03/11/2024-PZ-Agenda Packet-RegularPLANNING & ZONING COMMISSION
MEETING AGENDA
MARCH 11, 2024, 7:00 PM
PLANNING & ZONING COMMISSION REGULAR MEETING
HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS
CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM
INVOCATION AND PLEDGE
CITIZENS COMMENTS
This is an opportunity for citizens to address the Commission on any matter. Comments related
to public hearings will be heard when the specific hearing begins. Citizens are allowed 3
minutes to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to
be presented. Citizens who wish to address the Commission with regard to matters on the
agenda will be received at the time the item is considered. The Commission is not allowed to
converse, deliberate or take action on any matter presented during citizen input.
CONSENT AGENDA
All items on the Consent Agenda will be acted upon by one vote without being discussed
separately unless requested by a Commissioner to remove the item(s) for additional discussion.
Any items removed from the Consent Agenda will be taken up for individual consideration.
1. Consideration and possible action of the minutes from February 12, 2024, meeting.
ACTION ITEMS
2. Consideration and possible action on the Final Plat of Marley Meadows being 19.653
acres, located in the City of Sanger’s ETJ, and generally located on the west side of
Sam Bass Road and approximately 1307 feet north of the intersection of FM 455 and
Sam Bass Road.
FUTURE AGENDA ITEMS
The purpose of this item is to allow the Chairman and Commissioners to bring forward items
they wish to discuss at a future meeting, A Commissioner may inquire about a subject for which
notice has not been given. A statement of specific factual information or the recitation of
existing policy may be given. Any deliberation shall be limited to a proposal to place the subject
on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with
a consensus of the Commission or at the call of the Chairman.
1
ADJOURN
NOTE: The Commission reserves the right to adjourn into Executive Session as authorized by
Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item
on its open meeting agenda in accordance with the Texas Open Meetings Act, including,
without limitation Sections 551.071-551.087 of the Texas Open Meetings Act.
CERTIFICATION
I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is
readily accessible to the general public at all times and was posted on the City of Sanger
website on March 8, 2024, at 8:00 AM.
Stefani Dodson
Stefani Dodson, Secretary
The Historical Church is wheelchair accessible. Request for additional accommodations or sign
interpretation or other special assistance for disabled attendees must be requested 48 hours
prior to the meeting by contacting the City Secretary’s Office at 940.458.7930.
2
PLANNING & ZONING COMMISSION
COMMUNICATION
DATE: March 11, 2024
FROM: Stefani Dodson, Planning Technician
AGENDA ITEM: Consideration and possible action of the minutes from February 12, 2024,
meeting.
SUMMARY:
N/A
FISCAL INFORMATION:
Budgeted: N/A Amount: N/A GL Account: N/A
RECOMMENDED MOTION OR ACTION:
N/A
ATTACHMENTS:
Minutes from February 12, 2024
3
Item 1.
Planning and Zoning Minutes 02/12/24
Page 1 of 2
PLANNING & ZONING COMMISSION
MEETING MINUTES
FEBRUARY 12, 2024, 7:00 PM
PLANNING & ZONING COMMISSION REGULAR MEETING
HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS
CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM
There being a quorum Commissioner Miller called the Planning and Zoning meeting to order at
7:00 P.M
BOARD MEMBERS PRESENT:
Commissioner, Place 1 Shane Stone
Commissioner, Place 2 Sally Amendola
Commissioner, Place 3 Jackie Turner
Commissioner, Place 4 Allen McAlister
Commissioner, Place 6 Jason Miller
Commissioner, Place 7 Lisa Freeman
BOARD MEMBERS ABSENT:
Commissioner, Place 5 Jacob Gastelum
STAFF MEMBERS PRESENT:
Director of Development Services Ramie Hammonds, Planning Technician Stefani Dodson, and
Secretary Shelley Warner
INVOCATION AND PLEDGE
CITIZENS COMMENTS
No citizens came forward.
CONSENT AGENDA
1. Consideration and possible action of the minutes from January 8, 2024, meeting.
Commissioner Miller makes a motion to approve the consent agenda.
Commissioner Amendola seconded the motion.
4
Item 1.
Planning and Zoning Minutes 02/12/24
Page 2 of 2
Voting Yea: Commissioner Stone, Commissioner Turner, Commissioner McAlister,
Commissioner Freeman. The motion passes unanimously.
ACTION ITEMS
2. Consideration and possible action on the Final Plat of Marley Meadows being 19.653
acres, located in the City of Sanger’s ETJ, and generally located on the west side of
Sam Bass Road and approximately 1307 feet north of the intersection of FM 455 and
Sam Bass Road.
Planning Technician Stefani Dodson presented the item.
Commissioner Miller makes a motion to deny since comments have not been met.
Commissioner Amendola seconded the motion.
Voting Yea: Commissioner Stone, Commissioner Turner, Commissioner McAlister,
Commissioner Freeman. The motion passes unanimously.
FUTURE AGENDA ITEMS
No items were discussed.
INFORMATIONAL ITEMS
3. Staff will be doing a presentation for the board.
Director Hammonds updates the board with a Development Services presentation and
discussion held at the most recent City Council retreat.
ADJOURN
There being no further items Commissioner Miller adjourns the meeting at 7:44 P.M.
5
Item 1.
PLANNING & ZONING COMMISSION
COMMUNICATION
DATE: March 11, 2024
FROM: Ramie Hammonds, Development Services Director
AGENDA ITEM: Consideration and possible action on the Final Plat of Marley Meadows being
19.653 acres, located in the City of Sanger’s ETJ, and generally located on the
west side of Sam Bass Road and approximately 1307 feet north of the
intersection of FM 455 and Sam Bass Road.
SUMMARY:
The applicant is proposing to create 17 single-family lots from 1 unplatted tract.
This site is located on the west side of Sam Bass Road.
The lots have a minimum 1 acre.
This development is located in the City of Sanger’s ETJ
The house will be served by onsite septic.
FISCAL INFORMATION:
Budgeted: N/A Amount: N/A GL Account: N/A
RECOMMENDED MOTION OR ACTION:
Staff recommends APPROVAL with the condition all comments are met by City Council.
ATTACHMENTS:
Location Map
Final Plat
Application
Letter of Intent
Planning Comments
Engineering Comments
6
Item 2.
57214
244850
57504
57250
57254
656762
57262
149584
56354
57188
56305
57484
57245134541
56366
57521
56358
134538 149570
SA
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B
A
S
S
R
D
/Project Name: Marley Meadows
Final PlatProject: 24SANZON-0001
0 400 800200 Feet
DISCLAIMER:This map was generated by GIS data providedby the Sanger GIS Department. The City of Sanger does not guarantee the correctness oraccuracy of any features on this map. These mapproducts are for illustration purposes only andare not suitable for site-specific decision making.GIS data is subject to constant changes, andmay not be complete, accurate or current.Date: 1/22/2023 4:08:57 PMDoc Name: 23SANZON-0003_Marley Meadows Prelim PlatCity Limits Exhibits
SubjectArea
7
Item 2.
CIRF
"PLS INC"
1/2" IRF
1/2" IRF 1" IPF
7/8" IRF
7/8" IRF
POINT
(NO ACCESS)
12" WOOD
POST FND.
S89°14'24"E 1240.09'
S0
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0
5
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0
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31
4
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2
4
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25
4
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N89°14'24"W 258.52'
S0
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30
4
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1
1
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41
4
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9
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N88°52'58"W 105.09'
N0
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5
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0
2
"
W
27
8
.
3
3
'
7/8" IRF
(N 12°13'43" E, 1.2')
CIRS
1" IPF
(S 0°05'02" E, 0.9')
1/2" IRF
PKS
ROW DEDICATION
2.454 ACRES
106,898 SQ. FT.
BLOCK A LOT 8
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 9
1.177 ACRES
51,284 SQ. FT.BLOCK B LOT 8
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 7
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 6
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 5
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 3
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 2
1.000 ACRES
43,560 SQ. FT.
BLOCK B LOT 4
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 5
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 7
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 6
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 4
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 3
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 2
1.000 ACRES
43,560 SQ. FT.
BLOCK A LOT 1
1.022 ACRES
44,514 SQ. FT.
BLOCK B, LOT 1
1.000 ACRES
43,560 SQ. FT.
N: 7183084.50
E: 2358552.72
NAD83
P.O.B.
PKS
N: 7182733.57
E: 2360122.76
NAD83
40.0'
30
.
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30
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30
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R=6
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6
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146.39'143.27'
L =1 0 0 .3 5 '
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2
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3
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127.06'143.33'143.35'143.37'21.11'
L=125.6 6 '
27.64'
28.44'
L =5 8 .8 4 'L=66.8
3'
70.62'131.97'131.97'131.97'111.69'L =3 0 .4 0 '
L =95.27'
55.03'131.97'135.22'
30
.
0
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N89°14'24"W 1464.74'
702.59'
682.15'
80.00'
30
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30
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3
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3
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8
9
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143.27'149.97'143.90'143.33'143.35'143.37'148.67'
30
3
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7
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51
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70.13'
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146.39'
30' B.L.
30' B.L.
30' B.L.
30' B.L.
C1
C2
C3
C4
15' B.W.S.
EASEMENT
15' U.E.
60
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S89°14'24"E 327.97'
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42.43'
S89°13'22"E 228.66'
65' D.E. & A.E.
44' D.E.
& A.E.
92.97'
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S89°14'24"E 210.56'
N89°14'24"W 538.18'
S89°13'22"E 792.24'
JAMES RANDEL HOLDER,
JOHN JEFFREY SPRINGER
AND ELIZABETH ANN SPRINGER RAYBURN
EXHIBIT "B"
CALLED 167.75 ACRES
DOC. NO. 2004-28833
O.R.D.C.T.
GRAY DOG PROPERTIES, LLC
CALLED 25.798 ACRES
DOC. NO. 2018-87831
O.R.D.C.T.
SUSAN WHITT ARNOLD
CALLED 1.0 ACRE
DOC. NO. 2022-78189
O.R.D.C.T.
REDEEMED ASSETS LLC
TRACT 1
CALLED 21.394 ACRES
DOC. NO. 2022-40814
O.R.D.C.T.
BOLIVAR WATER SUPPLY CORPORATION
FIRST TRACT
CALLED 0.07 ACRES
VOL. 608, PG. 618
D.R.D.C.T.
JUDY K. SELPH
DOC. NO. 2010-20064
O.R.D.C.T.
REFERENCE:
MORRIS KNOWLES AND WIFE, JUEL
DEAN KNOWLES CALLED 214.7
ACRES VOL. 345, PG. 247, D.R.D.C.T.
BOLIVAR WATER SUPPLY
CORPORATION
SECOND TRACT
VOL. 608, PG. 618
D.R.D.C.T.
BOLIVAR WATER SUPPLY CORP.
CALLED 2,500 SQ. FT.
DOC. NO. 2015-4254
O.R.D.C.T.
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DOC. NO. 2022-134931
O.R.D.C.T.
S&E, A CALLED 20' X 20'
VOL. 608, PG. 618
D.R.D.C.T.
15' U.E.
(BY SEPARATE
INSTRUMENT
ROBERT G. SNYDER AND WIFE
MARY SNYDER
CALLED 2.500 ACRES
VOL. 1632, PG. 83
D.R.D.C.T.
ROW DEDICATION
2.454 ACRES
106,898 SQ. FT.
50' D.E. & A.E.
70
'
D
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N89°14'24"W 217.64'
70
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40.00'
MIN. FF: 749.03'MIN. FF: 747.57'MIN. FF: 742.93'MIN. FF: 740.45'MIN. FF: 739.14'MIN. FF: 738.08'
MIN. FF: 737.22'
MIN. FF: 737.70'
MIN. FF: 751.46'MIN. FF: 747.25'MIN. FF: 742.70'MIN. FF: 740.30'MIN. FF: 738.84'MIN. FF: 737.71'
MIN. FF: 736.55'
MIN. FF: 737.27'
74' D.E. & A.E.
35.0'35.0'
39.00'
S3
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3
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15' B.W.S.
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15' B.W.S.
EASEMENT
15' U.E.
16' D.E.
(BY SEPARATE
INSTRUMENT)
15' U.E.
15' U.E.
16' D.E.
16' D.E.
16' D.E.
16' D.E.
60
.
0
'
LORNE WEBSTER
REMAINDER OF
CALLED 12.50 ACRES
DOC. NO. 2022-73400
O.R.D.C.T.
LEIGHTON WEBSTER AND
BROOKE LOTFIS
CALLED 4.60 ACRES
DOC. NO. 2023-6792
O.R.D.C.T.
DANIELLE VICTORIA ROSELLI
AND CHAD DAVID WEBSTER
CALLED 2.00 ACRES
DOC. NO. 2022-116473
O.R.D.C.T.
10' ACCESS
EASEMENT
VOL. 608, PG. 618
D.R.D.C.T.
LORNE WEBSTER
REMAINDER OF
CALLED 12.50 ACRES
DOC.NO. 2022-73400
O.R.D.C.T.
N89°13'22"W 1162.25'
62.89'
CURVE TABLE
NO.
C1
C2
C3
C4
DELTA
120°00'00"
120°00'00"
120°00'00"
120°00'00"
RADIUS
60.00'
60.00'
60.00'
60.00'
LENGTH
125.66'
125.66'
125.66'
125.66'
CHORD BEARING
S89°14'24"E
N89°14'24"W
N89°14'24"W
N89°14'24"W
CHORD
103.92'
103.92'
103.92'
103.92'
LOT TABLE
LOT NO.
BLOCK A LOT 1
BLOCK A LOT 2
BLOCK A LOT 3
BLOCK A LOT 4
BLOCK A LOT 5
BLOCK A LOT 6
BLOCK A LOT 7
BLOCK A LOT 8
BLOCK B, LOT 1
BLOCK B LOT 2
BLOCK B LOT 3
BLOCK B LOT 4
BLOCK B LOT 5
BLOCK B LOT 6
BLOCK B LOT 7
BLOCK B LOT 8
BLOCK B LOT 9
BOUNDARY
ROW DEDICATION
ACRES
1.022
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.177
19.653
2.454
SQ. FT.
44,514
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
43,560
51,284
856,096
106,898
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GRAPHIC SCALE IN FEET
060'30'60'120'
1" = 60'@ 24X36
NORTH
N.T.S.VICINITY MAP
NORTH
SA
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F. M. 4
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HARBERSON RD.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0205G, for
Denton County, Texas and incorporated areas, dated April 18, 2011, this property is located within:
Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain"
If this site is not within an identified special flood hazard area, this flood statement does not imply that the
property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater
floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
Scale
FINAL PLAT
MARLEY MEADOWS
BLOCK A, LOTS 1-8 AND
BLOCK B, LOTS 1-9
17 RESIDENTIAL LOTS
2.454 ACRES RIGHT-OF-WAY DEDICATION
BEING 19.653 ACRES OUT OF THE
JAMES B.P. JANUARY SURVEY, ABSTRACT NO. 658,
CITY OF SANGER E.T.J, DENTON COUNTY, TEXAS
Drawn by
MLB
Checked by Date Project No.Sheet No.
TLS 01/16/2024 2022-014
Trinity
Land Surveying LLC
FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201
SURVEYOR:
Trinity Land Surveying, LLC
1222 Greenbriar St.
Denton, TX 76201
Ph: (940) 293-3180
Email: mblack@trinity-surveying.com
Contact: Michael Black, RPLS
OWNER / APPLICANT:
Redeemed Assets LLC
2701 Wind River Ln.
Denton, Texas 76210
Ph. 940-368-0963
Email: ben.burnside@yahoo.com
Contact: Ben Burnside
ENGINEER:
iCivil Engineering
1001 W. Euless Blvd., Ste. 412h
Euless, TX 76040
Ph: (972) 523-5493
Email: omgc@icivileng.com
Contact: Om Gharty Chhertri, P.E.
1" = 60'
SANITARY EASEMENT QUOTE, AS RECORDED IN
VOLUME 608, PAGE 618, DEED RECORDS, DENTON COUNTY, TEXAS:
"Further, as part of the consideration herein, Grantor, Lois N. Wolters, agrees not to build or maintain any septic
tank or open-jointed drain field therefrom, cess pool, privy, stock pen, dump ground, or any other facility which
might create a danger of pollution of the water of any well which might be drilled upon Tract Two above described
for a distance of 150 feet from the well as drilled and developed. This sanitary easement shall constitute a
covenant running with the land and shall bind the undersigned, his successors and assigns, and this grant of
Sanitary Easement is made to the said BOLIVAR WATER SUPPLY CORPORATION, its successors and
assigns."
1 OF 2
LEGEND
CIRS
PKS
IRF
5/8" IRON ROD W/ "6854" CAP SET
PK NAIL SET
IRON ROD FOUND
POINT OF BEGINNINGP.O.B.
IPF IRON PIPE FOUND
MONUMENT FOUND
MONUMENT SET
OFFICIAL RECORDS DENTONO.R.D.C.T.
COUNTY, TEXAS
DEED RECORDS DENTOND.R.D.C.T.
COUNTY, TEXAS
VOLUMEVOL.
PAGEPG.
UTILITY EASEMENTU.E.
DRAINAGE EASEMENTD.E.
8
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OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS Redeemed Assets LLC, is the owner of the land shown on this plat within the area described by
metes and bounds as follows:
BEING a tract of land situated in the James B. P. January Survey, Abstract No. 658, City of Sanger E.T.J., Denton County,
Texas and being part of a called 21.394 acre tract described in a Warranty Deed to Redeemed Assets LLC, as recorded in
Document No. 2022-40814 of the Official Records of said county, and being more particularly described by metes and
bounds as follows:
BEGINNING at a PK nail set in Sam Bass Road (an apparent public right-of-way, no record found), same being the most
easterly northeast corner of said 21.394 acre tract and the southeast corner of a called 2.500 acre tract described in a Deed
to Robert G. Snyder and wife, Mary Snyder, as recorded in Volume 1632, Page 83 of the Deed Records of said county;
(NOTE: BEARINGS AND DISTANCES ARE BASED ON U. S. STATE PLANE NAD 1983 COORDINATES, TEXAS
CENTRAL ZONE - 4203);
THENCE South 00°05'00" East, along said Sam Bass Road and the most easterly east line of said 21.394 acre tract, a
distance of 314.24 feet to a pk nail set for the northeast corner of a called 0.07 acre tract described in a General Warranty
Deed, Access Easement and Sanitary Easement to Bolivar Water Supply Corporation, as recorded in Volume 608, Page
618 of said Deed Records;
THENCE North 89°13'22" West, leaving said Sam Bass Road and along the north line of said 0.07 acre tract, a distance of
40.00 feet to a point for the most easterly southeast corner of a called 1.740 acre tract described in a General Warranty
Deed to Bolivar Water Supply Corporation, as recorded in Document No. 2022-134931 of said Official Records;
THENCE North 00°05'00" West, along the east line of said 1.740 acre tract, being 40 feet from and parallel with the east
line of said 21.394 acre tract, a distance of 254.22 feet to a 5/8 inch iron rod with a yellow cap, stamped "RPLS 6854",
found for the northeast corner of said 1.740 acre tract;
THENCE North 89°14'24" West, along the north line of said 1.740 acre tract, a distance of 258.52 feet to a 5/8 inch iron rod
with a yellow cap, stamped "RPLS 6854", found for the northwest corner of said 1.740 acre tract;
THENCE South 00°45'36" West, along the west line of said 1.740 acre tract, a distance of 304.11 feet to a 5/8 inch iron rod
with a yellow cap, stamped "RPLS 6854", found on the north line of a called 12.50 acre tract described in a General
Warranty Deed to Lorne Webster, as recorded in Document No. 2022-73400 of said Official Records and the south line of
said 21.394 acre tract, for the southwest corner of said 1.740 acre tract;
THENCE North 89°13'22" West, along the south line of said 21.394 acre tract, a distance of 1,162.25 feet to a 7/8 inch iron
rod found for the southeast corner of a called 1.0 acre tract described in a Quit Claim Deed to Susan Whitt Arnold, as
recorded in Document No. 2022-78189 of said Official Records and the most southerly southwest corner of said 21.394
acre tract;
THENCE North 00°00'15" East, leaving the north line of said 12.50 acre tract and along the east line of said 1.0 acre tract
and the most southerly west line of said 21.394 acre tract, a distance of 414.91 feet to a iron rod with a cap, stamped "PLS
INC", found for the northeast corner of said 1.0 acre tract and an inner “L” corner of said 21.394 acre tract;
THENCE North 88°52'58" West, along the north line of said 1.0 acre tract and the most westerly south line of said 21.394
acre tract, a distance of 105.09 feet to a 7/8 inch iron rod found on the east line of a called 25.798 acre tract described in a
General Warranty Deed to Gray Dog Properties, LLC, as recorded in Document No. 2018-87831 of said Official Records,
for the northwest corner of said 1.0 acre tract and the most westerly southwest corner of said 21.394 acre tract;
THENCE North 00°05'02" West, along the east line of said 25.798 acre tract and the most northerly west line of said 21.394
acre tract, a distance of 278.33 feet to a 5/8 inch iron rod with a yellow cap, stamped "RPLS 6854", set on the south line of
Exhibit “B”, a called 167.75 acre tract, for the northeast corner of said 25.798 acre tract and the northwest corner of said
21.394 acre tract;
THENCE South 89°14'24" East, along the south line of said 167.75 acre tract and the most northerly north line of said
21.394 acre tract, a distance of 1,240.09 feet to a 1/2 inch iron rod found for the northwest corner of the aforementioned
2.500 acre tract and the most northerly northeast corner of said 21.394 acre tract;
THENCE South 00°22'02" East, along the west line of said 2.500 acre tract and the most northerly east line of said 21.394
acre tract, a distance of 330.14 feet to a 1/2 inch iron rod found for the southwest corner of said 2.500 acre tract and an
inner “L” corner of said 21.394 acre tract;
THENCE South 89°14'24" East, along the south line of said 2.500 acre tract and the most easterly north line of said 21.394
acre tract, a distance of 327.97 feet to the POINT OF BEGINNING and containing 856,096 square feet or 19.653 acres of
land, more or less.
General Notes :
·The grid bearings and coordinates shown hereon are based on grid north of the Texas Coordinate System
of 1983, North Central Zone (4202), North American Datum of 1983(2011).
·All corners are 5/8" iron rods set with a plastic cap stamped "RPLS 6854" unless otherwise noted.
·Minimum Finished Floor Elevations on lots were provided by iCivil Engineering, (972) 523-5493.
·The purpose of this plat is to create 17 residential lots from a previously unplatted tract of land.
·No 100-year floodplain exists on the site.
·This property lies within the ETJ of of the City of Sanger, Texas.
·All lots comply with the minimum size requirements of the zoning district.
·This property may be subject to charges related to impact fees and the applicant should contact the City
regarding any applicable fees due.
·All common areas, drainage easements, and detention facilities will be owned and maintained by the
HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed
and approved by the City.
·Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law
and is subject to fines and withholding of utilities and building permits.
·This plat does not alter or remove existing deed restrictions, if any, on this property.
·Water service to be provided by:Bolivar Water Supply, 4161 FM 455 West, Sanger, Texas (940) 458-3931
·Sanitary sewer to be handled by facilities approved by the Denton County Public Health.
·Electric Service to be provided by: CoServ Energy, 7701 I-35E Frontage Road, Corinth, Texas 76210, (940)
321-7800
·The maintenance of paving, grading and drainage improvements and/or easements shown on this plat are
the responsibility of the individual property owner and DOES NOT constitute acceptance of same for
maintenance purposes by Denton County.
·All surface drainage easements shall be kept clear of fences, buildings, foundation, plantings and other
obstructions to the operation and maintenance of the drainage facility.
·Blocking the flow of water or constructing improvements in surface drainage easements, and filling or
obstructing the floodway is prohibited.
·Denton County will not be responsible for any damage, personal injury or loss of life or property occasioned
by flooding or flooding conditions.
·The existing creeks or drainage channels traversing along or across the addition will remain as open
channels and will be maintained by the individual property owners of the lot or lots that are traversed by or
adjacent to the drainage courses along or across the lots.
·Construction not complete within two years of the Commissioners Court approval shall be subject to current
County Subdivision Rules and Regulations.
·A driveway culvert permit must be obtained from the Road and Bridge Department by the owner of each lot
prior to the construction, installation or placement of any driveway access improvements within the
dedicated right-of-way.
·No construction, without written approval from Denton County shall be allowed within an identified “FIRM”
floodplain area, and then only after a detailed floodplain development permit including engineering plans and
studies show that no rise in the Base Flood Elevation (BFE) will result, that no flooding will result, that no
obstruction to the natural flow of water will result; and subject to all owners of the property affected by such
construction becoming a party to the request. Where construction is permitted, all finished floor elevations
shall be a minimum of two feet above the 100-year flood elevation.
·Denton County shall not be responsible for maintenance of private streets, drives, emergency access
easements, recreation areas and open spaces; and the owners shall be responsible for the maintenance of
private streets, drives, emergency access easements, recreation areas and open spaces, and said owners
agree to indemnify and hold harmless Denton County from all claims, damages and losses arising out of or
resulting from performance of the obligations of said owners set forth in this paragraph.
SURVEYOR'S CERTIFICATION
KNOW ALL MEN BY THESE PRESENTS:
That I, Michael L. Black, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and
accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal
supervision, in accordance with the Subdivision regulations of the Extra Territorial Jurisdiction of the City of Sanger, Texas.
_______________________________________
Michael L. Black
Registered Professional Land Surveyor No. 6854
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L.
Black, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to
me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2024.
_______________________________________________
Notary Public, State of Texas
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY DOCUMENT
OWNER'S DEDICATION
STATE OF TEXAS §
COUNTY OF DENTON §
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, Redeemed Assets LLC, acting herein by and through its duly authorized officer, does hereby adopt this
plat designating the herein above described property as MARLEY MEADOWS, an addition to the City of Sanger,
Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and
encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the
public use forever easements for sidewalks, storm drainage facilities, utilities and any other property necessary to
serve the plat and to implement the requirements of the subdivision regulations and other City codes and do
hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so
dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities
in a state of good repair and functional condition at all times in accordance with City codes and regulations. No
buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or
across the easements as shown, except that landscape improvements may be installed, if approved by the City
of Sanger. The City of Sanger and public utility entities shall have the right to access and maintain all respective
easements without the necessity at any time of procuring permission from anyone.
WITNESS MY HAND, this ___________ day of ___________________, 2024.
BY: Ben Burnside
By: _____________________________________
Signature Title: Owner
STATE OF TEXAS §
COUNTY OF DENTON §
BEFORE ME, the undersigned authority, on this day personally appeared Ben Burnside , known to me to be the
person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the
same for the purpose and consideration therein expressed, in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE on the __________ day of ____________________, 2024.
_______________________________________________
Notary Public, State of Texas
________________________________________________________________________________
Printed Name My Commission Expires
APPROVAL BLOCK
Approved:
__________________________________ _____________________
Chairman, Planning & Zoning Commission Date
City of Sanger, TX
__________________________________ _____________________
Mayor Date
City of Sanger, TX
Attested by:
__________________________________ _____________________
City Secretary, City of Sanger, TX Date
Scale
FINAL PLAT
MARLEY MEADOWS
BLOCK A, LOTS 1-8 AND
BLOCK B, LOTS 1-9
17 RESIDENTIAL LOTS
2.454 ACRES RIGHT-OF-WAY DEDICATION
BEING 19.653 ACRES OUT OF THE
JAMES B.P. JANUARY SURVEY, ABSTRACT NO. 658,
CITY OF SANGER E.T.J, DENTON COUNTY, TEXAS
Drawn by
MLB
Checked by Date Project No.Sheet No.
TLS 01/16/2024 2022-014
Trinity
Land Surveying LLC
FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201
SURVEYOR:
Trinity Land Surveying, LLC
1222 Greenbriar St.
Denton, TX 76201
Ph: (940) 293-3180
Email: mblack@trinity-surveying.com
Contact: Michael Black, RPLS
OWNER / APPLICANT:
Redeemed Assets LLC
2701 Wind River Ln.
Denton, Texas 76210
Ph. 940-368-0963
Email: ben.burnside@yahoo.com
Contact: Ben Burnside
ENGINEER:
iCivil Engineering
1001 W. Euless Blvd., Ste. 412h
Euless, TX 76040
Ph: (972) 523-5493
Email: omgc@icivileng.com
Contact: Om Gharty Chhertri, P.E.
2 OF 2
9
Item 2.
10
Item 2.
February 7, 2024
Ms. Ramie Hammonds
Development Services Director/Building Official
City of Sanger
201 Bolivar St.
P.O. Box 1729
Sanger, Tx. 76266
Re: Final Plat Letter of Intent – Marley Meadows
Ms. Hammonds,
On behalf of our client, Redeemed Assets LLC, we respectfully submit this letter of Intent for the
attached Final Plat for the Marley Meadows project.
Marley Meadows is a proposed 19.653 acre subdivision within the City of Sanger ETJ. The project is
located north of FM 455 on Sam Bass Road, more specifically, 8949 Sam Bass Road.
Marley Meadows proposes to create 1 dedicated street and 17 residential lots.
We appreciate your review and consideration of our request. If you have any questions or require
additional information, please contact me at (940) 293-3180 or by email at mblack@trinity-
surveying.com.
Sincerely,
Michael L. Black, RPLS #6854 (Tx) PLS #1982 (Ok)
Trinity Land Surveying LLC
Firm # 10194687
1222 Greenbriar St.
Denton, Texas 76201
Ph. 940-293-3180
Email: mblack@trinity-surveying.com
Website: www.trinity-surveying.com
11
Item 2.
940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org
facebook.com/SangerTexas @CityofSanger
DATE: 02/07/2024
1st REVIEW COMMENTS – Final Plat (Marley Meadows)
The request is for a Final Plat of Marley Meadows containing 17 lots, being approximately 19.653
acres in the JAMES B.P. JANUARY SURVEY, ABSTRACT NO. 658, prepared by Trinity Land
Surveying, submitted on 01/16/2024. Below are the comments that should be addressed before
City Council approval. Resubmit the revised plat along with a response letter addressing all
comments.
Planning
Provide the following
1. Show the centerline of existing streets. Dimensions from centerline to edges of existing
and proposed right of way on both sides of the centerline.
2. Notation to be added; “Minimum finished floor elevations are at least 2 feet about the 100-
year flood plain.”
3. Notation to be added; “The subject property does not lie within a 100-year floodplain
according to the Community Panel No._____, dated____, of the National Flood Insurance
Rate maps for Denton County, Texas.”
4. A signed and notarized copy of private restriction (if any), that is filed for the record in the
office of the County Clerk shall be provided with the Final Plat.
Informational Comments
1. The property is within the Sanger ETJ.
2. The Final Pat will be scheduled for the Planning and Zoning (P&Z) Commission meeting
on Monday, February 12, 2024, and the City Council meeting on Monday, March 4, 2024.
12
Item 2.
September 22, 2023
AVO 37449
Ms. Ramie Hammonds
Development Services Director/Building Official
City of Sanger
201 Bolivar Street
P.O. Box 1729
Sanger, Texas 76266
Re: Marley Meadows – Drainage Study in support of the Preliminary Plat
Fourth Review
Dear Ms. Hammonds,
Halff Associates, Inc. was requested by the City of Sanger to provide a review of the drainage study and
downstream assessment in support of the Preliminary Plat for the Marley Meadows development. The
drainage study was prepared by iCivil Engineering and is dated January 2023. Comments were provided
February 7, 2023. A second submittal was provided May 16, 2023 and comments were provided May 30,
2023. A third submittal was received June 28, 2023. A fourth submittal was received September 14, 2023.
Please refer to the Denton County Subdivision Rules and Regulations dated July 2009 for drainage criteria;
hereafter referred to as Criteria Manual.
We have completed our review. The drainage study is acceptable for preliminary platting. Please
address the comments below with the drainage study in support of the final plat/construction plans.
General:
1. 1st – 4th Review Comment: Plans and plat are reviewed separately. Please note an accepted
drainage study is required prior to plat acceptance.
2. 1st – 4th Review Comment: Please address comments on attached markups and provide
annotated responses on markups.
3. Please provide minimum finished floor elevations 2’ above fully developed 100-yr water surface
elevation for lots adjacent to proposed channels/roadside ditches on the plat.
1st Review Response: No Response.
2nd Review Comment: Address comments on preliminary plat.
2nd Review Response: Noted
3rd Review Comment: It appears the Ultimate 100yr WSEL’s used to determine the min FFE do not
match the Ultimate Conditions RAS model at some locations.
a. Please reconcile WSEL’s on Grading Sheets with the RAS model.
b. Please provide the reference cross section on the Grading Sheet.
c. Please show all RAS cross sections on the Hydraulic Workmap/s.
4th Review Comment: Please update all relevant information based of any changes due to
comments.
4. 1st - 3rd Review Comment: Please note, additional comments may result once models and
additional info is provided.
4th Review Comment: Please note, additional comments may result once final drainage
study/construction plans/ final plats are provided.
Hydrology and Hydraulics:
5. Please apply the existing conditions C values to the proposed conditions runoff calculations for the
offsite areas; for a pre- and post- development analysis, the offsite runoff stays constant. Please
13
Item 2.
Ms. Ramie Hammonds
September 22, 2023
Page 2 of 4
update the outfall discharge summaries according to the changes in the calculated existing and
proposed runoff. Verify any flow increases.
1st Review Response: Offsite modeled using UH method
2nd Review Comment: Addressed.
6. It appears proposed flow is increased at the south outfall (DP “C”), please extend the hydrologic
and hydraulic analysis through the zone of influence per the 10% rule and demonstrate no adverse
impacts to downstream properties (no significant increases in water surface elevation and
velocities). A proposed development of 19.65 acres will require an overall analysis of 196.5 acres.
1st Review Response: With UH method, no increase in peak discharge at the d/s.
2nd Review Comment: Please include onsite drainage area maps showing the flowpaths in greater
detail. Please include the time of concentration parameters, calculations, and assumptions.
Reconcile with HMS model.
2nd Review Response: HMS Reconciled, Calculation added
3rd Review Comment: Noted.
7. Please provide a pre- and post- HEC-RAS analysis for receiving creek thru the zone of influence
and demonstrate no significant increase in water surface elevation and velocity in existing
channels. Also, verify no increases to the backwater at upstream culvert. Include RAS model with
next submittal.
1st Review Response: With SCS UH method, no increase in peak discharge at the d/s. RAS model
included
2nd Review Comment: Noted. Verify after addressing HMS comments.
2nd Review Response: Updated.
3rd Review Comment: Noted
8. Please provide an Ultimate Conditions Drainage Area Map. Provide calculated runoff for a fully
developed condition and design the channel going through the site to contain the fully developed
100-year flow with 1-ft. freeboard. Provide an ultimate conditions RAS model as well.
1st Review Response: HEC-RAS model included for existing, proposed and ultimate condition
2nd Review Comment: It appears that only existing and proposed RAS models were included in the
submittal. Please include Ultimate Conditions Flows with Proposed Geometry.
2nd Review Response: ULTIMATE CONDITION ADDED TO MODELS.
3rd Review Comment: Addressed. Address comments on the RAS workmaps and provide
annotated responses.
4th Review Comment: Addressed
9. Please provide channel cross sections with hydraulic parameters for proposed channels. Please
note, a HEC-RAS model is required to confirm water surface profiles in channels, roadside diches
and culverts. Please provide RAS model and verify proposed channels contain the fully developed
100-yr flow with 1’ freeboard. Use n=.04 for earthen channel. Include a RAS workmap or add RAS
cross sections to the grading plans.
1st Review Response: HEC RAS model included for channels, roadside ditch and culverts
2nd Review Comment: Noted.
10. Channels must be designed to standards. Please refer to criteria manual Section IV-B and section
IV3.4 (trapezoidal, 4:1 SS, 1' freeboard from 100-yr fully developed water surface elevation to top
of bank, etc). Provide drainage easements with adequate access; include 10' beyond top of bank
on both sides.
1st Review Response: Revised the slopes to 4:1
2nd Review Comment: Please address comments on channel profile sheets and hydraulic workmap.
2nd Review Response: Addressed.
3rd Review Comment: Please address comments on hydraulic workmap and grading plan.
4th Review Comment: Please address comment on Sheet 12-8
14
Item 2.
Ms. Ramie Hammonds
September 22, 2023
Page 3 of 4
11. Provide RAS model for all proposed roadside ditches (Criteria Manual Section IV.3.4) including
Sam Bass Road. Include proposed culverts and driveway culverts and verify the 100-yr fully
developed flow is contained within the right of way. If not contained within ROW, additional DE
must be dedicated to contain the fully developed 100-yr water surface elevation.
1st Review Response: HEC RAS model included for channels, roadside ditch and culverts
2nd Review Comment: Noted.
12. Please ensure side yard swales contain the 100yr WSEL and do not drain to the adjacent lots.
Provide a typical section with hydraulic parameters. Ensure the typical section is feasible in each
of the lots according to the grading plan.
1st Review Response: side ditch sized to contain 100 yr discharge
2nd Review Comment: Address side yard swales comment on grading sheets (sheet 8)
2nd Review Response:
3rd Review Comment: Addressed.
13. Verify the roadside ditch on Sam Bass Road does not drain to the proposed Street A roadside
ditch.
1st Review Response: Samross culvert does not drain to the proposed street, flow is only 1.23 cfs
2nd Review Comment: Noted.
14. Show and label proposed culvert crossing on street plan and profile. Include 100-yr HGL. Please
use a min of 18”. Design culvert to pass the fully developed 100-yr flood event with 1’ freeboard.
Use RAS to evaluate backwater and tailwater at proposed culvert.
1st Review Response: culvert crossing is included in plan set
2nd Review Comment: Noted.
15. Provide Plan and profile for all proposed channels. Show and label the fully developed 100-yr
water surface profile and left and right top of bank; verify 1’ freeboard. Include culverts and verify
1’ freeboard to top of road.
1st Review Response: Channel profile with 100 yr wse is included in plan set
2nd Review Comment: Please use the Ultimate 100yr flow to design the channels.
2nd Review Response: Ultimate Condition Utilized.
3rd Review Comment: (a) It appears the flow change at cross section 5551 does not match the
HMS model. Please verify, reconcile and revise. (b) Address comments on sheet 9 and 13 and
provide annotated responses.
4th Review Comment: a) Addressed b) Please address comments on Sheets 7, 9, 12-8, and 13B
16. The proposed infrastructure (ie inlets, SD, swales, driveway culverts, channels, etc.) included in
the drainage study to support the preliminary plat will be reviewed again once the construction
plans are available. Update calculations as necessary to correspond to plans.
1st Review Response: All proposed infrastructure calculation are included in plan set
2nd Review Comment: Addressed.
17. 4th Review Comment: Please review and revise HEC-RAS models for the following comments
DCSRR IV.3.4:
a. Channel bank stations should be adjusted for all cross sections and all channels.
b. All cross sections must contain the computed water surface elevations.
c. For Channel-A, why does the n-value decrease (0.04 to 0.035) when transitioning from
engineered ditch to the natural, existing channel? Please revie and revise as necessary for
all HEC-RAS models.
15
Item 2.
Ms. Ramie Hammonds
September 22, 2023
Page 4 of 4
d. Ineffective flow areas should not be located within the conveyance area of the proposed
culverts (Channel-A structure cross section 5893).
e. Flow profiles should not cross (Channel-A 6473 – 6601)
f. Cross sections should not curve (Channel-A 5866 and 5922). Please revise.
g. Please review and revise all structure data in the HEC-RAS models. Distance and width
should be the same in both the Deck/Roadway editor and culvert editor.
The Engineer shall revise the hydrologic study and/or plans in accordance with the above comments and/or
provide a written response that addresses each comment. If you have any questions or need additional
information, please do not hesitate to call me at (214) 937-3953.
Sincerely,
HALFF
TBPELS Firm No. 312
Parker C. Moore, P.E., CFM
Project Manager
Attachment:
• Plan Markups
16
Item 2.
17
Item 2.
18
Item 2.
19
Item 2.
20
Item 2.
January 24, 2024
AVO 37449
Ms. Ramie Hammonds
Development Services Director/Building Official
City of Sanger
201 Bolivar Street
P.O. Box 1729
Sanger, Texas 76266
Re: Marley Meadows – Drainage Study in support of the Final Plat
3rd Review
Dear Ms. Hammonds,
Halff Associates, Inc. was requested by the City of Sanger to provide a review of the drainage study and
downstream assessment in support of the Preliminary Plat for the Marley Meadows development. The
drainage study was prepared by iCivil Engineering and is dated January 2023. Comments were provided
February 7, 2023. A second submittal was provided May 16, 2023 and comments were provided May 30,
2023. A third submittal was received June 28, 2023. A fourth submittal was received September 14, 2023.
Please refer to the Denton County Subdivision Rules and Regulations dated July 2009 for drainage criteria;
hereafter referred to as Criteria Manual.
We have completed our review. The drainage study is acceptable for preliminary platting. Please
address the comments below with the drainage study in support of the final plat/construction plans.
General:
1. 1st – 5th Review Comment: Plans and plat are reviewed separately. Please note an accepted
drainage study is required prior to plat acceptance.
2. 1st – 5th Review Comment: Please address comments on attached markups and provide
annotated responses on markups.
3. Please provide minimum finished floor elevations 2’ above fully developed 100-yr water surface
elevation for lots adjacent to proposed channels/roadside ditches on the plat.
1st Review Response: No Response.
2nd Review Comment: Address comments on preliminary plat.
2nd Review Response: Noted
3rd Review Comment: It appears the Ultimate 100yr WSEL’s used to determine the min FFE do not
match the Ultimate Conditions RAS model at some locations.
a. Please reconcile WSEL’s on Grading Sheets with the RAS model.
b. Please provide the reference cross section on the Grading Sheet.
c. Please show all RAS cross sections on the Hydraulic Workmap/s.
4th & 5th Review Comment: Please update all relevant information based of any changes due to
comments.
4. 1st - 3rd Review Comment: Please note, additional comments may result once models and
additional info is provided.
4th & 5th Review Comment: Please note, additional comments may result once final drainage
study/construction plans/ final plats are provided.
Hydrology and Hydraulics:
5. Please apply the existing conditions C values to the proposed conditions runoff calculations for the
offsite areas; for a pre- and post- development analysis, the offsite runoff stays constant . Please
21
Item 2.
Ms. Ramie Hammonds
January 24, 2024
Page 2 of 4
update the outfall discharge summaries according to the changes in the calculated existing and
proposed runoff. Verify any flow increases.
1st Review Response: Offsite modeled using UH method
2nd Review Comment: Addressed.
6. It appears proposed flow is increased at the south outfall (DP “C”), please extend the hydrologic
and hydraulic analysis through the zone of influence per the 10% rule and demonstrate no adverse
impacts to downstream properties (no significant increases in water surface elevation and
velocities). A proposed development of 19.65 acres will require an overall analysis of 196.5 acres.
1st Review Response: With UH method, no increase in peak discharge at the d/s.
2nd Review Comment: Please include onsite drainage area maps showing the flowpaths in greater
detail. Please include the time of concentration parameters, calculations, and assumptions.
Reconcile with HMS model.
2nd Review Response: HMS Reconciled, Calculation added
3rd Review Comment: Noted.
7. Please provide a pre- and post- HEC-RAS analysis for receiving creek thru the zone of influence
and demonstrate no significant increase in water surface elevation and velocity in existing
channels. Also, verify no increases to the backwater at upstream culvert. Include RAS model with
next submittal.
1st Review Response: With SCS UH method, no increase in peak discharge at the d/s. RAS model
included
2nd Review Comment: Noted. Verify after addressing HMS comments.
2nd Review Response: Updated.
3rd Review Comment: Noted
8. Please provide an Ultimate Conditions Drainage Area Map. Provide calculated runoff for a fully
developed condition and design the channel going through the site to contain the fully developed
100-year flow with 1-ft. freeboard. Provide an ultimate conditions RAS model as well.
1st Review Response: HEC-RAS model included for existing, proposed and ultimate condition
2nd Review Comment: It appears that only existing and proposed RAS models were included in the
submittal. Please include Ultimate Conditions Flows with Proposed Geometry.
2nd Review Response: ULTIMATE CONDITION ADDED TO MODELS.
3rd Review Comment: Addressed. Address comments on the RAS workmaps and provide
annotated responses.
4th Review Comment: Addressed
9. Please provide channel cross sections with hydraulic parameters for proposed channels. Please
note, a HEC-RAS model is required to confirm water surface profiles in channels, roadside diches
and culverts. Please provide RAS model and verify proposed channels contain the fully developed
100-yr flow with 1’ freeboard. Use n=.04 for earthen channel. Include a RAS workmap or add RAS
cross sections to the grading plans.
1st Review Response: HEC RAS model included for channels, roadside ditch and culverts
2nd Review Comment: Noted.
10. Channels must be designed to standards. Please refer to criteria manual Section IV-B and section
IV3.4 (trapezoidal, 4:1 SS, 1' freeboard from 100-yr fully developed water surface elevation to top
of bank, etc). Provide drainage easements with adequate access; include 10' beyond top of bank
on both sides.
1st Review Response: Revised the slopes to 4:1
2nd Review Comment: Please address comments on channel profile sheets and hydraulic workmap.
2nd Review Response: Addressed.
3rd Review Comment: Please address comments on hydraulic workmap and grading plan.
4th Review Comment: Please address comment on Sheet 12-8
22
Item 2.
Ms. Ramie Hammonds
January 24, 2024
Page 3 of 4
5th Review Comment: Addressed
11. Provide RAS model for all proposed roadside ditches (Criteria Manual Section IV.3.4) including
Sam Bass Road. Include proposed culverts and driveway culverts and verify the 100 -yr fully
developed flow is contained within the right of way. If not contained within ROW, additional DE
must be dedicated to contain the fully developed 100-yr water surface elevation.
1st Review Response: HEC RAS model included for channels, roadside ditch and culverts
2nd Review Comment: Noted.
12. Please ensure side yard swales contain the 100yr WSEL and do not drain to the adjacent lots.
Provide a typical section with hydraulic parameters. Ensure the typical section is feasible in each
of the lots according to the grading plan.
1st Review Response: side ditch sized to contain 100 yr discharge
2nd Review Comment: Address side yard swales comment on grading sheets (sheet 8)
2nd Review Response:
3rd Review Comment: Addressed.
13. Verify the roadside ditch on Sam Bass Road does not drain to the proposed Street A roadside
ditch.
1st Review Response: Samross culvert does not drain to the proposed street, flow is only 1.23 cfs
2nd Review Comment: Noted.
14. Show and label proposed culvert crossing on street plan and profile. Include 100-yr HGL. Please
use a min of 18”. Design culvert to pass the fully developed 100-yr flood event with 1’ freeboard.
Use RAS to evaluate backwater and tailwater at proposed culvert.
1st Review Response: culvert crossing is included in plan set
2nd Review Comment: Noted.
15. Provide Plan and profile for all proposed channels. Show and label the fully developed 100-yr
water surface profile and left and right top of bank; verify 1’ freeboard. Include culverts and verify
1’ freeboard to top of road.
1st Review Response: Channel profile with 100 yr wse is included in plan set
2nd Review Comment: Please use the Ultimate 100yr flow to design the channels.
2nd Review Response: Ultimate Condition Utilized.
3rd Review Comment: (a) It appears the flow change at cross section 5551 does not match the
HMS model. Please verify, reconcile and revise. (b) Address comments on sheet 9 and 13 and
provide annotated responses.
4th Review Comment: a) Addressed b) Please address comments on Sheets 7, 9, 12-8, and 13B
5th Review Comment: Addressed
16. The proposed infrastructure (ie inlets, SD, swales, driveway culverts, channels, etc.) included in
the drainage study to support the preliminary plat will be reviewed again once the construction
plans are available. Update calculations as necessary to correspond to plans.
1st Review Response: All proposed infrastructure calculation are included in plan set
2nd Review Comment: Addressed.
17. 4th Review Comment: Please review and revise HEC-RAS models for the following comments
DCSRR IV.3.4:
a. Channel bank stations should be adjusted for all cross sections and all channels. OK
b. All cross sections must contain the computed water surface elevations.
i. 5th Review Comment - XS 2000 & 2200. Recommend cutting off HEC-RAS model
approximately 1,000 ft downstream of project area.
23
Item 2.
Ms. Ramie Hammonds
January 24, 2024
Page 4 of 4
c. For Channel-A, why does the n-value decrease (0.04 to 0.035) when transitioning from
engineered ditch to the natural, existing channel? Please revie and revise as necessary for
all HEC-RAS models. OK.
d. Ineffective flow areas should not be located within the conveyance area of the proposed
culverts (Channel-A structure cross section 5893). OK
e. Flow profiles should not cross (Channel-A 6473 – 6601) OK
f. Cross sections should not curve (Channel-A 5866 and 5922). Please revise. OK
g. Please review and revise all structure data in the HEC -RAS models. Distance and width
should be the same in both the Deck/Roadway editor and culvert editor. OK
h. 5th Review Comment- N-values should be defined for the left overbank, channel, and right
overbank at a minimum. One (1) n-value should not be used for the entire length of the
cross section.
The Engineer shall revise the hydrologic study and/or plans in accordance with the above comments and/or
provide a written response that addresses each comment. If you have any questions or need additional
information, please do not hesitate to call me at (214) 937-3953.
Sincerely,
HALFF
TBPELS Firm No. 312
Parker C. Moore, P.E., CFM
Project Manager
Attachment:
• Plan Markups
24
Item 2.
SHEET INDEX
SHEET NO DESCRIPTION
C.1
C.2
C.3
C.4
C.5
C.6
C.7
C.8
C.9
C.10-A
C.10-B
C.11-A
C.11-B
C.12-A
C.12-B
C.13-A
C.13-B
C.13-C
C.13-D
C.14
C.15
C.16
C.17
C.18
C.19
C.20
C.21
C.22
C.23
PROJECT OWNER:
REDEEMED ASSETS LLC
2701 WIND RIVER LN,
DENTON, TX, 76210-2965
PREPARED BY:
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS,TX 76040
TEL.(972) 523-5493
TBPE:F-19293
EMAIL:INFO@ICIVILENG.COM
VICINITY MAP
NOT TO SCALE
LEGEND
PROPERTY ADDRESS:
8949 SAM BASS ROAD
SANGER, TX 76266
TOPOGRAPHIC SURVEY BY:
COVER SHEET
GENERAL NOTES
SURVEY AND PLAT
DEMOLITION PLAN
STREET PLAN
STREET PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
PRE PROJECT TOC CALCULATION
PRE DEVELOPMENT DRAINAGE AREA MAP
POST AND ULTIMATE TOC CALCULATION
POST AND ULTIMATE DRAINAGE AREA MAP
DITCH AND CULVERT CALCULATIONS
DITCH AND CULVERT CALCULATIONS
HYDRAULIC WORK MAP
HYDRAULIC WORK MAP
HYDRAULIC WORK MAP
HYDRAULIC WORK MAP
CHANNEL PROFILE
CHANNEL PROFILE
CHANNEL PROFILE
CULVERT PLAN AND PROFILE
WATER MAIN PLAN
WATER MAIN PLAN
EROSION CONTROL PLAN
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
TRINITY LAND SURVEYING LLC
1222 GREENBRIAR ST.
DENTON, TX 76201
FIRM NO. :10194687
TEL. NO. (940) 293-3180
CIVIL PLANS
FOR
MARLEY MEADOWS
SAM BASS ROAD
SANGER, TEXAS
PROJECT NO.
revisionno.dateby
date
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23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
COVER SHEET
1
SA
M
B
A
S
S
R
O
A
D
455
HARBERSON ROAD
CHAPM
A
N
R
O
A
D
NO
R
T
H
PROJECT SITE
25
Item 2.
PROJECT NO.
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23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
’
’
’
”
GENERAL NOTES
2
26
Item 2.
PROJECT NO.
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MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
SURVEY & PLAT
3
.70'
.45'
27
Item 2.
735.77
MAILBOX
738.10
A.C. UNIT
G
757.35
GAS TEST STA
735.46
BENCH MARK BOX WITH X
741.55
BENCH MARK SIR 5/8
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HELEN P. WOLTERS
CALLED 2.500 ACRES
VOL. 1130, PG. 658
D.R.D.C.T.
JAMES RANDEL HOLDER,
JOHN JEFFREY SPRINGER
AND ELIZABETH ANN SPRINGER RAYBURN
EXHIBIT "B"
CALLED 167.75 ACRES
DOC. NO. 2004-28833
O.R.D.C.T.
GRAY DOG PROPERTIES, LLC
CALLED 25.798 ACRES
DOC. NO. 2018-87831
O.R.D.C.T.
KATHLEEN T WHITT
CALLED 1.0 ACRE
DOC. NO. 2013-66912
O.R.D.C.T.
JAMES D. WHITT AND WIFE,
KATHY T. WHITT
CALLED 12.50 ACRES
VOL. 934, PG. 994
O.R.D.C.T.
KELSEY EMPIRE, LLC
REMAINDER OF
CALLED 21.387 ACRES
DOC. NO. 2017-43150
O.R.D.C.T.
BOLIVAR WATER SUPPLY CORPORATION
FIRST TRACT
CALLED 0.07 ACRES
VOL. 608, PG. 618
D.R.D.C.T.
JUDY K. SELPH
DOC. NO. 2010-20064
O.R.D.C.T.
MORRIS KNOWLES AND WIFE, JUEL
DEAN KNOWLES CALLED 214.7
ACRES VOL. 345, PG. 247, D.R.D.C.T.
7/8" IRF
(N 12°13'43" E, 1.2')
CIRF
"PLS INC"
CIRS
1" IPF
(S 0°05'02" E, 0.9')
1/2" IRF
1/2" IRF
1/2" IRF 1" IPF
PKS
21.394 ACRES
931,902 SQ. FT.
BOLIVAR WATER SUPPLY
CORPORATION
SECOND TRACT
VOL. 608, PG. 618
D.R.D.C.T.
BOLIVAR WATER SUPPLY CORP.
CALLED 2,500 SQ. FT.
DOC. NO. 2015-4254
O.R.D.C.T.
7/8" IRF
7/8" IRF
POINT
(NO ACCESS)
12" WOOD
POST FND.
XXXXX
37' X 47'
BARN
8' X 19'
SHED
30'
X
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DECK
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DECK
CATTLE
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CATTLE
GUARD
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F/L: 738.3'±
F/L: 739.2'±
CATTLE
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COVERED
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SHED
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SHED
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F/L: 732.2'±
15" RCP
F/L: 733.2'±
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F/L: 733.6'±
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F/L: 734.2'±
35.9'
16
1
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FIRE PIT
TBM #2
ELEV: 741.70'
S89°14'24"E 327.97'
S0
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0
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10' ACCESS
EASEMENT
VOL. 608, PG. 618
D.R.D.C.T.
APPROXIMATE LOCATION OF
150' RADIUS SANITARY EASEMENT
VOL. 608, PG. 618
D.R.D.C.T.
TBM #1
ELEV: 735.46'
P.O.B.
PKS
NO ACCESS
NO ACCESS
7
3
5
7
4
0
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5
7
3
3
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4
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S
R
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A
D
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
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sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DEMOLITION PLAN
4
28
Item 2.
41
4
.
9
1
'
750
74
0
74
1
74
2
74
5
75
0
74
2
74
3
74
4
74
6
74
7
74
8
749
751
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
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sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
STREET PLAN
5
29
Item 2.
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E
OH
E
OH
E
OH
E
S89°14'24"E 327.97'
31
4
.
2
4
'
735
733
734
736
74
0
7
3
6
7
3
7
7
3
8
73
9
7
4
1
737
7
4
0
74
5
7
4
1
7
4
2
74
3
7
4
4
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
STREET PLAN
6
30
Item 2.
739.15
CORR. METAL PIPE 12"
738.32
CORR. METAL PIPE 12"
740.45
MISC1 B CATTLE GUARD
740.59
MISC1 CATTLE GUARD
740.47
MISC1 CATTLE GUARD
740.44
MISC1 CLOSE CATTLE GUARD
739.88
POWER POLE OHL4
745.31
POWER POLE OHL4
750.74
METAL POST 3"
756.06
POWER POLE OHL4
756.44
GUY ANCHOR
758.75
WIRE FENCE B
760.63
WIRE FENCE PSTM 2"WIRE FENCEWIRE FENCE
756.30
POWER POLE OHL4
WIRE FENCE
754.52
MISC FIRE PIT754.80
MISC FIRE PIT754.58
MISC FIRE PIT
754.48
MISC FIRE PIT
759.75
CLEANOUT
759.36
CLEANOUT
W
759.67
WATER METER
759.47
CLEANOUT
759.51
CLEANOUT
TV
757.61
MISC ANTENA
758.73
OVERHEAD LINE END E
758.94
ELECTRIC METER
G
757.35
GAS TEST STA
759.05
RETAINING WALL B CINDERBLOCK 0.5'
759.19
RETAINING WALL CINDERBLOCK 0.5'
757.74
RETAINING WALL END CINDERBLOCK 0.5'
ST
759.32
SEPTIC TANK
ST
759.38
SEPTIC TANK
ST
759.41
SEPTIC TANK
759.42
CLEANOUT
741.55
BENCH MARK SIR 5/8
OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
N88°52'58"W 105.09'
N0
°
0
5
'
0
2
"
W
27
8
.
3
3
'
S89°14'24"E 1240.09'
74
5
75
0
74
2
74
3
74
4
74
6
74
7
74
8
74
9
751
75
2
75
5
75
3
754
756
757
758
759
761
740
74
5
75
0
73
9
74
1
74
2
74
3
74
4
74
6
74
7
74
874
9
75
1
736
737
738
73
9
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
GRADING PLAN
7
31
Item 2.
METAL POST 2"
733.92
EDGE OF WATER B733.86
EDGE OF WATER733.93
EDGE OF WATER
733.96
EDGE OF WATER
733.89
EDGE OF WATER
733.93
EDGE OF WATER
733.92
EDGE OF WATER CLOSE
732.24
GUY ANCHOR
732.47
POWER POLE OHL1 B S-W
731.46
WIRE FENCE FW5 B
737.66
POWER POLE OHL1
741.98
WIRE FENCE
743.39
POWER POLE OHL1
745.22
POWER POLE OHL1WIRE FENCE PSTM 2"
POWER POLE OHL1
744.57
GUY ANCHOR
GUY ANCHOR
POWER POLE OHL1 END
WIRE FENCE
748.74
WIRE FENCE
748.09
WIRE FENCE
747.64
WIRE FENCE
747.82
WIRE FENCE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
O
H
E
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
21.394 ACRES
931,902 SQ. FT.
N89°13'22"W 1355.25'
N0
°
0
0
'
1
5
"
E
41
4
.
9
1
'
N88°52'58"W 105.09'
73
5
74
0
74
5
750
73
4
73
673
7
73
8
73
9
74
1
74
2
74
3
74
4
746747
748
749
735
73
6
73
7
74
0
737
73
8
73
9
74
1
74
2
74
5
75
0
74
2
74
3
74
4
74
6
74
7
74
8
749
751
75
2
75
5
75
3
754
736
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
GRADING PLAN
8
32
Item 2.
735.22
POWER POLE OHL4
738.35
POWER POLE OHL4
738.39
GUY ANCHOR
739.66
POWER POLE OHL4
740.19
GUY ANCHOR
739.00
CLEANOUT
738.82
CLEANOUT
739.03
CLEANOUTST
738.61
SEPTIC TANK
ST
738.63
SEPTIC TANK ST
738.64
SEPTIC TANK
E
738.16
ELECTRIC METER
738.10
A.C. UNIT
OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
S0
°
2
2
'
0
2
"
E
33
0
.
1
4
'
735
736
740
737
7
3
8
73
9
741
742
7
3
8
737
735.77
MAILBOX
737.98
BUILDING CORNER AFRAME
737.84
BUILDING CORNER AFRAME
738.00
BUILDING CORNER AFRAME738.19
BUILDING CORNER AFRAME
BUILDING CORNER
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
XX
X
X
X
X
X X X
X
X
X
X
XXX
X
X
X X X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
SA
M
B
A
S
S
R
O
A
D
(A
P
P
A
R
E
N
T
P
U
B
L
I
C
R
/
W
,
NO
R
E
C
O
R
D
F
O
U
N
D
)
S89°14'24"E 327.97'
S0
°
0
5
'
0
0
"
E
31
4
.
2
4
'
N89°13'22"W 110.14'
S0°14'22"E
50.00'
735
731
732
733
734
736
73
2
73
3
74
0
7
3
6
7
3
7
7
3
8
73
9
7
4
1
7
3
0
72
9
7
3
1
7
3
2
731
729
728
737
7
3
5
7
4
0
74
5
7
3
6
7
3
7
7
3
8
7
3
9
7
4
1
7
4
2
74
3
7
4
4
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
GRADING PLAN
9
33
Item 2.
TIME OF CONCENTRATION CALCULATION (PRE-PROJECT)
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.)
Sub-Basin 1 100 0.15 3.36 0.01 0.21 12.62 756.0 750.0 660 0.01 1.60 0.11 6.88 3.12 1100.00 0.10 5.88 25.37 15.22
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
TIME OF CONCENTRATION CALCULATION (PRE-PROJECT)
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW
TOC (TOTAL)LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)
Sub-Basin 2 (Pre)100 0.15 3.36 0.01 0.21 12.62 756.0 729.0 1282 0.021 2.60 0.14 8.22 20.83 12.50
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
TIME OF CONCENTRATION CALCULATION (PRE-PROJECT)
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.)
Sub-Basin 3 100 0.15 3.36 0.02 0.16 9.56 743.0 724.0 1060 0.02 2.20 0.13 8.03 3.12 5092.00 0.45 27.20 44.793 26.88
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
PRE-PROJECT TIME OF CONCENTRATION CALCULATION
10-A
34
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
PRE DAM
10-B
35
Item 2.
TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT)
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.)
Sub-Basin 1 100 0.15 3.36 0.01 0.21 12.62 756.0 750.0 660 0.01 1.60 0.11 6.88 3.12 1100.00 0.10 5.88 25.37 15.22
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT)
AREA CODE
SHEET FLOW CHANNEL FLOW TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.)
Sub-Basin 2A 100 0.15 3.36 0.03 0.14 8.13 7.85 731 0.03 1.55 9.68 5.81
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT)
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.)
Sub-Basin 2B 100 0.15 3.36 0.02 0.16 9.56 756.0 751.5 276 0.02 1.60 0.05 2.88 7.85 825 0.03 1.75 14.19 8.51
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT)
AREA CODE
SHEET FLOW CHANNEL FLOW 1 CHANNEL FLOW 2 TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(MIN.)
Sub-Basin 2C 100 0.15 3.36 0.05 0.11 6.63 7.85 900.00 0.03 1.91 5.38 462 0.02 1.43 9.97 5.98
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT)
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)
LAG TIME (min.)
LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.)
Sub-Basin 3 100 0.15 3.36 0.02 0.16 9.56 743.0 724.0 1060 0.02 2.20 0.13 8.03 3.12 5092.00 0.45 27.20 44.793 26.88
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
POST-PROJECT & ULT. DEV. TIME OF CONCENTRATION
11-A
36
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
POST AND ULTIMATE DAM
11-B
37
Item 2.
SA
M
B
A
S
S
R
D
EX. 15"
CULVERT (R)
EX. 15"
CULVERT (S)
HIGH
POINT
DITCH 8
SWALE 5
DITCH 1
DITCH 2
DITCH 3
DITCH 4
PROP. 18"
CULVERT
SWALE 6
SWALE 7
PROP. CULVERT
(TYP)
SWALE 9
CHANNEL 1
SWALE 0
(TYP. FOR BLK A LOTS 2-9)
(SEE DETAIL)
DITCH 10
PROP. 2-5'W X3'H
BOX CULVERTS
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DITCH AND CULVERT CALCULATIONS
12-A
0
SCALE 1"=
60'120'180'240'
60'
38
Item 2.
RUNOFF CALCULATION
Area
DITCH ID
Area C CA TC I1 I5 I10 I100 Q1 Q5 Q10 Q100
ID (acres)(min.)(in./hr.)(in./hr.)(in./hr.)(in./hr.)(cfs)(cfs)(cfs)(cfs)COMMENTS
SIDE YARD SWALE SWALE 0 0.75 0.45 0.34 15 3.31 4.85 5.50 7.91 1.12 1.64 1.86 2.67 SWALE BETWEEN ANY TWO LOTS (TYP. FOR BLK A LOT 2-9 SEE DETAILS)
A1a & A1b DITCH 1 4.12 0.55 2.27 15 3.31 4.85 5.50 7.91 7.50 10.99 12.46 17.92 HALF OF THE LOT DRAINS TO CHANNEL 1
A2 DITCH 2 1.27 0.71 0.90 15 3.31 4.85 5.50 7.91 2.98 4.37 4.96 7.13 COMPOSITE C=0.71 (CALCULATION PROVIDED ON THIS SHEET
OA1a, OA1b & A3 DITCH 3 4.29 0.45 1.93 15 3.31 4.85 5.50 7.91 6.39 9.36 10.62 15.27 AREA A3+OA1a+OA1b DRAINS TO DITCH 3
A4 DITCH 4 0.45 0.75 0.34 15 3.31 4.85 5.50 7.91 1.12 1.64 1.86 2.67 COMPOSITE C=0.71 (CALCULATION PROVIDED ON THIS SHEET
OA1b SWALE 5 1.12 0.45 0.50 15 3.31 4.85 5.50 7.91 1.67 2.44 2.77 3.99 SWALE FOR OFFSITE AREA DRAINAGE
OA2 SWALE 6 0.96 0.45 0.43 15 3.31 4.85 5.50 7.91 1.43 2.10 2.38 3.42 SWALE FOR OFFSITE AREA DRAINAGE
OA3 SWALE 7 0.50 0.55 0.28 15 3.31 4.85 5.50 7.91 0.91 1.33 1.51 2.18 SWALE FOR OFFSITE AREA DRAINAGE
OA3 & A5 DITCH 8 5.56 0.45 2.50 15 3.31 4.85 5.50 7.91 8.28 12.13 13.76 19.79 1 ACRE LOTS
OA2-a SWALE 9 0.20 0.78 0.16 15 3.31 4.85 5.50 7.91 0.52 0.76 0.86 1.23 ROADSIDE SWALE
OA1c DITCH 10 1.57 0.30 0.47 15 3.31 4.85 5.50 7.91 1.56 2.28 2.59 3.73 DICTH FOR OFFSITE AREA DRAINAGE
NOTE:
C VALUE FOR SINGLE FAMILY RESIDENTIAL 1 ACRE LOTS = 0.45 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4)
C VALUE FOR SINGLE FAMILY RESIDENTIAL 1/2 ACRE LOTS = 0.55 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4)
C VALUE FOR STREET = 0.95 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4)
C VALUE FOR CLAYEY SOIL, AVERAGE, 5-10% = 0.60 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4)
THE VALUE FOR RAINFALL INTENSITY IS TAKEN FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 47-48-49, TABLE IV.1-3
DRIVEWAY CULVERT DATA FOR BLK B LOT 3 TO 9
STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV.
10+47.78 0.97 4.22 4.22 LOT 9 18"746.78 746.03
10+95.82 0.81 3.52 7.74 LOT 8 & 9 18"745.29 744.55
12+49.77 0.55 2.39 10.14 LOT 7, 8 & 9 24"740.53 739.79
13+88.82 0.55 2.39 12.53 LOT 6, 7, 8 & 9 24"736.92 736.76
15+11.52 0.55 2.39 14.92 LOT 5, 6, 7, 8 & 9 27"736.08 735.85
16+55.07 0.55 2.39 17.31 LOT 4, 5, 6, 7, 8 & 9 27"734.59 734.28
17+61.27 0.14 0.61 17.92 LOT 3, 4, 5, 6, 7, 8 & 9 27"733.38 733.07
* CULVERT LENGTH=24', MATERIAL=RCP
DRIVEWAY CULVERT DATA FOR BLK B LOT 1 & 2 CULVERTS
STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV.
20+74.17 2.55 9.08 9.08 LOT 1, OA1a & OA1b 18"734.11 734.01
19+65.12 1.74 6.19 15.27 LOT 1, 2 & OA1a, OA1b & A3 24"733.58 733.46
* CULVERT LENGTH=24', MATERIAL=RCP
DRIVEWAY CULVERT DATA FOR BLK A LOT 3 TO 8 CULVERTS
STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV.
10+80.03 0.21 1.18 1.18 LOT 9 18"746.82 746.08
12+49.73 0.21 1.18 2.36 LOT 8 & 9 18"741.58 740.84
13+88.82 0.21 1.18 3.54 LOT 7, 8 & 9 18"737.83 737.60
15+11.46 0.21 1.18 4.72 LOT 6, 7, 8 & 9 18"736.59 736.34
16+55.08 0.21 1.18 5.90 LOT 5, 6, 7, 8 & 9 18"735.12 734.88
17+59.72 0.22 1.24 7.13 LOT 4, 5, 6, 7, 8 & 9 18"734.05 733.82
* CULVERT LENGTH=24', MATERIAL=RCP
DRIVEWAY CULVERT DATA FOR BLK A LOT 1 & 2 CULVERTS
STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV.
20+74.17 0.29 1.62 1.62 A4 18"734.13 734.01
19+65.12 0.16 0.89 2.51 A4 18"733.58 733.46
* CULVERT LENGTH=24', MATERIAL=RCP
TIME OF CONCENTRATION CALCULATION
AREA CODE
SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)TOC USED
LENGTH (ft)MANNINGS'S N P2 (in.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH (ft)TOC(hr)TOC(Min.)(Min.)
A1a & A1b 100 0.15 3.36 0.02 0.16 9.56 753.0 751.0 185 0.01 1.60 0.03 1.93 7.85 825 0.03 1.75 13.24 15.00
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2 = 3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV .1-3
TIME OF CONCENTRATION CALCULATION
AREA CODE
SHEET FLOW CHANNEL FLOW 1 CHANNEL FLOW 2 TOC (TOTAL)TOC USED
LENGTH (ft)MANNINGS'S N P2 (in.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)VEL.(fps)LENGTH (ft)TOC(hr)TOC(Min.)VEL.(fps)LENGTH (ft)TOC(hr)TOC(Min.)(MIN.)
A2 100 0.15 3.36 0.05 0.11 6.63 7.85 900.00 0.03 1.91 5.38 462 0.02 1.43 9.97 15.00
NOTE:
1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 )
2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1
3. P2 = 3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV .1-3
WEIGHTED RUNOFF COEFFICIENT (DITCH-2)
LAND USE
TOTAL LAND
AREA RUNOFF COEF.
WEIGHTED RUNOFFF
COEF.
ASPHALT/CONCRETE 0.41 0.95
0.71CLAYEY SOIL 5-10%0.86 0.60
WEIGHTED RUNOFF COEFFICIENT (DITCH-4)
LAND USE
TOTAL LAND
AREA RUNOFF COEF.
WEIGHTED RUNOFFF
COEF.
ASPHALT/CONCRETE 0.19 0.95
0.75CLAYEY SOIL 5-10%0.26 0.60
WEIGHTED RUNOFF COEFFICIENT (DITCH-9)
LAND USE
TOTAL LAND
AREA RUNOFF COEF.
WEIGHTED RUNOFFF
COEF.
ASPHALT/CONCRETE 0.10 0.95
0.78CLAYEY SOIL 5-10%0.10 0.60
V-DITCH & SWALE CAPACITY CALCULATION
DITCH ID Q100 (cfs)AVERAGE SLOPE (ft/ft)MANNING'S N WATER DEPTH (ft.)VELOCITY (fps)TOTAL DITCH/SWALE
DEPTH (ft)SECTION DETAILS
DITCH 1 17.92 0.020 0.040 0.91 3.47 3.5 SHEET 5 SECTION A-A
DITCH 2 7.13 0.020 0.040 0.80 2.77 2.5 SHEET 5 SECTION A-A
DITCH 3 15.27 0.020 0.040 1.07 3.32 2.5 SHEET 6 SECTION F-F
DITCH 4 2.67 0.020 0.040 0.55 2.07 2.5 SHEET 6 SECTION F-F
SWALE 5 3.99 0.005 0.040 0.70 1.25 1.5 SHEET 12-B SECTION L-L
SWALE 6 3.42 0.005 0.040 0.66 1.20 1.5 SHEET 12-B SECTION L-L
SWALE 7 2.18 0.005 0.040 0.56 1.06 1.5 SHEET 12-B SECTION K-K
DITCH 8 19.79 0.015 0.040 1.24 3.20 4.5 SHEET 8 SECTION E-E
SWALE 9 1.23 0.005 0.040 0.37 0.80 1.5 SHEET 12-B SECTION I-I
DITCH 10 3.73 0.0068 0.040 0.77 1.56 3.0 SHEET 12-B SECTION J-J
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DITCH AND CULVERT CALCULATIONS
12-B
39
Item 2.
X
X
X
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X
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X
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X X
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X X
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XXXXX
30'
X
6
0
'
M
O
B
I
L
E
H
O
M
E
35.9'
16
1
.
9
'
40
.
6
'
28.3'
17.9'
31.2'
73
5
74
0
74
5
750
73
4
73
673
7
73
873
9
74
1
74
2
74
3
74
4
746747
748
749
735
73
6
73
7
74
0
737
73
8
73
9
74
174
2
74
5
75
0
74
2
74
3
74
4
74
674
7
74
8
749
751
75
2
75
5
75
3
754
756
757
758
759
761
740
74
5
75
0
73
9
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1
74
2
74
374
4
74
6
74
7
74
8
74
975
1
735
731
732
733
734
736
737
73
8
73
9
73
2
73
3
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0
7
3
6
7
3
7
73
8
73
9
7
4
1
7
3
0
72
9
7
3
1
7
3
2
731
729
728
740
737
7
3
8
73
9
741
742
7
3
8
737
7
3
5
7
4
0
74
5
7
3
3
7
3
4
7
3
6
7
3
7
7
3
8
7
3
9
7
4
1
7
4
2
74
3
7
4
4
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
HYDRAULIC WORK MAP
13-A
LEGENDS
Recommend starting
HEC-RAS model
approximately 1,000 ft
downstream of project
area. This will also
address cross sections
2000 and 2200 not
containing the water
surface elevation.
HEC-RAS model: N-values should be defined for the left overbank,
channel, and right overbank at a minimum. One (1) n-value should not
be used for the entire length of the cross section.
40
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
HYDRAULIC WORK MAP
13-B
CULVERT ANALYSIS
41
Item 2.
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
XXXXX
30'
X
6
0
'
M
O
B
I
L
E
H
O
M
E
35.9'
16
1
.
9
'
40
.
6
'
28.3'
17.9'
31.2'
73
5
74
0
74
5
750
73
4
73
673
7
73
873
9
74
1
74
2
74
3
74
4
746747
748
749
735
73
6
73
7
74
0
737
73
8
73
9
74
174
2
74
5
75
0
74
2
74
3
74
4
74
674
7
74
8
749
751
75
2
75
5
75
3
754
756
757
758
759
761
740
74
5
75
0
73
9
74
1
74
2
74
374
4
74
6
74
7
74
8
74
975
1
735
731
732
733
734
736
737
73
8
73
9
73
2
73
3
74
0
7
3
6
7
3
7
73
8
73
9
7
4
1
7
3
0
72
9
7
3
1
7
3
2
731
729
728
740
737
7
3
8
73
9
741
742
7
3
8
737
7
3
5
7
4
0
74
5
7
3
3
7
3
4
7
3
6
7
3
7
7
3
8
7
3
9
7
4
1
7
4
2
74
3
7
4
4
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
HYDRAULIC WORK MAP
13-C
LEGENDS
42
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
HYDRAULIC WORK MAP
13-D
43
Item 2.
739.15
CORR. METAL PIPE 12"
738.32
CORR. METAL PIPE 12"
741.55
BENCH MARK SIR 5/8
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
S89°14'24"E 1240.09'
740
74
5
75
0
73
9
74
1
74
2
74
3
74
4
74
6
74
7
74
874
9
75
1
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
CHANNEL-A PLAN & PROFILE
14
CHANNEL-A
44
Item 2.
736.06
IRON ROD FOUND 1/2
CHAIN LINK FENCE
729.47
WIRE FENCE
730.76
WIRE FENCE
731.04
WIRE FENCE
CHAIN LINK FENCE CLOSE
736.30
WIRE FENCE FW4 END
736.19
WIRE FENCE FW4 B
736.02
WIRE FENCE END
736.84
WIRE FENCE
737.03
WIRE FENCE
740.34
WIRE FENCE END
739.00
CLEANOUT
738.82
CLEANOUT
739.03
CLEANOUTST
738.61
SEPTIC TANK
ST
738.63
SEPTIC TANK
ST
738.64
SEPTIC TANK
738.10
A.C. UNIT
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
OHE
S0°22'02"E 330.14'
7
3
5
73
1
73
2
73
3
73
4
7
3
6
73
2
733
73
1
7
2
9
7
2
8
73
7
738
738
73
7
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
CHANNEL-A PLAN & PROFILE
15
SE
E
C
U
L
V
E
R
T
PL
A
N
&
PR
O
F
I
L
E
S
H
E
E
T
1
7
SE
E
C
U
L
V
E
R
T
PL
A
N
&
PR
O
F
I
L
E
S
H
E
E
T
1
7
SE
E
D
I
T
C
H
-
8
P
L
A
N
&
PR
O
F
I
L
E
S
H
E
E
T
1
6
CHANNEL-A
45
Item 2.
IRON ROD FOUND 3/4 LEANING
731.25
EDGE OF WATER
EDGE OF WATER
733.92
EDGE OF WATER B733.86
EDGE OF WATER733.93
EDGE OF WATER
733.96
EDGE OF WATER
733.89
EDGE OF WATER
733.93
EDGE OF WATER
733.92
EDGE OF WATER CLOSE
732.24
GUY ANCHOR
732.47
POWER POLE OHL1 B S-W
731.46
WIRE FENCE FW5 B
737.66
POWER POLE OHL1
741.98
WIRE FENCE
743.39
POWER POLE OHL1
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
XX
X
7/8" IRF
N89°13'22"W 1355.25'
73
5
74
0
74
5
73
4
73
673
7
73
8
73
9
74
1
74
2
74
3
74
4
746747
73
2
73
3
DITCH-8 PLAN & PROFILE
16
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DITCH-8
46
Item 2.
736.02
BUILDING CORNER AFRAME
736.12
BUILDING CORNER AFRAME
736.31
BUILDING CORNER AFRAME
736.25
BUILDING CORNER AFRAME
736.28
BUILDING CORNER AFRAME
736.26
BUILDING CORNER AFRAME
736.17
BUILDING CORNER AFRAME
736.23
BUILDING CORNER AFRAME
7
3
5
7
3
6
T
737.13
TELEPHONE RISER
XXXXXXXX
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X
X
X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
XXXXXXXXXXXXXX
S0°05'00"E 314.24'
740
738
739
741
74074
5
73974174274
3744
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
CULVERT PLAN & PROFILE
LINE A
17
LINE B
47
Item 2.
737.13
TELEPHONE RISER
738.10
A.C. UNIT
X
X
X
X
X
X
X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X X X
X
X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
X
X
X
X
X
SA
M
B
A
S
S
R
O
A
D
(A
P
P
A
R
E
N
T
P
U
B
L
I
C
R
/
W
,
NO
R
E
C
O
R
D
F
O
U
N
D
)
S89°14'24"E 327.97'
S0
°
0
5
'
0
0
"
E
31
4
.
2
4
'
S0
°
2
2
'
0
2
"
E
735
735
731
732
733
734
736
73
7
7
4
0
7
3
6
7
3
7
7
3
8
73
9
7
4
1
737
7
4
0
74
5
7
3
7
738
7
3
9
7
4
1
7
4
2
74
3
74
4
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
WATER PLAN
18
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
1
9
SEWER = SEPTIC SYSTEM
48
Item 2.
X
X
X
X
X
X
X
X
X
X
X
X
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
N0
°
0
0
'
1
5
"
E
41
4
.
9
1
'
N88°52'58"W 105.09'
N0
°
0
5
'
0
2
"
W
750
748
749
73
6
73
7
74
0
737
73
8
73
9
74
1
74
2
74
5
75
0
74
2
74
3
74
4
74
6
74
7
74
8
74
9
751
75
2
75
5
75
3
75
4
756
757
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
WATER PLAN
19
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
1
8
SEWER = SEPTIC SYSTEM
49
Item 2.
757.35
GAS TEST STA
X
X
X
X
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE OHE OHE OHE OHE OHE OHE
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO
H
E
OH
E
OH
E
OH
E
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
X
X
XXXXX
30'
X
6
0
'
M
O
B
I
L
E
H
O
M
E
SA
M
B
A
S
S
R
O
A
D
(A
P
P
A
R
E
N
T
P
U
B
L
I
C
R
/
W
,
NO
R
E
C
O
R
D
F
O
U
N
D
)
S89°14'24"E 327.97'
S0
°
0
5
'
0
0
"
E
31
4
.
2
4
'
N89°13'22"W 110.14'
S0°14'22"E
50.00'
N89°13'22"W 1355.25'
N0
°
0
0
'
1
5
"
E
41
4
.
9
1
'
N88°52'58"W 105.09'
N0
°
0
5
'
0
2
"
W
27
8
.
3
3
'
S89°14'24"E 1240.09'
S0
°
2
2
'
0
2
"
E
33
0
.
1
4
'
73
5
74
0
74
5
750
73
4
73
673
7
73
873
9
74
1
74
2
74
3
74
4
746747
748
749
735
73
6
73
7
74
0
737
73
8
73
9
74
174
2
74
5
75
0
74
2
74
3
74
4
74
674
7
74
8
749
751
75
2
75
5
75
3
75
4
756
757
758
759
761
740
74
5
75
0
73
9
74
1
74
2
74
374
4
74
6
74
774
8
74
975
1
735
731
732
733
734
736
737
73
8
73
9
73
2
73
3
74
0
7
3
6
7
3
7
73
8
73
9
7
4
1
7
3
0
72
9
7
3
1
7
3
2
731
729
728
740
737
7
3
8
73
9
741
742
7
3
8
737
7
3
5
7
4
0
74
5
7
3
3
7
3
4
7
3
6
7
3
7
738
7
3
9
7
4
1
7
4
2
74
3
7
4
4
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
EROSION CONTROL PLAN
20
50
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DETAILS
21
CONSTRUCTION JOINT (BETWEEN
EXISTING & PROPOSED PAVEMENT)
51
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DETAILS
22
52
Item 2.
PROJECT NO.
revisionno.dateby
date
scale
vert
horiz
JAN 2024
of
sheet
23
MARLEY MEADOWS
SANGER, TEXAS
FOR
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@ICIVILENG.COM
DETAILS
23
53
Item 2.