the Final
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Plat..... It can be submitted with the site plan.: Further, if LAN submits a metes and bounds
description of the blanket easement to the :City, their legal department will prepare the
', easement document and forward it to LAN.
15. Profiles of storm.. sewer and/or .channel improvements are preferred by the City but not
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required.
'; 16. Separate full plan shut(s) and full profile: sheet(s) .for water, sanitary sewer. and storm
., sewer im rovements ma be utilized in lieu of combined lan and rofile sheet(s)
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provided.: they. are clear and understandable.
17. A backflow prevenrion device is not required for domestic water service, but is
permissible.
1 S. A backflow prevention .device is required for fire. service to the building. The preferred
location is in a vault installed outside `the buildin .The device may be installed in the
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~~ s rinkler room rovided an exterior door with amaster-ke ed lock is rovided.
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19. The fire department connection. may be relocated to the south side of the building in lieu
of the north side location provided all requirements are met regarding backflow
prevention device, Siamese connection, fire hydrant within b0 feet of .the Siamese
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connection as well as fire vehicle and fire personnel accessibility. A separation between
exterior finished grade and interior finished floor elevations is permissible provided
accessibil of fire department vehicles and personnel. is provided. An exterior door far .
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{ access b fire de artment ersonnel is not re wired rovided the backflow reventlon
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device is installed in a vault outside the building.
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- 20. The City will research the specific requirements .regarding the bikeway along the alley for
this project and- contact LAN.
Z1. Cinemark will be responsible for coordinating the installation of gas, telephone and
electric service td the building,
2Z, The City stated than Cinemark must.. request electrical service in writing...., The. City's
electric department will design all required improvements and :provide the plans for
inclusion in the construction documents for bidding. Cinemark will be required to have
.the underground conduit(s) .installed and :the City's electric department will install the
transformer, wiring and related appurtenances..: Cinemark must pay he cost differential
between overhead and underground service,. prior to coastrliction.
Z3. ~ The City requested that a triangular. shaped ..island be added to the proposed median
.associated with the driveway, and deceleration lane within the S.H. bright-of-way for
safety purposes and .traffic channelization.
24. The City stated that fire lanes do not have to be shown on the Final Plata They do have
to be shown on .the site plan.
Z5. The City stated .that the alley is considered a commercial street.. As such, one 12 foot
wide traffic lane at the center of the alley must remain clear forethe design storm. The
design storm shall. have a return: period of 10 years. Removing the alley from the 100-
year floodplan may not be necessary. The current Flood Insurance Rate Map: prepared
by FEMA shall be-used to determine the 100-year floodplan :elevation. unless LAN. takes
exception to this elevation.
Z6. The City will provide LAN permissible turning radii for fire lanes.
27. The fire department will review the lane marking designations for the. proposed alley
modifications at S.H. 30. LAN-.will contact. the fire. department on Monday, December
7,1992, for any comments.
28. The City .suggested that the light standards for on-site lighting and for the alley lighting
be patterned after the lighting ...standards. installed for the Sam's Tract. The fighting will
be private, will not be maintained by the City and will be metered, This applies to the
alley as well as on-site bighting improvements.
29. Temporary. power for construction will most likely be prodded from overhead source
. unless the permanent underground service is approved and. all fees paid.
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30. Should Cinemark desire to screen the transformer, the City's electric department has an
approved screening wall design which may be incorporated into. the.. construction
documents. Cinemark must request this' along with. their electric service per Item 22
above.
31. A Cover Sheet with correct sheet. index s required for the_ site development plans.
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32. Minimum and maximum. design flows are required for he proposed domestic .:...service
-meter and shall be shown on the on-site development plans.
33. A separate striping plan is not required pra~ided adequate information is included on the
site plan.
34. Maximum. and minimum grades for-.the parking lot, per the City's subdivisionregulations,
'' shall be 6% and 04% res ectivel
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35. Maximum side slope grades shall be 41. Side. slopes of 3:1 are permissible with slope
stabilization such as concrete rip-rap or geotechnical fabric.
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AGENDA ITEM CaVER `..SHEET
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Cit Council Regular Meeting Page 2
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Thursday, January_28 1993
~ royal for the service of renting and cleaning employee
(1.6) .:App
uniforms. Funds are available as budgeted in the General,
Unlit and Sanity ion Funds for FY 1992-93 Staff recommends
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to G&i~ Services which was second low bidder on original
award
bid. This a reement will be for a three ~3) year,. period. Total
price for one year is $62,284'.00:,
.7 A royal of vehicles through the State Purchasing and
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General Service Commission on State Contract to various low
bidder 'Funds are available as budgeted in the General,
Unlit BVSWMA and Fleet Replacement Funds. Total expenditure
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$30~~,72200.
ORDINANCES
1.8 Ratification of revisions to the .ordinance amendment. to
~ ,
Chapter 11, Utilities, :Section 3, Water-and Sewer Main Extension
Policies. This amends the method of calculating a fee for water
~~ and sanitary'sewer main extensions :within the ;City Limtsfrem
pro rata to acreage fees. It is: necessitated by statutory
-chars es in the aocal government code which prohibit pro rata.
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This ordinance would be~ applcab e to residential and ...commercial:
ro ert owners who wish to extend water or sewer to their
p p y cost from
property and enables the.,.property owner to recover the
others who connect to the main.
PLATS
1.9) Approval of a Final Plat for Nantucket :Phase 3 and
consideration of a Revised Master Preliminary Plat for Nantucket
Subdivision. Planning and Zoning Commission recomr~endedapp~oval
at their...January 7, 1993 meeting.
1.10 A r-oval of a Final Plat for Elliott Subdivision located
} pp
along the south side of Graham Road. Planning and :Zoning
:recommended approval at their January 7, 1993 meeting.
1,11 A royal. of a Final Plat for Gateway Park `Subdivision, Lot
) pp
1 Block 1. A 1 cant is Cinemark USA (9 3 --2 01) . Planning and
pp ~~
Zonn recommended approval with staff recommendations.
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{1.12} Approval of a preliminary plat for the:..Oakbrook V y
Subdivision located on the north side of Deacon approximately
450.' east of ~tellborn Road.. Applicant is Dwayne Faltysek.
CONTRACTS
1.13) Approval for staff `to-enter into a contract with camp
~ ,
Dresser & McKee in the amount of $93,364 for engineer ng ervice
at the Rock Prairie Road Landfill for the design and testing of
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clay 1_iners'and barrier walls. Project #BV-9301. BVSWMA Board
recommends approval of the contract.
Count man i~ennady removed consent Agenda Item No. 1.6 anal 1.13.
Thee remaining items ~rere approved by common consent.
Consent Item No. 1.6 -Approval `for the ervice of renting and
cleaning employee uniforms,
Councilman xennady made a motion to approve the contract for the
~ ~
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30' UTILITY EASEMENT
BEING a 0.270 acre tract of land situated in the. Richard Carter League, Abstract No. 8 in the
Cit of Colle a Station, Brazos Count , .Texas and being a portion of a called `66.17 acre tract
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of land conve ed to United Savings Association of Texas, FSB as described by deed. ,recorded
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in Volume 968, Pa a 830 of the Official Records of Brazos County, Texas, said 0.270 acre tract
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~'~ of land bein more articularl described as follows:
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COMMENCING at a 1/2-inch iron rod found in the northeasterly right of-way of State Highway
No. 6 East B ass a variable width ri ht-of wa }and ben the westernmost .corner of said
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b6.17 acre tract of land;..
THENCE North. 41°38'57" East along the. northwesterly line of said bb.17 acre tract of land for
~ a .distance of 935.68 feet Ito a 1J2-inch iron rod set for the POINT OF BEGINNING;
~' 'n in on said northwester) line a distance of 380.29 feet
THENCE North 4138 57 East contl u gal g y
to a oint for- corner in the center of Carter's Creek;
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TI-~NCE North 87°28'26" East with the center of said creek, a distance of 41.83 feet to a point
of center;
'~ THENCE South 41°38'57" West a distance of 404.:13 feet to a point in a curve to the right
Navin a radius that bears North 28°25'.4$" East a distance of 275.00 feet;
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THENCE northwesterly with said curve to the right through a central angle of Q6°21'04°' for an
arc distance of 30.48 feet achord- bearing of North 58°23'40" West and a chord .distance of 30.47
feet to the POINT OF BEGINNING;
CONTAIrJING a computed area of 11,775 square feet or 0.270 acres of land.
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