HomeMy WebLinkAboutMiscellaneousMINIMUM REOUIRENIENTS FOR FINAL PLATS
ALL. CITY ORDINANCES MUST BE LLOWING:
INCLU~ING BUT NOT L[MITED TO THE FO
(Requirements based on field su~~ey and marked by monuments and markers)
f~ 1. Drawn on 24" x 36" sheet to scale of 100' per inch.
®" 2. Name & address of subdivider, recorded owner, planner, engineer and surveyor.
^ 3. Name & address of all lenders on the property.
^ 4. Name & address of all easement holders.
L~ 5. Proposed name of subdivision (not spelled or pronounced similarly to any other subdivision
in Brazos County, Texas).
6. Date of preparation, scale in feet and north arrow.
C~' a. key map (vicinity map) not necessarily to scale.
CY 7. Application fee.
^ 8. Approved constriction documents on 24" x 36" sheets.
,..~ ^ 9. Paid tax certificates from City of College Station, Brazos County and the C.S.LS.D.
10. Total area intended to be developed.
11. Subdivision boundary lines indicated by heavy lines.
l~' 12. ~eirtificate of Ownership & Dedication;
sCei-tificate of Surveyorship and/or Engineer;
.certificate of City Engineer;
Approval of Commission;
Approval of City Council;
sEertificate of the County Clerk
j (Owner(s)' signature(s) must be in place before taking plat to P&Z for consideration).
t,~Y 13. Number of lots.
~" a. number of lots by Zoning District.
b. average acreage of each residential lot by Zoning District.
14. Approximate area of street right-of--way.
15. Proposed parkland dedication information. (~~~ ~
16. Requested oversize participation items, if any.
17. Location of the One Hundred Yr. Floodplain according to the most recent available date.
18. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch.
^ 19. Exact location, dimensions, name and legal description of all existing or recorded streets,
alleys, resei~~ations, easements or other R.O.W. within the subdivision, intersecting or
contiguous with boundary or forming boundary with accurate dimensions, bearings or
deflection angles and radii, area, center angle, degree of curvature, tangent distance and
length of all curves.
® 20. Same information for proposed streets, alleys, etc. as preliminary plats.
^ 21. Lot corner markers and sui~~ey monuments (by symbol) and tied to basic survey data
^ 22. Street, alley, and sidewalk plans, profiles and sections, with specifications and detail cost
estimates.
^ 23. Sanitary sewer plat with 2 foot contours, plan and profile lines, showing depth and grades,
with cost estimates.
^ 24. Water line plat showing fire hydrants, valves, etc. with specifications and a detailed cost
estimate.
^ 25. Storm drainage system plat with 2 foot contours, street lines, inlets, storm sewer and
drainage channels, with profiles and sections, and showing drainage and runoff areas, and
runoff based on S, 10, and 2> year rain intensity. Detail drainage structure design and
channel lining design if used, with specification and detail cost estimate.
^ 26. Street lighting plan showing location of lights, design, and with specifications and detail cost
estimate.
^ 27. Submit a statement addressing any differences between the final plat and approved Master
Preliminary Plat & Plan.
^ 2S. Indicate any variances requested and reasons for same.
^ 30. Are there impact fees associated with this development?
^ 3 1. Add a general note that no private sewage facility may be installed on any lot in this
subdivision without the issuance of a license by the Brazos County Health Unit under the
provisions of the private facility regulations adopted by the Commissioners Court of Brazos
County, pursuant to the provisions of Section 21.004 of the Texas Water Code.
fomn~plmi~lnlpia~~SA<
Printed by Natalie Thomas 8/22/95 3:14pm
From: Tony Michalsky CONFIRMED
To: Natalie Thomas
Subject
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===NOTE=====---=-=====8/22/95==2:19pm=====__________________________________
Here are my comments for tommorows PRC meeting. If you have any question
let me know.
College Station Personal Care Facility
Requirements
Underground service per city requirements.
Developer is responsible for 20% of the cost of electrical
service to property..
Developer installes all conduit per city design and requirements.
Developer pours concrete transformer and junction box pads per
specs.
Electric Service Request Form, (fill out and return form).
Temporary Blanket Easement for construction purposes, (fill out
and return form with property description and deed), Upon
completion of project permanent meets and bounds descriptive
easement will be necessary to release blanket easement
(20 ft. public utility easements).
Information Needed
Service voltage needed.
Load Data
Main breaker size (outside disconnect required).
Meter & Ct's will be located on transformer.
Willow Run Phase One
No comments.
College Station Buisness Center
No comments.
Parkway View Addition
Requirements
Underground service to all lots.
Developer installs all conduit per city design requirements.
City will design and provide plans for installation.
Service conduit also installed by builder of duplexes from
du-plex to transformer.
Electric Service Request Form (fill out and return).
Developer is responsible for 20% of the cost of electrical sercive
to property.
Other Comments
Pole and anchor is located on lot 5, request was made about cost
to relocate to island across alley. Doesn't seem to be an
easement covering the island. Approxamate cost $2000 to
$2500 dollars.
Page: 1
`~ CITY OF COLLEGE STATIOI`I
®/ Engineering Division
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KOPPE CORPORATION
310 University Drive East College Station, Texas 77840
January 15, 1996
Mr. Kent Laza, P.E.
City Engineer
Department of Development Services
P.O. Box 9960
College Station, Texas 77842-9960
RE: LETTER OF INTENT FOR IMPROVEMENTS TO
WALDEN POND WITH DEVELOPMENT OF SURROUNDING PROPERTY
CRAWFORD BURNETT LEAGUE -ABSTRACT NO. 7
COLLEGE STATION, BRAZOS COUNTY, TEXAS.
Dear Kent,
This letter is written to confirm the intention of myself, Edsel Jones, to make
drainage improvements to Walden Pond at such time as I develop the property I
currently own adjacent to Parkway View Addition. (See the attached sketch.)
This adjacent property in question is bound by the following roadways and
proposed roadways: the extension of Southwest Parkway, Luther Street, Jones-
Butler Road, and Woodsman Drive (running parallel to Holleman). This entire
region is tributary to the Walden Pond drainage basin.
Parkway View Addition is the first step of development within these bounds and
is being constructed by Mr. Joe Courtney at this time. The Courtney property is
a 1.07 acre tract which will contribute a small increase of 2.3 cubic feet per
second to runoff flow draining to Walden Pond. Improvements to Walden Pond
shall be sufficient to accommodate this additional runoff from Parkway View
Addition as well as the projected increases with the development of the
remaining subject properties. These increased runoff volumes shall be stored
and metered through increased capacity and adjustments to the outlet control
design of the Walden Pond facility.
Respectfully Shbrr~~itted,
KOPP~ORPORATION
Witness: Earl Havel of Garrett Engineering
®Q c~. fps ~ ®~ a ~ ~ n .~ ~ ~ ~ ~ l ~ ~ n n
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Interoffice Memo
To: Parkway View Additi Fil
from: Kent Laza
Date: January 16, 1996
Subject: Detention Requirements for Parkway View Addition
After a careful review of the drainage requirements for this 5 lot subdivision, I've decided not to require a
detention pond or downstream improvements at this time. As indicated in the attached correspondence,
the subdivision is part of a larger tract of land that will be developed at a later date. At that time,
improvements to the existing pond serving that area will be made to accommodate the slight increase in
runoff caused by Parkway View Addition.
I agree with Don Garrett-that the increased runoff of 2.3 cfs in a 100-yr storm is beyond the accuracy of
the hydraulic models to compute. There are too many subjective variables in the model which affect its
accuracy to justify costly improvements if there are alternative measures available. Intuitively, I know that
any increase in impervious area will produce additional runoff and that cumulative effects of these small
developments will ultimately cause substantial impacts to the receiving stream. But I believe requiring
detention on such a small development is not an appropriate use of resources in light of the fact that
runoff from this development is already entering a detention facility which will be enlarged at a later date.
The owners of this larger tract have agreed to account for all runoff -including that of Parkway View
Addition -when they make improvements to their facility.
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CONSULTING ENGINEERING & LAND SURVEYING
4444 CARTER CREEK PKWY, SUITE 108 BRYAN, TEXAS 77802 t4O9) 846-2688 [4091 846-3094
January 10, 1996
Mr. Kent Laza, P.E.
City Engineer
Department of Development Services
P.O. Box 9960
College Station, Texas 77842-9960
RE: LETTER OF REQUEST FOR DRAINAGE VARIANCE
PARHWAY VIEW ADDITION; LOTS 1- 5, BLOCS 1
CRAWFORD BURNETT LEAGUE -ABSTRACT NO. 7
COLLEGE STATION, BRAZOS COUNTY, TEXAS.
Dear Kent,
The above referenced project consists of the establishment of five (5)
duplex lots at the intersection of Southwest Parkway and Woodsman Drive (See
enclosed Final Plat). We are requesting that detention requirements for this
1.07 acre tract be withdrawn due to the small increase in runoff generation.
The runoff increase projected is 2.3 cubic feet per second under 100-year
storm conditions. Variation in flow rates on this order are nearly outside the
level of accuracy of the methods used predict and approximate drainage
behavior. Also, the nature of the project grading will sheet flow the runoff
across the landscaped, pervious region of the property to ensure low velocity,
dispersed free-flow.
In conclusion, the subject development should have negligible drainage
impacts to the surrounding properties and overall drainage basin. I hope this
request will meet with your approval, however, if you have any questions or
concerns, please contact me at your earliest convenience (409) 846-2688.
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Resp.~1'1~t5~.bn~i tt,eci,
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Donald~D; ~arretL, P.E., R.P.L.S.
Garrett Engineering
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