HomeMy WebLinkAboutResponse to Staff Comments & McCLURE & BROWNE, ENGINEERING /SURVEYING, INC.
V ° • 1008 Woodcreek Dr., Suite 103 - College Station, Tx. 77845 - (979) 693 -3838 Engineer Reg. No. F -458
1314 10th Street, Suite 210 • Huntsville, Tx. 77320 • (936) 294 -9749 Survey Reg. No. 101033 -00
April 11, 2012
Morgan Hester
Staff Planner
Planning & Development Services
City of College Station
Post Office Box 9960
College Station, TX 77842
Re.: Indian Lakes Phase 13
Staff Review Response
MBESI#: 1062 -0030
COCS #: 12- 00500062
Dear Ms. Hester:
Below is the summary of the revisions made per staff's comments:
PLANNING (Reviewed by Morgan Hester Date: March 29, 2012):
MENT #1: Please update the Certificates of Ownership and Dedication and Notary Public
Certificate to reflect the proper grammar and language; this includes removing an "(s)"
where applicable and revising both to reflect how they read in the UDO.
ACTION #1: See revised plat.
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OMMENT #2: Please remove the Certificate of City Planner as this plat will receive approval from the
Planning and Zoning Commission.
ACTION #2: See revised plat.
CO M ENT #3: Please add the note that is shown on the Preliminary Plat reading "A street connection
along the south side of Anasazi Bluff Drive will be provided in a future phase. The
street connection will be provided in a manner consistent with the City of College
Station's Subdivision Regulations with respect to block length requirements."
ACTION #3: See revised plat.
MENT #4: Indian Lakes Phase 13 Preliminary Plat 11- 00500163 was included with changes to
the acreage and total Tots that were previously approved by the Planning and Zoning
Commission. Please submit an application for Phase 13 Preliminary Plat as its own
new project.
ACTION #4: Duly noted.
MENT #5: Please be aware that construction documents are still under review and may affect the
plat.
AC ON #5: Duly noted.
Indian Lakes Phase XIII Final Plat Page 1 of 3
City Comment Response Letter
COMMENT #6: Please note that you, the applicant, are responsible for scheduling the plat for
consideration by the County Commissioner's Court and for getting the County Judge's
signature on the Mylar after they approve the plat.
ACTION #6: Duly noted.
ENGINEERING (Reviewed by Erika Bridges Date: April 9, 2012):
COMMENT #1: Please provide a 20 -ft PUE at the rear of each lot.
ACTION #1: See revised plat.
COMMENT #2: There are previously platted Tots bordering the Common Area which need an
additional 10 -ft PUE to be dedicated with this phase (in order to provide the required
total 20 -ft rear lot PUE).
ACTION #2: See revised plat.
COMMENT #3: Please provide a PUE between Lot 1, Phase 13 and Lot 21, Phase 11 in order to
provide a total 20 -ft side lot PUE.
ACTION #3: See revised plat.
COMMENT #4: Indian Lakes Phase 13 Preliminary Plat 11- 00500163 was included with changes to
the acreage and total lots that were previously approved by the Planning and Zoning
Commission. Please submit an application for Phase 13 Preliminary Plat as its own
new project.
ACTION #4: Duly noted.
COMMENT #5: Please be aware that construction documents are still under review and may affect the
plat.
ACTION #5: Duly noted.
COMMENT #6: Please note that you, the applicant, are responsible for scheduling the plat for
consideration by the County Commissioner's Court and for getting the County Judge's
signature on the Mylar after they approve the plat.
ACTION #6: Duly noted.
COMMENT #7: Sh. 3 — the waterline needs to be DR14, Class 200.
ACTION #7: The construction plans have been designed in accordance with the guidelines and
ordinances that were in place when this project was originally master planned.
COMMENT #8: Sh. 3 — A 6 -inch waterline is allowed to extend a maximum of 800 ft and must
terminate in a fire hydrant or blow -off.
ACTION #8: The construction plans have been designed in accordance with the guidelines and
ordinances that were in place when this project was originally master planned.
COMMENT #9: Sh.3 — The minimum 4 -ft cover over the waterline needs to be provided throughout.
ACTION #9: The water line will have 4 -ft cover. The natural grade profile line shown on the plan is
for the existing ground at the center of the street. The proposed grade over the water
line is at least 4' deep.
COMMENT #10: Sh.3 — Fire hydrants are required every 1,000 feet.
ACTION #10: The construction plans have been designed in accordance with the guidelines and
ordinances that were in place when this project was originally master planned.
Indian Lakes Phase XIII Final Plat Page 2 of 3
City Comment Response Letter
COMMENT #11: Provide City Standard Details for the waterline (with the exception of the water
service crossing).
ACTION #11: The plans have been designed in accordance with Wellborn Water standards.
COMMENT #12: Sh. 5 — Please label the proposed contours. It appears that some proposed contours
are not meeting up with the existing contours.
ACTION #12: See revised plans. The existing contours are 2' interval per the city's mapping
system for clarity purposes. The proposed are 1' interval and match the contours of
the survey data collected.
COMMENT #13: Please provide water and drainage reports.
ACTION #13: See attached.
If you have any questions or additional comments, please do not hesitate to let me know.
Sin erely,
L..�I• •ertson.
��- Presi ent- Engineering
Indian Lakes Phase XIII Final Plat Page 3 of 3
City Comment Response Letter