HomeMy WebLinkAbout2181 12-12-2017 DENIEDORDINANCE NO. 2181
AN ORDINANCE AUTHORIZING THE ISSUANCE OF A SPECIFIC USE
PERMIT ON THE WESTPARK PROFESSIONAL CENTRE ADDITION,
BLOCK 1, LOT 2R1 AND 2R FOR A HOTEL; PROVIDING FOR A
SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VIOLATION;
PROVIDING FOR PUBLICATION IN THE OFFICIAL NEWSPAPER; AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the Planning and Zoning Commission has conducted a public hearing
on November 21, 2017, in conjunction with Specific Use Permit Case No. 17-11- SUP,
and has rendered a recommendation to the City Council with respect to this case;
WHEREAS, City C ncil has conducted a public hearing on December 12, 2017
has considered the rec dation of the Planning and Zoning Commission, and has
determined that the p ose ange is in the best interest of the general welfare of the
City of Euless and any for eeable negative impacts of the proposed use have been
mitigated through d n re tiq^&,r other set conditions;
NOW, THEREFORE
OF EULESS, TEXAS:
BY THE CITY COUNCIL OF THE CITY
1.
ALLOWED USES. That a Hote�
Use Permit Form (attached hereto an m
Exhibit A (attached hereto and made a pa4
Professional Centre Addition, Block 1, Lot 2R1
S
Ily described on the Specific
ereof) and as indicated on
permitted on the Westpark
SEVERABILITY CLAUSE. It is hereby declarea%Lb2go intention of the City
Council of the City of Euless that the sections, paragrapIRPrentences, clauses, and
phrases of this ordinance are severable and if any phrase, clause, sentence, paragraph,
or section of this ordinance shall be declared unconstitutional by the valid judgment or
decree of any court of competent jurisdiction, such unconstitutionality shall not affect any
of the remaining phrases, clauses, sentences, paragraphs, or sections of this ordinance,
since the same would have been enacted by the City Council without the incorporation in
this ordinance of any such unconstitutional phrase.
PENALTY FOR VIOLATION. Any person, firm, or corporation violating any of the
terms and provisions of this ordinance shall be deemed guilty of a misdemeanor, and
upon conviction thereof shall be fined in accordance with Chapter 1, "General Provisions,"
Section 1-12, "General Penalty," Euless Code of Ordinances. Each such violation shall
be deemed a separate offense and shall be punishable as such hereunder.
SECTION 4.
PUBLICATION. The caption, penalty clause, and effective date clause of this
ordinance shall be published in a newspaper of general circulation in the City of Euless,
in compliance with the provisions of Article II, Section 12, of the Euless City Charter.
Further, this ordinance may be published in pamphlet form and shall be admissible in
such form in any court, as provided by law.
SECTION 5.
EFFECTIVE DATE This ordinance shall be in full force and effect from and after
its passage, as provide J� Euless City Charter and the laws of the State of Texas.
PRESENTE�SED ON FIRST AND FINAL READING at a regular
meeting of the Eul Cit u n December 12, 2017, by a vote of _ayes,
nays,and ab o
0:21:2:16114 13
Linda Martin, Mayor
Kim Sutter, TRMC, City Secretary
APPROVED AS TO FORM:
Wayne Olson, City Attorney
Ordinance No. 2181, Page 2 of 13
T H E C I T Y O F
EKU �E)
'77
ORDINANCE NO.
SPECIFIC USE PERMIT CASE #17-11-SUP
LAND USE: Hotel
LOCATION: Westpark Professional Centre Addition, Block 1, Lots 2R1 & 2R
This permit is valid only for the property and use listed above and then ONLY in accordance with the
following documents and/or conditions:
CONDITIONS (INCLUDING DATES):
Considered by Planning and Zoning Commission:
DATE OF ACTION: November 21, 2017 ��
=approval I�Jdenial
X 4I ! /Vµr.,
Signature of P &Z Chairman
Considered by City Council:
DATE OF ACTION: December 12, 2017
approval denial
X
Signature of Ma
Lot 1, Black 1, Westpork
Professional Center Addition,
Volume 388-180, Page 88,
PRTCT
Q
N 88'51'3 " E lei I
I 20 Access . Nr
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SCALE z I".4m'-0"
Ordinance No. 2181, Page 4 of 13
4,1
No. 452562R
Plot Showing
Survey of Lot 2R, in Block 1, of
Westpark Professional Centre
Addition,
an Addition to the City of Euless, Tarrant County, Texas,
occording to the map or plat thereof recorded in Volume
388-196, Page 11, PEat Records, Tarrant County, Texas.
Title Counnitlntdt Nj t) ;c:
7ha• Jidfrtn4rrR+erjrrs fo Lent Jld a(Si hr'1in1v Rol the t'eu}lleihnrHN Hw rale Jm+n,uo. r i ".41n
11't"G d'allnnal 7Fav Lvx+,raurr 1 nuquont G'F'd'uurhrv•: 11 LI- 2 i
r,"111C 614ming in clatwu ,m pllA reuN,,$W lU V,durtn Pigc 11, Pi+o ftc.onlx, Tarrant
Cowil4. Tcxw
11 I;Ilhly EUSement, 5 feet in w•idUt, :datg. 111e N'Cst lard south pmpeny Illy.
:3 }Jdilof L•Hxwmem. 7.5 feet in wi,bb++'lung the F:axt ptnyteny lino:
3) Tmfrkv F;'ACMv1l1 Ulf cnunm rcut In %I id7h, ;tbog the S uotfiwem miner of pre nixv
4)1311ilding t.lnu.'_II fkvt in wgrth. along tbu U'est;ind Gtutlt pnsxny fine,
Al of these Items ffact this Iol and ery shcum an the Survey.
F. Rights of retinas, a s, ns mnaers ratty, Und�l vimaltlu dTocti,c ]rn+c .,gnvncnts. Not
Survey related.
0, k1crinmridia vat dated N'4 10M), AIA Itr512fxt9. C%ccut;d by Anil hcn,«n
Stirling F mid D 'A, LP db,1'ertaon'r"tea;ss, and c,ldcn.cd by tnstruwmt
rir.'nrl 'c JrAc No. 7441, Rud 1''roperty R,,vonfs, Lamm t: nuiuy, fetes, As
i11Tc • ah DislNlbnnc Ag t 9114 Amendtn4m ht I.cwt, Alm] 6 -0r1do
.',, filed 0'20119,
rc t:'lelk's rile No. rnii f{, Rc,q Properly Rcotrds, Tarnuri thunta.'fcxux. This
nl enacts thle lot and i9 on the Survey.
1. $Cad ae Siete
obtained ty o sefvallon us
2, There am no bulldings tin ude
3. E.cept as noted. 112- Iron
4. Abhrevlafl0M
US c utaly Ease
61. a 6ullfllrtg Line
PRTCT - Plat RCCotd
IPF n iron Pin found
IPS = 1 r2` Iron Pin set with
Survcyay'1s Ceniticatc:
lu: Ldkr fYirlh Sm+t3r+Y+h�jtmre,q 3A'Knig141 TIrh,, n1 ' %ilimplat I
T7tis ixma:rnify lhal111a,o pspUrcll this plat fnxltam cy +thiclslhnt,
ILnt t0 the bccl of my 1.nmticdge and bclwl; Ihle plat cwrmcily reptok,*3
0?103114
08.82.11
Gerdrai Zone and were
IV
TOPOGRAPHY
2 SCALE : N -T8_
� ..�' 0 W61A %
Airport F
Ni -Ai urt F+it
Ou�kTnip�
gSfie _
An
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a r c h i t e c t
200 south rogers street #102 • waxahachie texas 75165 • monsantoamhitecls@att.net • 972.938.2500
., 46
p
** '.. S,a
A-
2.
PROPOSED SITE
PROJECT:
COMFORT INN AND SUITES
2100 WESTPARK COURT
EULESS,TEXAS - 76040
Exhibit A
LOT INFORMATION:
AREA: 2.165 AC (94,307.4 S.F.)
CURRENT ZONING= C-2
ACTUAL USE: VACANT
1997 COMM. LAND DEV. = COMMERCIAL
ADDRESS= 2100 WESTPARK COURT
1410 0 1LOCATION MAP
I SCALE-: N/T/S/
CITY APPROVAL:
CASE NUMBER = 17 -11 -SUP
OWNER:
NEC Westpark Court LLC
6425 Bandera Avenue # 2f
DALLAS,TEXAS
PHONE: 972-740-1013
DEVELOPER:
MM3 HOSPITALITY LLC
8004 WINBROOK DR.
BENBROOK,TEXAS
PHONE: 817-709-5486
SHEET NUMBER
AO
DATE OF ORIGINAL ISSUE
08/02117
FIRST FLOOR= 14,146 S.F.
SECOND FLOOR= 12,416 S.F.
THIRD FLOOR= 12,416 S.F.
FPOURTH FLOOR= 12,416 S.F.
TOTAL AREA= 51,349 S.F.
ACCESSIBLE
RAMP By
CITY STANDARDS
EXIST. FIRE HYDRANT
Sr WIDE CONC.
Y
SIDEWALK B
1/CITY srANOARDs
O
Q �
5' WIDE CONC.
SIDEWALK BY
CITY STANDARDS
EXIST. FIRE HYDRANT
N'W 01SITE PLAN
I SCALE z I"P20'-0"
Ordinance No. 2181, Page 5 of 13
DARKING REQUIREMENTS:
V OF GUESTROOMS =
3ARKING REQUIRED =
DARKING PROVIDED =
DARK.
ACCESSIBLE
REQ.=
5
DARK.
ACCESSIBLE
PROVIDED =
6
8 cubic Yard Top
and End Loadbj
c""ampf
P
P I�
�I
a
� 6"OWmetee
Pipe Dulla.d
"
ti
3/4"D4mnn bW` c
I-112" De tp Pewee
fer tate [are U.
Concrete pad D"tignad
to Withstand 10.00001 Per
Single WMel toad,
- 1] Feet
0*jTRASH AREA DETAIL
ALE z N/T/S/
DOCK WGINNIS DRIVE
(60' R.O.W.)
S 01 d09'38" E
V
SUBGRADE
FENCE DETAIL
74
81
1x1 SOLID STOCK @3 "O.C.
5' WIDE CONC.
SIDEWALK BY
CITY STANDARDS
2x2 SQ. TUBE
HORIZ. (2 REQ)
4"X4" SQUARE END POST
ET POST IN 12" DIAM. PIER
OLE AND FILL W/ CONCRETE
FA
00
00
a
CTIW
J
m
O O O
Nm� OECOND THRU FOURTH FLOOR PLAN
jrm,OCALE
NM) O 1 FIRST FLOOR PLAN SCALE z
Ordinance No. 2181, Page 6 of 13
O b b b b b b 6 b
-0
-0
--0
- -(V)
OI 1 WEST ELI
SCALE % 3/32' -1'
STUCCO
BRICK VENEER
(TTP.)
09SOUTH ELEVATION
ALE : 3/32" -I' -O"
Ordinance No. 2181, Page 7 of 13
or
NOTE:
STUCCO SHALL BE A THREE-PART PORTLAND CEMENT STUCCO
BRICK
%
GLASS
%
STUCCO
%
STONE
%
TOTAL
WEST
1984,
23
1,560
17
3,115
35
2,205
24
8,864
EAST
2,246
25
2,360
26
2,049
23
2,205
24
8,860
SOUTH
697
22
140
5
1,910
61
352
11
3,099
NORTH
457
15
280
9
2,030
65
352
11
3,119
TOTAL
1 5,3841
23
1 4,3401
18
1 9,1041
59
1 5,1141
59
123,942
NOTE:
STUCCO SHALL BE A THREE-PART PORTLAND CEMENT STUCCO
BRICK % GLASS % STUCCO % STONE % TOTAL
WEST 1,984 23 1,560 17 3,115 35 2,205 24 8,864
EAST 2,246 25 2,360 26 2,049 23 2,205 24 8,860
SOUTH 697 22 140 5 1,910 61 352 11 3,099
NORTH 457 15 280 9 2,030 65 352 11 3,119
TOTAL 1 5,3841 23 1 4,3401 18 1 9,1041 59 1 5,114 59 23,942
EXIST. FIRE HYDRANT
5' WIDE CONIC.
SIDEWALK BY
••.. CITY STANDARDS
w VISIBILITY TRIANGLE
b°
9966 DOCK WGINNIS DRIVE
^3o VISIBILITY TRIANGLE
6 \ \ 5' WIDE CONC. (60' R•O'W')
SIDEWALK BY EXIST. FIRE HYDRANT 5' WIDE CONIC.
CITY STANDARDS SIDEWALK BY
VISIBILRY TRLWGLE WSIBILRY TRIANGLE CITY STANDARDS
i w
_ ________ ----------- _- 6' TALL MO T
•b
J SIGN so S.F.) , .VS 01.409'46';f 298.99'
EMERGENCY ACCESS e b b nb
_.._.._.._ .._ .._..� .�..�. __. .._.._.._
riitzi ae
7
DRAINAGE AND W7mLL LL LL
O UTILITY EASEMENT W
.. ..�
pg �. 64
V -- Q . 42 / ? %4� 70 " k 74 781�
- 7'54
------------------ ------------- Fl- ---, - - FlwE -
' ` `
wl 6 TALL MONUM NT
Q 41 WATER LINE AND ( EMERGENCY ACCESS EMERGENCY ACCESS 105 SIGN ( 50 S.F.)
•'4N JY FIRE HYDRANT DRAINAGE AND DRAINAGE AND EMERGENCY ACCESS
' 39 ` LOCATION OF FDC EASEMANT ! UTILITY EASEMENT UTILITY EASEMENT DRAINAGE AND pp
(0 4 30 \\ AND FIRE HYDRANT UTILITY EII3EMENT LL
FlRE VIIE
D 38 4
vv 300
7 ;', 571 7 82 84 b Do
ovvvv v o g v v o I a
vv o00
W
331
�, \ 85 87 /; 100 u�.
:RE
Y WIDE CONIC. � u mSDEWALK BY ` J
JRY STANDARDS` (I _______F / / •�• pq
,
urv- �
i
EMERGENCY ACCESS EMERGENCY ACCESS
DRAINAGE AND
DRAINAGE AND W
17 UTILRY EASEMENTLID
UTILITY EASEMENT
00
FlRE VII- � _ FlPE V--
a a
:+ W 18 TRASH 88 LEASED SITE
b 2g q 99 r
HYDRANT •.� .. a .. .. a .. .. .. a .. .. .. a .j<A%
xE«Ir '
w w .
I
__—LL_____.._.._.._.._ W.—LL_____.._.._.._.._.._LL._�._..___.._.._.._.._.._LL.___...._.._.._.._.._.._.._.._.._.._.._.._.J
�.Y— —"W L..Y--.. ... •.0=�JX-•W �•LL"�X-•LLQ=>-= .-—._-.. a .. a .w
S Old 8" 605.
ALONG EAST PROPERTY LINE
REF. DETAIL 02/A1
LAND5GAPE PROVIDED
COMMON NAME
SCIENTIFIC NAME
MM. PLANT, REQUIREMENTS
XIANTITY
DOCK MCGINNIS VE= 49,914 S.F.
SHUMARD RED OAK
OUERCUS TEXANA
3" CALIPER STRAIGHT TRUNK
15
CRAPE MYRTLE
LAGED ICA EMIA
INDICA
M
5 GAL, MULTI Tfd1NC
15
NON STREET YARD
INDIAN HAUTHORdE
RHAPIOLEPSIA OVATA
CLARA
2'(24') HT.
61
DB
DWARF B)RFORD
LLEX COFNUTA
BUFORDII NANA
2'(24') HT.
61
JB
JAPANESE BARBERRY
SERI TUNBERaI
2'(24') HT,
66
COMPLIANCE=
COMMON BERMUDA
CTNODON LACTIDON
SOD
JUNIPER SPECIES
JUN. HORIZONTALIS
GROUND COVER
1,500 SF.
Ordinance No. 2181, Page 9 of 13
NQ) 011-ANDSCAPE PLAN
SCALE : I'.20'-0"
0 50 100
UIRED:
LANDSCAPE REQUIREMENTS
STREET TREES REQUIRED = ONE TREE PER 1,000 SQUARE FEET, OR FRACTION THEREOF
10,186/ 1,000=10.18 = 11 TREES
STREET TREES PROVIDED = 15 TREES
SHRUBBERY REQUIRED = ONE SHRUB FOR EVERY 50 S.F. OF THE AREA REQ. TO BE LANDSCAPED.
10,186 S.F./50= 203 SHRUBS
SHRUBBERY PROVIDED = 275 SHRUBS
GROUND COVER.=TEN PERCENT OF THE LAND AREA REQUIRED TO BE LANDSCAPED
10,186 S.F. x 10%= 1,018 S.F.
GROUND COVER PROVIDED= 1,500 S.F.
LAN REQ
EA
= 94,307.4 S.F. (2.165 AC)
REET YARD FROM FRONT OF BLDG TO PROP.
LINE)
DOCK MCGINNIS VE= 49,914 S.F.
WEST PARK 17,984 S.F.
67,898 S.F.
CJO=
CAPEED 15% OF LOT AREA
= 10,185 S.F.
ROPO DSCAPE AREA= STREET YARD
= 10,185 S.F.
NON STREET YARD
= 16,097 S.F.
OPOSED LANDSCAPED AREA
= 26,282 S.F.
OF LOT AREA
= 27%
REQUIRED STREET YARD AREA= 90 SQUARE FEET FOR EACH 12 PARKING SPACES
105/12=9x 90
= 810 S.F.
PROVIDED STREET YARD AREA
= 1,152S.F.
REQUIRED NON STREET YARD AREA= 60 SQUARE FEET FOR EACH 12 PARKING SPACES.
105/12=9X60=540 S.F.
PROVIDED NON STREET YARD AREA+
=10,490 S.F.
COMPLIANCE=
YES
SDMH
24"t=542,99 1
48"t=542.99 d '
54"t=542.49 \ p \
/ // AIs
18x=544.13
\ /
los'
24"�=545.63
If
/I \ 18"45.0
/ p�TIE INTO BACK OF -----
EXISTING INLET
- / � \ `� \:•.�R CONSTRUCT 10' CURB INLET--_-
\ QA = 3xYt.5 \ \ I
AREA = 1.25 ACRES s
Qc�aAatr = 13.36 CFS \
/ 551.1 TCC : ;14Q = 12-24 CFS
550.6 G \ :•. • :��. 551.90 TC \
MATCH
551.35 TC ' �\ ?OO' \
550.85 G I I 2lg 552.40 TC S
30 MATCH
51.6 TC 552.1 TC ��F gRFq l"'T :.� S )
551.25 TC 551.1 G
551.6 G 8"SS
552.6 TC S SSMH
5 5 G / / 552.1 G 81=547.9±
I
I
551.9 TC -
I
I
� 551.4 G
/ 55
ti
3.
.55. .
i
DOCK McGINNIS DRIVE
(60' R.O.W.) o /
15,
556.00 TC
UTILITY
MATCH 556.50 TC I EASEMENT
MATCH
_jj s
---- - '
sem• -. �-
A �T
7.
GRADE BREAK
- 554 T- -- ®-
557 G- _
5 C- -
556.6 G
X553.1 TC 55361 G - - �55j4�8� \ 558.6 TC
554.9 TC 555.2 TC `S554.4 G 554.7 G556.8 TC
0• 552.6 G }'' 24� GRATE INLET 554.3 G 558.1,G
t Q = CdA(29H)05 556.3 G \
�! � EMERGENCY ACCESS, �
DRANAGE AND UiIUTY AREA = 0.78 ACRES
552.4 TC
EASEMENT Qc.�trAqtr = 17.7 CFS
O ' • / / 551.9 G 5 555.4 TC 555.15 C 555.15 C 555.4 TC Q
�' 554.9 G 554.9 G too = 8.07 CFS
/ /. 552.9 TC -
�/ 552.4 G
I 2.7 TC 554.0 -Y N be le,
0
552.2 G 555.45 TC
554.4 TC } 555.. TC w
/ 5551 TC I 555. TC T d ,
%�
55416 G 554. 0 G 5.1 555.1 G
553.9 G / . •. ... d' ° °•. , 'e' o 0
554.60 TC d° °
v e WE v- 111111H
-
�.�� 554.10 G
53.1 T 555.30
5 52.6 G 554.4 TGC 555.50 C
Ir rn \ \ \ GRADE BREAK
BUIL ING
2 \ I , FF = 555.50
'io 551. G 24 �d. 555.50 C DING F 5.50
I-"Ih" 552. T
DRAINAGE AND UTUSStt / PROPOSED \ UITES
Ir' •'' 551.9 N EASEMENT 555.3 TC POOL BUILDING
\ 554.8G < , 1 STORY 555.50 SEDC LLYSPRT I RI
ESTROO
ARKING S
5' I 552.4 TC 55 1 TC
UTIUTY ® 551.9 G a! .
EASEMENT II;:?.. 554 6 G
SS2��L
554
- S=0.0082 7.5' UTILITY EASEM
r. h-
II S 01d09'38" E 605.96' /
II
II
II I
II 554-
LINETYPE LEGEND
ABBREVIATIONS
GRADING LEGEND
SYMBOLS LEGEND
557.8 G
555.50 C
% MIN
i
Lu
ZI
EXISTING
PROPOSED
AB
AGGREGATE BASE
LF
LINEAR FEET
556.5 G
EXISTING
PROPOSED
- CENTERLINE
AC
ASPHALT CONCRETE
MH
MANHOLE
555'40 TC
PROPOSED SWALE GRADE TO
/7554.9 G
ON
DRAIN. 0.596 MIN. SLOPE.
.���
METAL STREET LIGHT ASSEMBLY
557.8 G
555.50 C
% MIN
i
Lu
ZI
EXISTING
PROPOSED
AB
AGGREGATE BASE
LF
LINEAR FEET
EXISTING
PROPOSED
- CENTERLINE
AC
ASPHALT CONCRETE
MH
MANHOLE
�� ��
PROPOSED SWALE GRADE TO
ON
DRAIN. 0.596 MIN. SLOPE.
.���
METAL STREET LIGHT ASSEMBLY
EASEMENT
BFR
BARRIER FREERAMPR
PC
PAVEMENT
PRELIMINARY
BM
C
BENCHMARK
CONCRETE
R
ROW
RADIUS
RIGHT-OF-WAY
_ _ _ GB _ _
GRADE BREAK
•
GUARD POST
GRADING P LAN
- -
-
- PROPERTY LINE
CL
CENTERLINE
SD
STORM DRAIN
55.32 TC
SIGN ON POST
------- RIGHT-OF-WAY
CNS
COMPACTED NATIVE SOIL
SF
SQUARE FEET
54.82P
PROPOSED ELEVATION
CP
CONTROL POINT
S
SEWER
OO
®
STORM SEWER MANHOLE
123
556 CONTOUR
CR
D
CROWN
DIRT
STA
STD
STATION
STANDARD
EXISTING ELEVATION
®
CITY STANDARD INLET
CITY APPROVAL:
CHAIN LINK FENCE
DI
DRAIN INLET
TC
TOP OF CURB
DWG
DRAWING
TOE
TOE OF SLOPE
�SD=0.0036
PROPOSED STORM DRAIN PIPE SLOPE
"SS
SEWER MANHOLE
CURB AND GUTTER
EC
EDGE OF CONCRETE
TOP
TOP OF SLOPE
PROPOSED SURFACE SLOPE (FEET/FOOT)
ACCESSIBLE PARKING SYMBOL N
FG
FINISH GRADE
TW
TOP OF WALL
^S=0.0036
(�
GRADE BREAK
FH
FIRE HYDRANT
TYP
TYPICAL
RETAINING WALL
FF
FINISH FLOOR
VG
VALLEY GUTTER
1.7%
PROPOSED SURFACE SLOPE (PERCENT)
IIIIIIIIII
ACCESSIBLE RAMP
FL
FLOW LINE
W
WATER
SCALE IN FEET
GB
GRADE BREAK
WM
WATER METER
o
PARKING BUMPER SYMBOL
s 24"
ss SANITARY SEWER
GP
GUARD POST
D 24"
- - - - - STORM DRAINAGE
G
GUTTER
o 10 20 40
w
w WATER
FIRE LANE STRIPING
Ordinance No. 2181, Page 10 of 13
GATEWAY
6012 REEF POINT LANCE, SUITE J, FT WORTH, TX 761135
P. 817-4394"4 TEXAS FOCR59 REG. F-17439
e/�l8"LL=44.13
24"LL=543.63 S \
\ \
18"LL=545.0 \ s \alit
\ \ \ ` ` _
�. EXISTING FIRE \ ------ -----_ -------------------
0
�:..: HYDRANT LOCATION —
.:. kl�
PROPOSED
#4 BARSy
I L6" STABILIZED
CURB POURED
SANITARY SEWER MANHOLE
® 18 E W
6" REINF. SUBGRADE
(SEE NOTES)
Sol
MONOLITHIC
ECONC NOTES)
(
LIMITS
\
CONNECTION TO EXISTING s \
—
24"
\
/a, ? WATER MAIN AS REQUIRED \
—
—
\
GUTTER
4" DOUBLE CHECK DETECTOR ASSEMBLY
2-1/2"
W/ CLASS 3 JOINT SEALER WHEN NO
0
WATER METER
CLASS 3
(OP-110NAL)
\
s \
EXISTING SEWER MANHOLE
/
1"
8"SS
INSTALL NEW SEWER SERVICE UNE
MATCH INVERT
-
PROPOS
worml
'
POOL BUILIDIRI,
%>` Q: CONTOUR
3/4"x15"
1 STORY
•ems. �. a
... ..........:.........:...
, eS
15"
FIRE UNE
PROPOSED FIRE HYDRAN!ll
15' 15' SAWED OR GROOVED
TRANSVERSE
TRANSVERSE JT.
JOINT FILLER STOMERIC
7177=7 7 T777777777EXP. JTS.
#4 BARS ®Z INTERSECTIONS
18" C/C BUT NOT TO
o EXCEED 120' C/C
-I
BACKCURB OF LLONGITUDINAL
JOINT
OR E/P STEEL LAYOUT PLAN
NOTES:
CONCRETE PAVEMENT SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4200 PSI AT 28 DAYS.
SECTION MAY BE CROWNED (PARABOLIC OR
STRAIGHT); INVERTED; OR HAVE A STRAIGHT
CROSS SLOPE. MAXIMUM CROSS SLOPE IS 67.
MAXIMUM LONGITUDINAL GRADE IS 67.
MIN. OF 30 LBS/S.Y. LIME OR CEMENT
REQUIRED FOR SUB- GRADE STABILIZATION.
COMPACTION TO 95% STANDARD STANDARD
PROCTOR DENSITY, AND HAVE A MOISTURE
CONTENT FROM 0% TO +4% ABOVE OPTIMUM
MOISTURE.
Ordinance No. 2181, Page 11 of 13
ANSION
0 DOWEL
1TED W/ASPHALT
E SLIPPAGE
#3 CONT. BETWEEN
EXP. JOINT
#3 BARS
36" C/C
1 1/2"
CURB REINFORCING
EMERGENCY ACCESS AND
FIRE LANE EASEMENT
YPICAL PAVEMENT SECTION
CITY
OF
—FL EULESS 11/04
SYMBOLS LEGEND
EXISTING
PROPOSED
#4 BARSy
I L6" STABILIZED
CURB POURED
SANITARY SEWER MANHOLE
® 18 E W
6" REINF. SUBGRADE
(SEE NOTES)
Sol
MONOLITHIC
ECONC NOTES)
(
LIMITS
24'-0" FIRE LANE MIN
(OPTIONAL CU
6"
24"
MEL
18" C/C
* 3/16"x1-1/2" DEEP SAWED JT. FILLED
APPROVED 7.5" 4.5" 3"
GATE VALVE
GUTTER
BUILD
2-1/2"
W/ CLASS 3 JOINT SEALER WHEN NO
0
WATER METER
CLASS 3
(OP-110NAL)
CONST. JT.
;qq_
CONST. JT. USED HERE
1"
FF
-
PROPOS
worml
'
POOL BUILIDIRI,
%>` Q: CONTOUR
3/4"x15"
1 STORY
15"
15"
#4x30" DEFORMED
SMOOTH
p':.:'::• .+: :c..= ••;
BARS ON 18" C/C
DOWELS ON
EXISTING FIRE
12 C/C 3/4"
PREMOLDED
CONST. JT.
DETAIL
T�I6
EXP. JT. MAT L. TO P
.lYDRANT LOCATION
EXPANSION JT. DETAIL
15' 15' SAWED OR GROOVED
TRANSVERSE
TRANSVERSE JT.
JOINT FILLER STOMERIC
7177=7 7 T777777777EXP. JTS.
#4 BARS ®Z INTERSECTIONS
18" C/C BUT NOT TO
o EXCEED 120' C/C
-I
BACKCURB OF LLONGITUDINAL
JOINT
OR E/P STEEL LAYOUT PLAN
NOTES:
CONCRETE PAVEMENT SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4200 PSI AT 28 DAYS.
SECTION MAY BE CROWNED (PARABOLIC OR
STRAIGHT); INVERTED; OR HAVE A STRAIGHT
CROSS SLOPE. MAXIMUM CROSS SLOPE IS 67.
MAXIMUM LONGITUDINAL GRADE IS 67.
MIN. OF 30 LBS/S.Y. LIME OR CEMENT
REQUIRED FOR SUB- GRADE STABILIZATION.
COMPACTION TO 95% STANDARD STANDARD
PROCTOR DENSITY, AND HAVE A MOISTURE
CONTENT FROM 0% TO +4% ABOVE OPTIMUM
MOISTURE.
Ordinance No. 2181, Page 11 of 13
ANSION
0 DOWEL
1TED W/ASPHALT
E SLIPPAGE
#3 CONT. BETWEEN
EXP. JOINT
#3 BARS
36" C/C
1 1/2"
CURB REINFORCING
EMERGENCY ACCESS AND
FIRE LANE EASEMENT
YPICAL PAVEMENT SECTION
CITY
OF
—FL EULESS 11/04
SYMBOLS LEGEND
EXISTING
PROPOSED
#4 BARSy
I L6" STABILIZED
CURB POURED
SANITARY SEWER MANHOLE
® 18 E W
6" REINF. SUBGRADE
(SEE NOTES)
EXCAVATION
MONOLITHIC
ECONC NOTES)
(
LIMITS
24'-0" FIRE LANE MIN
(OPTIONAL CU
6"
24"
SEAL WITH
18" C/C
* 3/16"x1-1/2" DEEP SAWED JT. FILLED
APPROVED 7.5" 4.5" 3"
GATE VALVE
GUTTER
OPTIONAL
2-1/2"
W/ CLASS 3 JOINT SEALER WHEN NO
0
WATER METER
CLASS 3
(OP-110NAL)
CONST. JT.
;qq_
CONST. JT. USED HERE
1"
EDGES
-
STD. CB.
'
?: %•`
%>` Q: CONTOUR
3/4"x15"
15"
15"
#4x30" DEFORMED
SMOOTH
p':.:'::• .+: :c..= ••;
15' 15' SAWED OR GROOVED
TRANSVERSE
TRANSVERSE JT.
JOINT FILLER STOMERIC
7177=7 7 T777777777EXP. JTS.
#4 BARS ®Z INTERSECTIONS
18" C/C BUT NOT TO
o EXCEED 120' C/C
-I
BACKCURB OF LLONGITUDINAL
JOINT
OR E/P STEEL LAYOUT PLAN
NOTES:
CONCRETE PAVEMENT SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4200 PSI AT 28 DAYS.
SECTION MAY BE CROWNED (PARABOLIC OR
STRAIGHT); INVERTED; OR HAVE A STRAIGHT
CROSS SLOPE. MAXIMUM CROSS SLOPE IS 67.
MAXIMUM LONGITUDINAL GRADE IS 67.
MIN. OF 30 LBS/S.Y. LIME OR CEMENT
REQUIRED FOR SUB- GRADE STABILIZATION.
COMPACTION TO 95% STANDARD STANDARD
PROCTOR DENSITY, AND HAVE A MOISTURE
CONTENT FROM 0% TO +4% ABOVE OPTIMUM
MOISTURE.
Ordinance No. 2181, Page 11 of 13
ANSION
0 DOWEL
1TED W/ASPHALT
E SLIPPAGE
#3 CONT. BETWEEN
EXP. JOINT
#3 BARS
36" C/C
1 1/2"
CURB REINFORCING
EMERGENCY ACCESS AND
FIRE LANE EASEMENT
YPICAL PAVEMENT SECTION
CITY
OF
—FL EULESS 11/04
SYMBOLS LEGEND
EXISTING
PROPOSED
#4 BARSy
I L6" STABILIZED
OO
SANITARY SEWER MANHOLE
® 18 E W
6" REINF. SUBGRADE
(SEE NOTES)
EXCAVATION
®
ECONC NOTES)
(
LIMITS
N
#4 BARS ®
3/8WIDE x 1FORMED
" "
SEAL WITH
18" C/C
GROOVE W/CLASS 3
APPROVED 7.5" 4.5" 3"
GATE VALVE
ELASTOMERIC FILLER.
HOT POURED
FIRE HYDRANT
"
0
WATER METER
CLASS 3
O
TOOLED
;qq_
SEALER.
1"
EDGES
-
3/4"x15"
15"
15"
#4x30" DEFORMED
SMOOTH
p':.:'::• .+: :c..= ••;
BARS ON 18" C/C
DOWELS ON
LONGITUDINAL
12 C/C 3/4"
PREMOLDED
CONST. JT.
DETAIL
T�I6
EXP. JT. MAT L. TO P
EXPANSION JT. DETAIL
15' 15' SAWED OR GROOVED
TRANSVERSE
TRANSVERSE JT.
JOINT FILLER STOMERIC
7177=7 7 T777777777EXP. JTS.
#4 BARS ®Z INTERSECTIONS
18" C/C BUT NOT TO
o EXCEED 120' C/C
-I
BACKCURB OF LLONGITUDINAL
JOINT
OR E/P STEEL LAYOUT PLAN
NOTES:
CONCRETE PAVEMENT SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4200 PSI AT 28 DAYS.
SECTION MAY BE CROWNED (PARABOLIC OR
STRAIGHT); INVERTED; OR HAVE A STRAIGHT
CROSS SLOPE. MAXIMUM CROSS SLOPE IS 67.
MAXIMUM LONGITUDINAL GRADE IS 67.
MIN. OF 30 LBS/S.Y. LIME OR CEMENT
REQUIRED FOR SUB- GRADE STABILIZATION.
COMPACTION TO 95% STANDARD STANDARD
PROCTOR DENSITY, AND HAVE A MOISTURE
CONTENT FROM 0% TO +4% ABOVE OPTIMUM
MOISTURE.
Ordinance No. 2181, Page 11 of 13
ANSION
0 DOWEL
1TED W/ASPHALT
E SLIPPAGE
#3 CONT. BETWEEN
EXP. JOINT
#3 BARS
36" C/C
1 1/2"
CURB REINFORCING
EMERGENCY ACCESS AND
FIRE LANE EASEMENT
YPICAL PAVEMENT SECTION
CITY
OF
—FL EULESS 11/04
SYMBOLS LEGEND
EXISTING
PROPOSED
m o In
(s
OO
SANITARY SEWER MANHOLE
0
•
SANITARY SEWER CLEANOUT
®
B
GENERAL WATER VALVE
N
CHECK VALVE
BACKFLOW PREVENTOR
N
GATE VALVE
•, •:
Ak
FIRE HYDRANT
"
0
WATER METER
• 4 :'
O
FIRE DEPARTMENT CONNECTION
;qq_
RP DEVICE
GATEWAY
6012 REEF POINT LANCE, SUITE J, FT WORTH, TX 261135
P. 617-43 4 TEXAS FI1RM REG. F-17439
I =
11.07.17
DOCK McGINNIS DRIVE
(60' R.O.W.)
APPROXIMATE• • OF
SERVICES.WATER DOMESTIC
IRRIGATIONSSMH METER AND
_ +• •• VIII
is
\\\\\\\\\\\\\\\\�■�I
\\�\\\\oma\\�
\211
\\\\\\\\\\\\\\ \\\\\
__-
41111llllll0Fillllllllll
SEWER SERVICE POINT
TO RISER ROOM OF CONNECTION
IBUILDING FF = 555.50
PROPOSED COMFORT INN AND SUITES
` 4 STORIES, FULLY SPRINKLED
I96 GUESTROOMS
` 105 PARKING SPACES
DOMESTIC SERVICE
POINT OF CONNECTION
7.5' UTILITY EASEMENT
7.5'
UTIUTY
EASEMENT
P"j
UTILITY CON;, ICTION NOT
1. CONTRACTOR SHALL OBI, A PARKWAY FOR ANY WORK WITHIN THE OF EULESS RIGHT-OF-WAY.
2. CONTRACTOR SHALL REVIEW THE SITF ,TICAL AND PLUMBING PLANS P1 rO ANY CONSTRUCTION TO INSURE THAT THE PROPOSED UTILITIES SHOWN ON
THESE PLANS ARE IN PROPER ALIT" AND DEPTH.
3. ALL CONSTRUCTION SHALL CONFOi THE REQUIREMENTS OF THE STAP' SPECIFICATIONS OF THE CITY OF EULESS, TEXAS.
4. CONTRACTOR SHALL BE REQUIRED TG ')E AND MAINTAIN ALL NECr WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, ETC.) TO
PROTECT THE PUBLIC SAFETY AND HEAL TIL THE WORK HAS BF' .PLETED AND ACCEPTED BY THE CITY.
5. ALL PIPES SHALL BE KEPT FREE OF TRASH ''RT AT ALL T (HE END OF EACH DAY, THE PIPE SHALL BE TEMPORARILY SEALED/CONNECTED. ALL
PIPE INSTALLATION SHALL BE PERFORMED AS . -" -" PIPE MANUFACTURER. THE CONTRACTOR SHALL INSPECT THE SITE DAILY AND KEEP THE
SITE FREE OF TRASH AND CONSTRUCTION DEBRIa.
6. THE CONTRACTOR SHALL CONTACT THE ASSIGNED INSPLwult FOR THE OPERATION OF ALL WATER VALVES & SCHEDULING OF SERVICES BY
WATER/WASTEWATER.
7. WATER PIPE FOR FIRE UNE SHALL BE POLY VINYL CHLORIDE (PVC) PIPE CONFORMING TO AWWA C900 CLASS 150 AND SHALL BE INSTALLED PER
MANUFACTURER'S REQUIREMENTS, OR APPROVED EQUAL. MINIMUM 42 INCH COVER REQUIRED.
8. PROVIDE THRUST BLOCKING ON WATER PIPING PER NCTCOG SPECIFICATIONS.
9. WATER PIPE SMALLER THAN 4 INCHES SHALL BE POLY VINYL CHLORIDE (PVC) SCHEDULE 40 AND INSTALLED PER MANUFACTURER'S REQUIREMENTS, OR
APPROVED EQUAL
10. ALL ON-SITE WATER PIPE 4 INCH AND LARGER SHALL BE CHLORINATED AND TESTED BY AN APPROVED AGENCY AND - PLUMBING SECTION (AWWA C-601).
11. INSTALL WATER PIPE TO PROVIDE 12" MIN. CLEAR OF ALL PROPOSED AND EXISTING PIPING.
12. THE CONTRACTOR SHALL MAINTAIN THE EXISTING WATER MAINS AND SERVICES IN OPERATION WHEN INSTALLING NEW WATER MAINS. THIS SHALL INCLUDE ANY
TEMPORARY CONNECTIONS, IF REQUIRED.
13. SEWER LATERALS SHALL BE PVC SDR -35 GRAVITY SEWER PIPE AND FITTINGS, AND SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS, OR APPROVED
EQUAL
14. ALL WORK SHALL BE IN CONFORMANCE WITH THE UNIFORM PLUMBING CODE, LATEST REVISIONS.
15. UNLESS OTHERWISE NOTED, ALL SEWERS LATERALS BE INSTALLED AT A MIN. SLOPE OF 2.0%.
16. THE CONSTRUCTION OF SEWER LATERALS SHALL COMMENCE AT THE LOWEST POINT OF THE SYSTEM (I.E. AT A MANHOLE OR THE END OF AN EXISTING MAIN).
THE INSTALLATION OF SEWER LATERALS SHALL ALWAYS PROCEED UPSTREAM IN ALL LOCATIONS.
17. CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH OF EXISTING SANITARY SEWER LATERAL IN THE FIELD PRIOR TO THE CONSTRUCTION OF THE
PROPOSED SANITARY SEWER UNE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY GATEWAY ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.
18. LOCATION OF SAMPLE POINT SHALL BE PER THE CITY STANDARD DETAIL OR AT THE DIRECTION OF ENVIRONMENTAL SERVICES.
19. ALL TRENCHES SHALL BE BACKFILLED AND REPAIRED PER CITY STANDARDS.
h
G
m o In
s a
a
r c
h i
't e c t
200 south rogers street #102 • \Naxahachie texas 75165 • monsantoarchitects@att.net
• 972.938.250
PROJECT:
COMFORT INN AND SUITES
2100 WESTPARK COURT
EULESS,TEXAS - 76040
c
PAVING LEGEND
PRELIMINARY UTILITY
AND PAVING PLAN
CITY APPROVAL:
li<\�%_N
Ar7l
SCALE IN FEET
0 10 20 40
CASE NUMBER = 17 -11 -SUP
OWNER: DEVELOPER:
NEC Westpark Court LLC MM3 HOSPITALITY LLC
6425 Bandera Avenue # 2f 8004 WINBROOK DR.
DALLAS, TEXAS BENBROOK,TEXAS
PHONE: 972-740-1013 PHONE: 817-709-5486
SHEET NUMBER
C2
DATE OF ORIGINAL ISSUE
08/02/17
MIN. 7" THICK CLASS "C", 3600 PSI CONCRETE WITH
#4 REBAR AT 18" O.C., BOTH DIRECTIONS OVER
COMPACTED SUBGRADE IN ALL DRIVE AISLES
MIN. 6" THICK CLASS "C", 3600 PSI CONCRETE WITH
#4 REBAR AT 18" O.C., BOTH DIRECTIONS OVER
COMPACTED SUBGRADE IN ALL DRIVE AISLES
MIN. 5" THICK CLASS "C", 3600 PSI CONCRETE WITH
#4 REBAR AT 18" O.C., BOTH DIRECTIONS OVER
COMPACTED SUBGRADE IN ALL PARKING AISLES
•, •:
MIN. 4" THICK CLASS "C", 3600 PSI CONCRETE WITH
"
#3 REBAR AT 18" O.C., BOTH DIRECTIONS OVER
• 4 :'
COMPACTED (93%) SUBGRADE IN SIDEWALK AREAS
PRELIMINARY UTILITY
AND PAVING PLAN
CITY APPROVAL:
li<\�%_N
Ar7l
SCALE IN FEET
0 10 20 40
CASE NUMBER = 17 -11 -SUP
OWNER: DEVELOPER:
NEC Westpark Court LLC MM3 HOSPITALITY LLC
6425 Bandera Avenue # 2f 8004 WINBROOK DR.
DALLAS, TEXAS BENBROOK,TEXAS
PHONE: 972-740-1013 PHONE: 817-709-5486
SHEET NUMBER
C2
DATE OF ORIGINAL ISSUE
08/02/17
54' PIPE / \ \
SDMH / \ SDMH ,
24'C=542.99 ' 1 \ 24'C=542.99
46'C '
=%2.99 \ 46'C=54299
WE -542.49 54'C-542.49 I
\ / / \
/\ 24'LL=543.63 2erL=543.63 � \/ \/\/
16'fL=5 .D EXISTING CURB INLET ` 1 6 C- EXISTING CURB
-- -- --
/
" DOCK McGINNIS DRIVE /
(60' R.O.W.)
r \
r
9
,rte z
Jv
/!•4 � \ �,r, q ��! « � :�R!-t!'rt''":i9'�'��'-. .'1� .R:'F4•.^t:'. - ,-�• RFI,-. �. �'T,�4!�l' .:rP ll!Y. , L •a4'y. .ly.�q. , / •\ '�'CG�?« : *!,n lr tw,s•
/ , �: / rw,e::� ':.?,z'I.. .. ✓e. ..b;e�>rr,, z t rr.. ;i�;R .c.*. Srt�'�;�r..,.><•-�q_...�T.+,..,, �-`r,.�..i: _v.?n .�,
1
- - - - - - - - - - - - - - ------
DOCK
-----DOCK McGINNIS DRIVE - -
(60' R.O.W.)
PROPOSED UNDERGROUND !ET*TION AREA
'� ;:'!!!',•.T:,,R:'�4;'*.'�' �..r:;e�r�?..l�e s -r'r�. lt=• .4n,,�''S,.n"R��s,T..:?4��T'F.,,.•F.^•,*4:`•' .�- r , �:.�s,;, • ,a,,,,eS;SJ.R�,r.;� - .
lc•..
/ O / - / -0 /
\ s
Q5
/ '�X /� /'
E 1 / P1
V1.
.03 21.l l" 11
I �• /� 1.` 5
I I I // FF -555.50 BUILDING FF=555.50\
I \ PROPOSED I PROPOSED
OPOSED COMFORT INN A D SUITES OPOSED COMFORT INN A D SUITES
I•V /POOL BUILDING \ I,' /POOL BUILDING
I 1 $TORY 4 STORIES, FULLY SPRINKLED I 1 STORY 4 STORIES, FULLY SPRINKLED
96 GUESTROOCE n I 96 PARKIUES NG
PACE n
105 PARKING SPACES EX2 I I SC.4 I I R OMS
105 PARKING SPACES EX2
•Y\a �e:I ✓ 0.11 1.1 IY\� �`:• ♦ 0.11 1.1
I ��. 5 5-
"-------------------- ---- - - -- I 1 5- - ---- --- ------...------ ------ ---
r.-
S 01 d09'38"
E 605.96' S 01 d09'38" E 605.96'
- - 556 - -� I I -556
556 - ro S 1 I I ro S 1
V21
82 2.8
I I
I I
� � I
1 I Ilk I
� I J
Ordinance No. 2181, Page 12 of 13
1h
GATEWAY
6012 REEF POINT LANE, SUITE 9D, FT WORTH, TX 26135
P. 817-4394"4 TEXAS PIRM GREG. P-12439
4,7
1 /7
SCALE IN FEET
Time of
Intensity
Discharge
Discharge
DRAINAGE AREA
AREA
Total
Discharge
Intensity
Intensity 1
C
Concentration
15 -YR
(Q)100 -YR
(Q) 100 -YR
NOTES .440
DESIGNATION
(Ac.)
(CA)
(Q) 5 -YR (cfs)
10 -YR (in/hr)
YR (in/hr)
Inlet ID #
Tc (min)
(in/hr)
(cfs)
(cfs)
1 2 3 4 5 6 7 8 9 10 11 12 13
PRE -DEVELOPMENT CONDITIONS
EX1 0.30 2.03 0.61 10 6.60 4.02 7.80 4.76 11.50 7.01 Overland flow to curb inlet
EX2
0.90
0.11
0.10
10
6.60
0.64
7.80
0.75
11.50
1.11
Existing leased space, flows to curb inlet
OSI
0.30
0.82
0.25
10
6.60
1.62
7.80
1.92
11.50
2.83
Offsite area flows onsite
SITE TOTALS 2.96 0.61 6.29 7.43 10.95
POST DEVELOPMENT CONDITIONS
EX1
0.90
2.03
1.83
10
6.60
12.07
7.80
14.27
11.50
21.04
Area to be detained to existing flows
EX2
0.90
0.11
0.10
10
6.60
0.64
7.80
0.75
11.50
1.11
Existing leased space, flows to curb inlet
OSI
0.30
0.82
0.25
10
6.60
1.62
7.80
1.92
11.50
2.83
Offsite area to be routed around site to ROW
SITE TOTALS
2.96
2.17
14.34
16.94 24.98
GATEWAY
6012 REEF POINT LANE, SUITE 9D, FT WORTH, TX 26135
P. 817-4394"4 TEXAS PIRM GREG. P-12439
4,7
1 /7
SCALE IN FEET
STORM DRAIN DETENTION CALCULATIONS - MODIFIED RATIONAL METHOD
100 -yr storm
Minutes
Frequency
(Yr)
a
Intensity
C
Area
(acres)
Inflow Peak
Discharge
(cfs)
ProposedEstimated
Outflow Peak
Discharge
(cfs)
Inflow
Volume (cf)
Estimated
Outflow
(cf)
Estimated
Required
Storage (cf)
10
100
11.5000
0.9
2.03
21.19
7.01
12711.31
4206.00
8505.3
15
100
9.6000
0.9
2.03
17.69
7.01
15916.77
5257.50
10659.3
20
100
8.4000
0.9
2.03
15.47
7.01
18569.57
6309.00
12260.6
30
100
6.6000
0.9
2.03
12.16
7.01
21885.56
8412.00
13473.6
40
100
5.6000
0.9
2.03
10.32
7.01
24759.42
10515.00
14244.4
50
100
4.8000
0.9
2.03
8.84
7.01
26527.95
12618.00
13910.0
60
100
4.2500
0.9
2.03
7.83
7.01
28185.95
14721.00
13464.9
70
100
3.8000
0.9
2.03
7.00
7.01
29401.81
16824.00
12577.8
80
100
3.5000
0.9
2.03
6.45
7.01
30949.28
18927.00
12022.3
90
100
3.2500
0.9
2.03
5.99
7.01
32330.94
21030.00
11300.9
100
100
3.0000
0.9
2.03
5.53
7.01
33159.94
23133.00
10026.9
Total Required Storage (cf)= 14244.4
CY= 527.6
1. OUTFLOW IS BASED ON PRE -DEVELOPED FLOW RATES FOR SITE.
2. THE OUTFLOW WALL BE LIMITED BY USE OF AN ORIFICE PLATE ON
OUTFLOW PIPE PRIOR TO ENTERING PUBLIC SYSTEM. THE 5 AND 10 YEAR
EVENTS WALL BE DETAINED AS PART OF FINAL DESIGN.
3. INTENSITIES BASED ON TP -40 RAINFALL DATA
STORMWATER WILL BE LIMITED TO PRE -DEVELOPED RELEASE RATES
0100 = 7.01 CFS
Q10 = 4.76 CFS
Q5 = 4.02 CFS
TOTAL REQUIRED STORAGE: 14,244 CUBIC FEET
TOTAL STORAGE PROVIDED: 1200 LINEAR FT x 4' x 3' = 14400 CUBIC FEET
Ordinance No. 2181, Page 13 of 13
SDMH
24"HL=542.99
48 =542.99
54"E
54"HL=542.49
/
/
/
INSTALL 2-6' SQUARE
JUNCTION BOXES �•/
/
/
24"HL=543.63 \
16'HL=sas.o TIE INTO BACK OF
EXISTING INLET
CONSTRUCT 10' CURB INLET W/
ORIFICE PLATE ON OUTLET PIPE
' 0/L = 3xYt.5
AREA = 1.25 ACRES
QcAPAp7Y = 13.36 CFS
/ Q100 = 12.24 CFS
9
II \ \ �cpj9.3p
II �
II
® - - - - -
41)
INSTALL 2-6' SQUARE
JUNCTION BOXES
C(A
IBJ LF OF 4 ' x3'
- STORM DRAIN
I ` INSTALL 1-6' SOUP%,
I ® JUNCTION BOXES
EY' I
GATEWAY
6612 REEF POINT LANCE, SUITE J, FT WORTH, TX 26135
P. 817-4394"4 TEXAS FARM REG. F-17469
INTERCEPTOR SWALE DRAIN TO W
INSTALL 1,100 LF OF 43'
CONCRETE STORM DRAIN
z.
11MECNA
11M
DOCK MCGINNIS DRIVE
(60' R.O.W.)
INSTALL 2-6' SQUARE JUNCTION BOXES
GRATE INLET
0 = Cy4(2gH)0-5
AREA = 0.78 ACRES
QOAPAcay = 17.7 CFS
Q100 =.j.07 CFS
BUILDING
FF = 555.50
BUILDING FF = 555.50
PROPOSED
POOL BUILDING PROPOSED COMFORT INN AND SUITES
�•
•�; 1 STORY 4 STORIES, FULLY SPRINKLED
96 GUESTROOMS
•. `• 105 PARKING SPACES
COURT
4
S 01 d09'38" E 605.96'
1`%
1 /7
SCALE IN FEET
INSTALL 2-6' SQUARE JUNCTION BOXES
PRELIMINARY STORMWATER
MANAGEMENT PLAN