HomeMy WebLinkAboutStaff CommentsCOLLEGE STATION
P. O. F3ox 9960 1101 Texas Avenue College Station, TX 77842
Tel: 409 764 3500
MEMORANDUM
April 20, 2000
TO: Michael McClure, McClure Engineering, Via fax 693-3838
FROM: Natalie Ruiz, Development Coor ina or
SUBJECT: Edelweiss Estates Phase 14 -Final Plat
Staff reviewed the above-mentioned final plat as requested. The following page is a list
of staff review comments detailing items that need to be addressed. Please address
the comments and submit the following information by Tuesday, April 25, 10:00 a.m. to
be placed on the next available Planning and Zoning Commission meeting scheduled
for Thursday, May 4, 2000, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas
Avenue.
Ten (10) copies of the revised final plat; and
The Mylar original of the revised final plat with the owner's signature.
The construction documents for this phase have been reviewed and are available for
pick-up in our office. If you have any questions or need additional information, please
call me at 764-3570.
Attachments: Staff review comments
cc: Steve Arden, Brazosland Realty, via fax 846-0652
Jim Crowell, Begonia Corp., via fax (713) 652-4926
Case file #00-73
Home of Texas A&M University
STAFF REVIEW COMMENTS
No. 1
Project: EDELWEISS ESTATES PH. 14 (FP) (0-73)
1. Certificate of ownership & dedication should reflect Phase 14, not Phase 16.
Reviewed by: Ted Mayo
Date: 20-Apr-00
Staff Review Comments Page 1 of 1
V
ENGINEERING REVIEW
COMMENTS No. 2
EDELWEISS PHASE 14&16
Street /Utility Improvements
1. Front sheet-- Index -- FREDERICK should be FREDRICK.
2. Final Plat Phase 16--Back of lots between Blk. 12 & Blk. 13--add note-- 20'
P.U.E.
3. Sheet 7--Neuburg Court--East side--Note 5' P.U.E. should read 10' P.U.E.
West side--Pro. 6" wl arrow points to property line.
4. Sheet 14--Inset "B" -- 8"x 6" Tee--should be 8"x8" Tee
5. Sheet S-1--Cast in place Sloped Headwall Detail--add detail for double
pipes.(two 24" RCP at Hannover /Wellborn Rd.
Engineer's Estimate
Paving:
1.Please add quanties etc. for concrete pavement at junction of Neuburg Court
and Sophia Lane. (approx. 600 S.Y.) Adjust asphaltic concrete quantities if
appropiate .
2. 4" Sidewalk--change to Sidewalk (estimate includes both 4"&6" )
Drainage:
1. Item 15--634 L.F. should be 690 L.F.--Note two 24"x56' RCP under Hannover
@ Wellborn Road.
2. Item 16--102 L.F. should be 61 L. F.
3. Add item after 24 for sloped headwall for double 24" RCP-2 each. (culverts
under Hannover @ Wellborn Road ).
Water:
1. Item 46--Quantity--4 instead of 3.
Sewer:
1. Item 58--Quantity--10 instead of 14.
Drainage Report (revised )
1. Page ii-- DRAINAGE DESIGN CRITERIA should be page 3 not page 2.
2. Page Exhibit C-3 Inlet No.: 1B should be 1; 2B should be 2 ; 4 does not
flow thru a pipe ; 9A is not an inlet ; 9B should be 9 ; 10A is not an inlet ; 10B
should be 10.
3. Page 2--last paragraph--Exhibits C&D use drainage area Pond ; "Bypass1 ";
Bypass "2" as --- Pond should not be included.
4. Page Exhibit C4--Culvert Description--Hannover @ Wellborn Road.
5. Page Exhibit D-2--does not show Bypass "2".
Development Permit
1. TXDOT Permits are required for the culvert/driveway installation at Hannover
Street intersection with Wellborn Road as well as the ditch regrading and
concrete flume downstream of the detention pond.
2. An EPA NOI is required for this development.
3. HOA covenants to maintain detention pond not submitted.
Reviewed by: Ted May~~~" Date: 16-May-00