HomeMy WebLinkAboutMisc.Nit7jx1r, Bar-rio-t 64**,VC4
4170 S. H. 6 South Office 979-690-1911
College Station, Texas 77845 Fax 979-690-8230
November 3, 2000
City of College Station
1101 Texas Avenue South
College Station, Texas 77842
Attn: Natalie Thomas Ruiz, Development Coordinator
Re: Conditional Use Permit Application, Living Hope Baptist Church
Dear Ms. Ruiz:
In accordance with our telephone conversation this week and the requirements of the City
of College Station, Living Hope Baptist Church is enclosing a check for $250 and Tax
Certificate for processing the attached CONDITIONAL USE PERMIT APPLICATION
(CHURCH) and APPLICATION FOR PLAT REVIEW AND APPROVAL. We would
appreciate your review of these applications and their timely approval.
Should you have any questions about the application, please give me a call at 690-7888 or
email at wchnamyriad.net
Very truly yours,
Wm. C. Hutton, Chairman of Trustees
C: Butch Smith, Pastor Living Hope Baptist Church
Jesse Watson, Construction Team Chairman
David Bryan, DaySpring Resources
Dave Stevenson, First American Bank
COLLEGE STATION
P. O. Box 9960 1101 Texas Avenue College Station, TX 77842
Tet.. 409 764 3500
February 7, 2001
Wm. C. Hutton Consultants, Inc.
4809 Saint Andrews Drive
College Station, TX 77845
RE: Living Hope Baptist Church
Waterline and Fire Flow
Dear Mr. Hutton,
Upon looking at the building plans, and the waterline in regards to fire flow, I realized that fire
flow should not be metered. The plumbing plans show the waterline doesn't split to carry fire
flow separately into the building before metering. The civil plans show a water meter offsite.
The plumbing plans show a meter near the building.
The water meter, for domestic supply, is usually with a valve and box near the building after
splitting from the primary line. The primary line (fire flow line) continues to the back flow
preventer, which is usually inside the building. The back flow preventer prevents the city
waterline from possible contamination. With a sprinkled building the fire line becomes city
property for fire safety.
It is necessary that the waterline be completely enclosed in the easement up to the building or up
to the back flow preventer if it is not inside the building. It is also necessary to have a plan &
profile of the waterline from the main line tap to the building because it might be necessary for
the city to service that line in the future.
Therefore we require a plan & profile to be submitted to us for the city's records.
Please call if you have any questions, (979) 764-3570.
Sincer ly,
Thomas V. Vennochi Jr.
Graduate Engineer
xc: Natalie Ruiz, Development Coordinator
Ted Mayo, Assistant City Engineer
Home of Texas A&M University
February 7, 2001
Wm. C. Hutton Consultants, Inc.
4809 Saint Andrews Drive
College Station, TX 77845
RE: Living Hope Baptist Church
Waterline and Fire Flow
Dear Mr. Hutton,
Upon looking at the building plans, and the waterline in regards to fire flow, I realized that fire
flow should not be metered. The plumbing plans show the waterline doesn't split to carry fire
flow separately into the building before metering. The civil plans show a water meter offsite.
The plumbing plans show a meter near the building.
The water meter, for domestic supply, is usually with a valve and box near the building after
splitting from the primary line. The primary line (fire flow line) continues to the back flow
preventer, which is usually inside the building. The back flow preventer prevents the city
waterline from possible contamination. With a sprinkled building the fire line becomes city
property for fire safety.
It is necessary that the waterline be completely enclosed in the easement up to the building or up
to the back flow preventer if it is not inside the building. It is also necessary to have a plan &
profile of the waterline from the main line tap to the building because it might be necessary for
the city to service that line in the future.
Therefore we require a plan & profile to be submitted to us for the city's records.
Please call if you have any questions, (979) 764-3570.
Sincerely,
Thomas V. Vennochi Jr.
Graduate Engineer
xc: Natalie Ruiz, Development Coordinator
Ted Mayo, Assistant City Engineer
Thomas Vennochi - Re: Livign Hope Water Line Page 1
From: "William Hutton" <wch@myriad. net>
To: "Thomas Vennochi" <Tvennochi@ci.college-station.tx.us>
Date: 2/12/01 8:07AM
Subject: Re: Livign Hope Water Line
Tom
We will straighten out the confusion of the water meter location between the
architectural and civil drawings, and we will submit a plan and profile of
the fire water line.
I did get your hard copy of the attached file, but I was out of town last
week.
Thanks,
Bill
Original Message
From: Thomas Vennochi <Tvennochi@ci.college-station.tx.us>
To: <wch@myriad. net>
Cc: Bridgette George <BGEORGE@ci.college-station.tx.us>; Carl Warren
<CWARREN@ci.college-station.tx.us>; Natalie Ruiz
<NRUIZ@ci.college-station.tx.us>; Ted Mayo <Tmayo@ci.college-station.tx.us>
Sent: Wednesday, February 07, 2001 9:14 AM
Subject: Livign Hope Water Line
Hello Bill,
I am sending you a hard copy of this attachment.
Tom V.
Thomas V. Vennochi Jr.
Development Services
P.O. Box 9960
1101 Texas Avenue
College Station, TX 77842
(979) 764-3570
FAX:(979) 764-3496
College Station. Embracing the Past, Exploring the Future.
CC: "Todd Branson" <Branson@TCA.net>
t,
-4i-"" Apo ~^Iptitpr 6A4*"
4170 S. H. 6 South ice 979-690-1911
College Station, Texas 77845 Fax 979-690-8230
Deamber 27, 20100
City of College Station
1101 Texas Avenue South, P.O. Box 9960
College Station, Texas 77842
Phone 979-764-3570 / Fax 979-7643496
Attn: Shauna Laauwe, Staff Planner
Re: Living Hope Baptist Church - Conditional Use Permit (0-206)
Dear Ms. Laauwe:
In accordance with our telephone conversation last week and in response to the Staff
Review Comments No. 2, we are pleased to submit six sets (Sheets 1-4) of the amended
plans that highlight the changes and address the Comments. The specific response to each
comment is written on the attached "STAFF REVIEW COMMENTS No. 2".
Thank you for your assistance and the recommendation to the Commission to grant our
permit. Should you have any questions about this matter, please give me a call at 690-
7888 or email at wch@mydad.net. We wish you and the staff a Happy New Year.
Very truly yours,
Wm. C. Hutton, PE, RPLS
C: Butch Smith, Pastor Living Hope Baptist Church
Jesse Watson, Construction Team Chairman
David Bryan, DaySpring Resources
Dave Stevenson, First American Bank
Table 2 - Living Hope Baptist
LANDSCAPING SCHEDULE
POINT CALCULATIONS : Points
Landscape Requirements: 4.09 acres X 43.56 X 30 = 5345
Canopy Requirements: 5345 points X 50% = 2673 points
Canopy Check: - 2673 + (1400+1725) = 452
Landscape Requirement Check: - 5345 points + Total Accruals = 10
Streetscape Requirements (major arterial): 416.01 feet / 25 =17 Canopy Trees
EXISTING TREE POINT SUMMARY:
Description Size
Water Oak
5"
Ash
5"
Hackberry
8"
Post Oak
10"
Post Oak
30"
Persimmon
3"
Persimmon
4"
Mesquite
8"
Mesquite
10"
NEW PLANTINGS TREE POINT SUMMARY:
Live Oak 1.5-2"
Water Oak 1.5-2"
Crepe Myrtle >1.25"
Dwarf Yaupon 1-5 gal
Canopy Trees
Points Number
Points Accrued
200
2
400
200
1
200
200
1
200
300
1
300
300
1
300
Sub Total
1400
Non-Canopy Trees
75
1
75
75
1
75
150
3
450
150
2
300
Sub Total
900
Canopy Trees
75
19
1425
75
4
300
Sub Total
1725
Non-Canopy Trees
40
16
640
Shrubs
10
69
690
Total New Plantings 3055
NOTE: IRRIGATION TO BE PROVIDED BY OTHERS UPON AWARD OF BIDS
Page 1
Introduction
This report is submitted in a format that is responsive to the City of College Station
"APPLICATION FOR PLAT REVIEW AND APPROVAL". If you have any questions,
please contact William Hutton at 979-690-7888.
Minimum Requirements:
Enclosed is Living Hope Baptist Church's filing fee of $250 for the plat review and
Conditional Use Permit Application, completed application for plat review and approval,
thirteen copies of drawings showing the proposed project; copies of the paid tax certificate
from the City of College Station, Brazos County and College Station Independent School
District.
Minimum Requirements for Final Plats:
In accordance with the Requirements for Final Plats the following is submitted:
1. Thirteen folded copies of the following drawings are submitted on 24" X 36" Sheets at
a scale of 1" = 30'. Details are drawn at the scale indicated on the drawings. Three
sheets are submitted as follows:
A. Sheet 1 - Predevelopment Site Plan with one foot contours shows existing
trees, structures, structures to be removed, and the vicinity map.
Predevelopment runoff calculations are based on this drawing.
B. Sheet 2 - Utilities Plan shows existing and proposed sewers, utility easements,
water lines, power lines, proposed twenty foot electrical easement with a metes
and bounds description, and transformer location. The adjoining
improvements are shown, including the subdivisions and roadways. Silt fence
erosion controls are to be placed along the northeast and northwest property
lines, as noted on this drawing.
C. Sheet 3 - Final Grade and Parking Plan shows layout of parking, entrance and
exits, proposed final grade elevations, curb details and entrance details, and
discharge structures. Runoff calculations for 5, 10, 25, 50 and 100 year storms
are based on area calculations using this drawing (see attached Table 1).
D. Sheet 4 - Landscape & Streetscape includes Landscaping Schedule (Table 2
and attached to this document) that calculates and summarizes the point totals
for the project, and the Schedule includes a legend of the New Plantings. The
proposed locations of the Existing and New Plantings are shown on this
drawing.
2. The name and addresses are as follows:
A. Sub-divider:
Living Hope Baptist Church
4170 South State Highway 6
College Station, Texas 77845
Telephone - 979-690-1911
Butch Smith, Pastor
B. Owner:
Living Hope Baptist Church
4.9 Acre Tract, Abstract 54, Volume 3881, Page 32, 35
Brazos County Deed Records
C. Contractor:
Dayspring Resources, Inc.
1911 Jones Road, Suite 2
Houston, Texas 77070
Telephone 281-477-6544
Fax 281-477-7633
Todd Branson, Project Manager
D. Engineer and Surveyor
William C. Hutton, P.E., R.P.L.S.
4809 Saint Andrews Drive
College Station, Texas 77845
Telephone 979-690-7888
Fax 979-690-7889
E-mail <wch@myriad.net>
3. Lenders:
First American Bank
2717 Texas Avenue
College Station, Texas 77840
Dave Stevenson
Telephone 979-260-4300
4. Easement Holders
A. City of College Station, 20' Public Underground, Joint Utility Easement (Vol.
589, pg. 226).
B. City of College Station, 20' Utility Easement (Vol. 631, pg. 212).
3
5. Name of development: Living Hope Baptist Church
6. Submitted November 3, 2000, and scale 1" = 30'
7. Filing Fee $250 for Plat Review and Approval and Conditional Use Permit
Application.
8. Four Sheets @ 24" X 36"
9. Paid Certificate from City of College Station, Brazos County, and the College Station
Independent School District.
10. Total area is 4.09 acres.
11. Subdivision boundaries shown with heavy lines on Sheet 2.
12. Certifications and Approvals
A. Certificate of Ownership.
B. Drawings sealed by Registered Professional Land Surveyor and Professional
Engineer, William C. Hutton; P.E. 31354; RPLS 2993.
C. Certificate of City Engineer.
D. Approval of Commission.
E. Approval of City Council.
F. Certificate of County Clerk.
13. Single 4.09 acre lot.
14. Area of State Highway 6 South is frontage of 416.01 linear feet.
15. No area will be dedicated as parkland.
16. No requested oversize participation.
17. None of the 4.09 acre tract is located in the 100 year flood plain.
18. Only one sheet is required.
19. See Sheet 2 for details on boundaries, easements, R.O.W., adjoining properties, etc.
4
. . .
20. See Sheet 3 for details of proposed development.
21. See Sheet 2 for location of property corners and property lines.
22. See Sheet 3 for details of parking, sidewalks, drive entrance, curbs, profiles and cross
section.
23. Sanitary sewer, manholes, water lines and connections are shown on Sheet 2.
24. Water lines, meter, fire hydrants, irrigation meters, valves and details are shown on
Sheet 2.
25. Storm drainage system is shown on Sheet 3 and the calculated runoff is presented in
Table 1 and Figure 1 for 5, 10 (design), 25, 50, and 100 year storms. The discharge
structure computations for the North and South proposed development discharges of
the site are also included in Table 1 under the headings "STORAGE
COMPUTATIONS", and "STRUCTURE COMPUTATIONS". The net discharge
from the site before and after development is maintained at 9.88 cfs. The excess is
retained in th n&A d south retention areas. The south release is controlled release
through a 10" pipe through a berm near the southeast comer of the tract. The
north release will be through the northeast corner of the two curb cuts of 2' and 0.8'
as shown on Sheet 3.
Profiles of the expected high water conditions for the 100 year storm runoff in the
State Highway 6 South ditch are retained within the highway ditch. The high water
elevations are shown on the profiles and cross sections at Station 0+00 and Station
4+16 on Sheet 3. The calculations are reported in Table 1 under the heading "OPEN
CHANNEL FLOW". A copy of the "Permit to Construct Access Driveway Facilities
on Highway Right of Way" that was submitted to the Texas Department of
Transportation is attached.
26. No street lighting is planned.
27. No differences in the preliminary and the final plan.
28. No variances requested.
29. No impact fees are required.
30. General note that no private sewage facility may be installed on the 4.09 acre tract is
included.
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42
UNtroRM FLOW IN TRAPEZOIDAL CHANNELS BY MANNING'S FORMULA
Values of QK 1 1
Dlb W13S112 z ' D
z
s=0 8= s.= 8s=i 12=114-jz-lj z=2 a=2 a=3 a=4
.66 .424 .541 .653 .759 .858 .951 1.04 1.21 1.37 1.53 1.85.
.68 .441 .566 .687 .801 .908• 1.01 1.40 1.29 1.47 1.64 1.98
.70 .457 .591 .722 .842 .958 1.07 1.17 1.37 1.56 1.75 2.12
.72 .474 .617 .757 .887 1.01 1.13 1.24 1.45 1.66 1.87 2.27
.74 .491 .644 ,793 .932 1.07 1.19 1.31 1.55 1.77 1.98 2.41
.76 .508 .670 .830 .981 1.12 1.26 1.39 1.64 1.88 2.11 2.57
.78 .525 .698 .868 1.03 1.18 1.32 1.46 1.73 1.98 2.24 2.73
.80 .542 .725 .906 1.08 1.24 1.40 1.54 1.83 2.10 2.37 2.90
.82 .559 .753 .945 1.13 1.30 1.47 1.63- 1.93 2.22 2.51 '.3.07
.84 .576 .782 .985 1.18 1.36 1.54 1.71 2.03 2.34 2.65 3.25
.86 .593 .810 1.03 1.23 1.43 1.61 1.79 2.14 2.47 2.80 3.44
.88 .610 .839 1.07 1.29 1.49 1.69 1.88 2.25 2.60 2.95 3.63
.90 .627 .871 1.11 1.34 1.56 1.77 1.98 2.36 2.74 3.11 3.83
92 .645 .898 1.15 1.40 1.63 1.86 2.07 2.48 2.88 3.21--4.04
.94 .662 .928 1.20 1.46 1.70 1.94 2.16 2.60 3.03 3.43 4.25
.96 .680 .960 1.25 1.52 1.78 2.03 2.27 2.73 3.17 3.61 4.48
.98 .697 .991 1.29 1.58 1.85 2.11 2.37 2.85 3.33 3.79 4.70
1.00 .714 1.02 1.33 1.64 1.93 2.21 2.47 2.99 3.48 3.97 4.93
1.05 .759 1.10 1.46 1.80 2.13 2.44 2.75 3.33 3.90 4.45 5.55
1.10 .802 1.19 1.58 1.97 2.34 2.69 3.04 3.70 4.34 4.96, 6.21
1.15 .846 1.27 .71 2.14 2.56 2.96 3.34 4.09 4.82 5.52 6.91
1.20 .891 1.36 1.85 2.33 2.79 3.24 3.68 4.50 5.32 6.11 7.68
1.25 .936 1.45 1.99 2.52 3.04 3.54 4.03 4.95 5.86 6.73 8.48
1.30 .980 1.54 2.14 2.73 3.30 3.85 4.39 5.42 6.42 7.39 9.34
1.35 1.02 1.64 2.29 2.94 3.57 4.18 4.76 5.90 7.01 8.10 10.2
1.40 1.07 1.74 2.45 3.16 3.85 4.52 5.18 6.43 7.65 8.83 11.2
1.45 1.11 1.84 2.61 3.39 4.15 4.88 5.60 6.98 8.30 9.62 12.2
1.50 1.16 1.94 2.78 3.63 4.46 5.26 6.04 7.55 9.02 10.4 13.3
1.55 1.20 2.05 2.96 3.88 4.78 5.65 6.50 8.14 9.74 11.3 14.4
1.60 1.25 2.15 3.14 4.14- 5.12 6.06 6.99 8.79 10.5 12.2 15.6
1.65 1.30 2.27 3.33 4.41 5.47 6.49 7.50 9.42 11.3 13.2 16.8
1.70 1.34 2.38 3.52 4.69. 5.83 6.94 8.02 10.1 12.2 14.2 18.1
1.75 1.39 2.50 3.73 4.98 6.21 7.41 8.57 10.9 13.0 15.2 19.5
1.80 1.43 2.62 3.93 5.28 6.60 7.89 9.13 11.6 14.0 16.3 20.9
1.85 1.48 2.74 4.15 5.59 7.01 8.40 9.75 12.4 15.0 17.4 22.4
1.90 1.52 2.86 4.36 5.91 7.43 8.91 10.4 13.2 15.9 18.7 24.0
1.95 1.57 2.99 4.59 6.24 7.87 9.46 11.0 14.0 17.0 19.9 25.6
2.00 1.61 3.12 4.83 6.58 8.32 10.0 11.7 14.9 18.0 21.1 27.2
2.10 1.71 3.39 5.31 7.30 9.27 11.2 13.1 16.8 20.3 23.9 30.8
2.20 1.79 3.67 5.82 8.06 10.3 12.5 14.6 18.7 22.8 26.8 34.7
1.30 1.89 3.96 6.36 8.86 11.3 13.8 16.2 20.9 25.4 30.0 38.8
1.40 1.98 4.26 6.93 9.72 12.5 15.3 17.9 23.1 28.3 33.4 43.3
2.50 2.07 4.58 7.52 10.6 13.7 16.8 19.8 25.6 31.3 37.0 48.0
2.60 2.16 4.90 8.14 11.6 15.0 18.4 21.7 28.2 34.5 40.8 _53.0
2.70 2.26 5.24 8.80 12.6 16.3 20.1 23.8 31.0 37.9 44.8 58.4
2.80 2.35 5.59 9.49 13.6 17.8 21.9 25.9 33.8 41.6 49.1 64.0
2.90 2.44 5.95 10.2 14.7 19.3 23.8 28.2 36.9 45.3 53.7 70.1
3.00 2.53 6.33 11.0 15.9 20.9 25.8 30.6 40.1 49.4 58.4 76.4
3.20 2.72 7.12 12.5 18.3 24.2 30.1 35.8 47.1 58.0 68.9 90.3
3.40 2.90 7.97 14.2 21.0 27.9 34.8 41.5 54.6 67.7 80.2 105
3.60 3.09 8.86 16.1 24.0 32.0 39.9 47.8 63.0 78.2 92.8 122
3.80 3.28 9.81 18.1 27.1 36.3 45.5 54.6 72.4 89.6 107 141
4.00 3.46 10.8 20.2 30.5 41.1 51.6 61.9 82.2 102 122 160
4.50 3.92 13.5 26.2 40.1. 54.5 68.8 82.9 111 136 164 217
5.00 4.39 16.7 33.1 51.5 70.3 89.2 108 145 181 216 287
D~b- 41~i0
• 43
UNIFORM FLOW IN TRAPEZOIDAL CHANNELS BY MANNING'S FORMULA _
Qn 1 ~ 1.
Values of bs~asi/t Z D z
DIV b
3 •z 4
E=OIE'! IE' If' ISMI S lilEil ~z-2lfs2z Z=3 f=
02
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0676
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0638
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0857
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0900
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.
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.
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115
.111
120
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23
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109
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.
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.
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.
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.
.106
.116
.125
.133
.139
.25
.113
.124
.133
142
.142
152
.150
.160
.26
27
.119
126
.131
.139
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• For D/b less than 0.04. use of the assumption R - D is more convenient and more accurate
than Interpolation in the table.
.r
William J. Savage, P. E.
501 West Buffalo
Caldwell, Texas 77836
December 10, 1998
Mr. Gerald Marinik
Living Hope Baptist Church
4170 State Highway 6 South
College Station, Texas 77845
Subject: Drainage Study for
Phase I Office and Parking Lot Development
4170 State Highway 6 South
College Station, Texas
Dear Mr. Marinik:
I have determined the hydrology for the immediate one acre Phase I development of an
office and parking lot at subject site. As shown on the attached Exhibits No. 1 and No.
2, the existing storm water run off of a 10 year storm is 2.55 CFS and the run off for the
developed 1 acre tract is 3.12, indicating an increase of 0.57 CFS. Same exhibits
show the 100 year storm run off of existing property to be 4.12 CFS and the run off of
the developed 1 acre tract to be 5.03 CFS with an increase in run off of 0.91 CFS. The
increase is relatively small and should have a minimal impact on the watershed,
waterways or drainage structures upstream or downstream of this site.
If there are any questions, please call.
Yours truly,
i ' . av
REVIEWED Fu;
COMPLIANCE
DEC 1 1998
ENGINEERING
P-41~Z/~o/98
Hydrology Summary for
Living Hope Baptist Church
Phase I Development
4170 State Highway 6 South
College Station, Texas
Acreage = 1.0 Acres
Slope = 0.5 %
Existing Conditions Phase I Development
C = 0.3 0.84232 Ac C = 0.3 0.76612 Ac
C = 0.4 0.11912 Ac C = 0.4 0.09039 Ac
C = 0.9 0.03856 Ac C = 0.9 0.14349 Ac
C Average 0.335
110 = 7.625 inches/year
Q10=2.55 US
C Average 0.409
110 = 7.625 inches/year
Q10=3.12 US
Q 10 Increase = 3.12 - 2.55 = 0.57 CFS
I 100 = 12.3 US
Q100=4.12 CFS
Q 100 Increase = 5.03 - 4.12 = 0.91 US
1100 = 12.3 CFS
Q100=5.03 CFS
Exhibit I
.4" Mope, 64vt c>ti.
4170 S. H. 6 South Office 979-690-1911
College Station, Texas 77845 Fax 979-690-8230
November 3, 2000
Texas Department of Transportation
2102 Tabor Road
Bryan, Texas 77803
Attn: Jay O. Page, P.E.
Re: Permit to Construct Access Driveway Facilities on Highway Right of Way
Living Hope Baptist Church
Dear Jay:
In accordance with our conversation in August Living Hope has completed the above
named document that is attached for your consideration. In addition we are enclosing a
copy of the requirements of the City of College Station for processing its
CONDITIONAL USE PERMIT APPLICATION (CHURCH) and APPLICATION FOR
PLAT REVIEW AND APPROVAL. In this package item 25 in the APPLICATION FOR
PLAT REVIEW AND APPROVAL and Sheet 3 of the enclosed drawing addresses the
hydrology and entrance issues. We appreciate your assistance and review of this request.
Should you have any questions about the application, please give me a call at 690-7888 or
email at wch@-myriad.net
Very truly yours,
Wm. C. Hutton, P. E.
C: Butch Smith, Pastor Living Hope Baptist Church
Jesse Watson, Construction Team Chairman
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IS FILE AVAILABLE IN AUTOCAD? '
TOTAL-LINEAR FOOTAGE OF PROPOSED:
STREETS
' SIDEWALKS (.A4aukb6oww 61
SANITARY SEWER LINES
71 WATER LINES
P&Z Case No.
Date Received
THE UNDERSIGNED HEREBY REQUESTS APPROVAL BY THE CITY OF COLLEGE STATION OF
THE ABOVE IDENTIFIED PLAT: fif- 76m
Signature and Title Date
o:fomvt\p1ankfnlp1aLdock3-98
Table 2 - Living Hope Baptist
LANDSCAPING SCHEDULE
POINT CALCULATIONS :
Landscape Requirements:
4.09 acres X 43.56 X 30
5345
Canopy Requirements:
5345 points X 50X. = 2673 points
Canopy Check: - 2673 +
(1400+1725) = 452
Landscape Requirement Check: - 5345 points + Total
Accruals a 10
Strestscape Requirements (major arterial): 416.01 feet 125 =17 Canopy Trees
EXISTING TREE POINT SUMMARY:
Canopy Trees
Description _S129_
Points Number
Points Accrued
Water Oak 5"
200 2
400
Ash 5"
200 1
200
Hackberry 8"
200 1
200
Post Oak 10"
300 1
300
Post Oak 30"
300 1
300
Sub Total
1400
Non-Canopy Trees
Persimmon 3"
75 1
75
Persimmon 4'1
75 1
75
Mesquite as.
15O 3
450
Mesquite 10"
150 2
300
Sub Total
900
NEW PLANTINGS TREE POINT SUMMARY:
Canopy Trees
Live Oak 1.5-2"
75 -49-
) 6 t42 r Z a o
Water Oak 1.5-2"
75
- 7 72W 5 2 5
Sub Total
1725
Non-Canopy Trees
Crepe Myrtle >1.25"
40 16
640
Shrubs
Dwarf Yaupon 1-5 gal
10 69
690
Total New Plantings
3055
NOTE: IRRIGATION TO BE PROVIDED BY OTHERS UPON AWARD OF BIDS
Page 1
ze n /ai/r~
4170 S. H. 6 South ice 979-690-1911
College Station, Texas 77845 Fax 979-690-8230
/Ibvemtff 21, 200V
City of College Station
1101 Texas Avenue South, P.O. Box 9960
College Station, Texas 77842
Phone 979-7643570 / Fax 979-764-3496
Attn: Bridgette George, Assistant Development Coordinator
Re: Living Hope Baptist Church - Conditional Use Permit Site Plan
Dear Ms. George:
In accordance with my meeting with Shauna Laauwe, Thomas Vennochi, and you last
week, we are pleased to submit ten sets (Sheets 1-4) of the amended plans, three copies of
the Final Grade and Parking Plan (Sheet 3 for transmittal to the Texas Department of
Transportation at the request of Mr. Vennochi), and other documents that reflect changes
addressing the comments in your November 14, 2000 memorandum. In addition, we are
returning to you the set of four drawings that your staff marked with corrections that were
to be addressed. Finally, we have enclosed a completed Development Permit application,
you requested last week.
Should you have any questions about this matter, please give me a call at 690-7888 or
email at wchna myriad-net Have a happy Thanksgiving.
Very truly yours,
Wm C. Hutton, Chairman of Trustees
C: Butch Smith, Pastor Living Hope Baptist Church
Jesse Watson, Construction Team Chairman
David Bryan, DaySpring Resources
Dave Stevenson, First American Bank
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Living Hope Baptist Church
4170 S.H. 6 South
Office: (979) 690-1911
November 12, 2001
City of College Station
1101 Texas Ave.
College Station, Texas 77840
To whom it may concern:
College Station, Texas 77845
Fax: (979) 690-8230
As requested, I am providing this letter for you to place in our file. As Pastor of Living Hope
Baptist Church, I want to assure you that we do not plan to have or offer a Day Care facility on
our church property. While we love children and feel that our facilities will be used to have a
positive impact on their lives, it is not our desire to provide ongoing day care in our church
facilities. If you have any questions, please feel free to contact me at 690-1911. Thank you for
your time. Have a super day!
Sincerely,
Butch Smith, Pastor
a peace pt new 6egZwdtW
J,j4~ Nio
4170 S. H. 6 South
College Station, Texas 77845
Marsh 20, 2001
City of College Station
1101 Tex: ; Avenue South, P.O. Box 9960
College Station, Texas 77842
Phone 979-764-3500 / Fax 979-764-3496
Attn: Thomas V. Vennochi Jr.
Re: Living Hope Baptist Church - Waterline and Fire Flow
Dear Mr. Vennochi:
Office 979-690-1911
Fax 979-690-8230
In response to your letter of February 7 on the above subject, we have completed the
attached "Living Hope Baptist Church Fire Water Plan & Profile" sketch showing the
location and depth of the 6 " Fire Water Line.
We trust that this will meet with your approval, and if you have any questions please let
me know at 979-690-7888 or wch@tca.net.
Very truly yours,
Wm. C. Hutton, PE, RPLS
C: Todd Branson, DaySpring Resources
Jesse Watson, Construction Team Chairman
12/12/2001 08:22 FAX Z o02
A place for new beginnings
December 12, 2001
City of College Station
Bridget George
This is in response to your request to acknowledge we have complied with requirements set forth
in our meeting regarding the parking lights in the rear lot at Living Hope Baptist Church. We have
rotated the lights away from the neighbors vicinity and placed a shield to redirect the light away
from their property. To extend our neighborly position further we have also removed the photo
cell from the light at the rear of our building. It is my opinion we have compiled above and be-
yond what was expected.
Sincerely,
C~~ &3Q-tz'~
Jesse Watson,
Construction Team Leader
4170 S. H. 6 South • College Station, TX 77845
(979) 690-1911 • Fax (979) 690.8230 • livinghopebaptistorg
ke`r~n
4170 S. H. 6 South Office 979-690-1911
College Station, Texas 77845 Fax 979-690-8230
February 16, 2001
City of College Station
1101 Texas Avenue South, P.O. Box 9960
College Station, Texas 77842
Phone 979-764-3570 / Fax 979-764-3496
Attn: Bridgette George, Assistant Development Coordinator
Re: Living Hope Baptist Church - Fire Protection for Temporary Building
Dear Ms. George:
In accordance with our meeting today concerning modifications required to accommodate
fire protection to the temporary building at the rear of the Living Hope Baptist Church
Site, we are submitting the attached copy of a segment of Sheet 3 of 4 of the approved
drawings. This copy has been modified to reflect the changes (marked in red) required in
order to accommodate access by the fire department. These changes include the addition
of an extension of the proposed paving to the adjoining Drozd property to the north of the
Living Hope site. It was agreed in a meeting with Mr. Drozd today that a twenty foot
wide by thirty foot long extension would be on his tract (as shown in red on the attached
copy). In addition, the proposed parking would be improved to meet Fire Lane
requirements in the areas shown on the attached sketch. Finally, "laydown curbs" would
be constructed in lieu of the proposed 6" curbs on the two parking islands shown on the
attached copy.
We trust that this will meet with your approval, and if you have any questions please let
me know at 979-690-7888 or wch@tca.net.
Very truly yours,
Wm. C. Hutton, PE, RPLS
C: Victor Drozd
Jesse Watson, Construction Team Chairman
Todd Branson, DaySpring Resources
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