HomeMy WebLinkAboutDecember 19, 2000 Maps
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SiTE INFORMATION r _
Property consisks of 19.7 Acres property positioned aiang F. M, 2181 f Teasley Lane approximately 1 mile south of the Lillian Miller and Teasley Lane intersection.
Site is currently zoned Agriculture. .
ADEQUATE PUBLIC FACILITIES REQUIREMENTS FOR INCREASED DENSITY NON -RESIDENTIAL LOTS Wasfet^✓atar
Mitigate impacts Lot sizes Residential; Although higher than base den~ty of 3.0 units-1 acre, this use aril denr~t
is consistent to y
• Minimum lot size: 4,000 sq, ft 51 Single Family units x 3.2 people tunit= 163: 2 people x 100 gallons par daylpersan =16,320 khe den~ties of the new subdivisions
to the: North and East: + Minimum lot width: 46' gal:
+ Minimum lot depth: GO' 16,320 gaL X 5 peak = 81,60D gallonstday SupariarDasrgn;`Open S ace increases ~ Usabifif , Gommunit Benefit p Y Y
Building lines: This project incorporates many design elements from the Denton Plan to croata a livable,
..Front: 26` Ne~hborhood Service beautiful neighborhood that blends with the now'developmerits to it's North and East but + Rear: 1 D'
• Max. 56,006 square feet of Neighborhood service exceeds these in it's use of open spaco; neighborhood service, and a vrelcoming entry
Side; 1D` • Assume: that works both as a traffic control device" and a central visual identity far the
Maximum Floor to Area Ratio; 2 - 4,606 sq; ft..restaurantsw~th approx. 300 seats =16,500 gpd neighborhood. 1. 1:5 (maximum floor area per business:
4.000 sq, ft.} 5 - 4pO6 sq. ft. stores with 90 washrooms = 4,006 gpd
Maximum Height: 7 - 4,OOD sq. ft' offices v~th 5 employees each (7 offices}(5 MAXIMUM DENSITY
2. 2.5 Stories , empfayees)(2Qgpd} = 7D6 9Pd Requested density is 3.3 units t ac USE AREAS. . ; ' Subtotal: 15,206 gpd x 4 peak
= 60,800 gpd
NON- RESIDENTIAL: Not to exceed 5.6 Acres • *kTatal square footage amounts may not match FAR allowances to SPECIFIC CRITERIA f'OR INCREASED DENSITY
RESIDENTIAL SINGLE FAMILY DETACHED: Nat ko exceed 16.0 Ao. allow estimate of maximum watet J sewer usage, (Density calculations based on 15,5 Acs Single
family Area}
Qpen Spaae• DEDICATIONS AND RESERVATIONS ~**Due to topography and the build•aut of the surrounding proporkies, a liftstation and off• 1.64
Ac.
• 60' of Right of Way to ba .dedicated from the Centerline of F. M, 2181 ! site improvements may be required to provide sanitary sewer service to this neighborhood.
f ~ 9;46% (5%for 1°6o increase + 1 °l° for each 1
Teasley Lane - +4%increase in de~sityta 3.12 unitslacre , • Internal Public Right of Way dedications as necessary for public access
r (3.12 units! ac:}(95.5 ac.} = 46.36 units
to residential and non-residential lots: Wafer Recreational Facitities~
• Detention ponds} .would be dedicated as Drainage Easements if • Average daily demand per capita per day = (182 gpcd}{163.2 people} =.29,702.4 gpd
• None.
detention ware required on the property. • Peak hour demand per capita per day = (64D gpod)(163.2 people) =104,448 gpd peak • A Name Owners Association is
to be established far the mainkenance of Existing 20" water main lies on the East sideof the Teasley Lane right of vra y, directly in School 5rte Dedicat(on.
the Open Space on this property ' front of the property, Connection would be made. to this water main for service to the • Nane
• Open' Space to be included vrithin the Single Family Detached area of development' This line should be sufficient to serve the site. this property.
Housing aHorrtability. F .
None.... ENVIRONMENTALLY SENSITIVE AREAS Storm Sewer -
Denton's ESA does not affect this property. Sea calculations on this sheet for drainage information on this site. Design Features: ,
' Estimated Public Schaot Impact.. . Street Trees
Elements 51 units A.40 studenks(urit = 20 . ry ~ Vane of lot sizes COMPATIBILITY STANDARDS Middle School:74
units 0.17 studentslunit = 9 ~
• Hike and Bike Trail ~ + Surrounding uses & approx. densities: „ Hi h SchaoL 74 units 0.18 studeritslunit = 9
' g @
North: Tele hone Com an switchin station and PD•162, a rox. 4 ~ P P Y 9 PP TOTAL ESTiMATEDIMPACT= - 3g Common Parking
areas unitslAc. NC r ,
East: PD-162, approx. 4 units/Ao. + Atten once n • Traffic Calming Devices d Zo es .
South: Ag with SUP (Manufactured. home community}, approx. B i e a ` .Landscaped Area or art w Elementary Rv r
(capacity. rs 681. current unitsJAc. '
` enrollment730-•107%} .West: Teasley Lane right of way, Ag w'ith SUP (Manufactured home 1, 3 design features = 6:1 units! ac. , '
D. I. 5 f). currently.:has. plats for at least 2
" ~ commune a rox. 8 unitslAc to North, GR with Convenience store to ~ . , ~ (2 sets of Design. Features}(6.1 unitslaa} = 6.2 unrts l ac. (15.5
say = 3:1 units ~ PP elementary! scfioois that may serve this new !4 South. neighborhood, Ryan Elementary ;should be
'
n Frnai Density calculatons. a Masonry: online 2001`- 2002 and tho Elementary school at'
c 48.36 units + 3,1 units = 51.46 units = 3.3 Units (Acre a Less than 50°f° of the structures located within 2D6 feet of this property:
the Preserve which' should be accepting
~ have at least 56°/o masonry construction. studonts 20D2 -'2003. Homes and bu~nessas vnthin this project will have elevations comprised Middle`McMath
(capacity is 1,600, current enrollment
u~ of notless than 75% qualified masonry. 931= 94%) .
Buildings within the. Neighborhood Service area shall be arohitecturagy A Middle School is being built in the Oakmont e ~ compatible to the angle family
Names in the area. area and should be online 2061-2002
n • Garage Spaces: • High Ryan , (capacity is' 2.000, current enrollment ' ,
~ c; A majority of.dwelling'units within 506 feet do not have at least tvxa f,862-94%} • .
c wwacu Na~ni y aMa~,ca tyaiayv opauvar. _ All single-family homes within this development shall have `2 enclosed , CHECkEQ: GKE
g parking spaces (garage spaces) A 15.00 0 .60 9,00 200 0.02 18.0 1180 3.00 6.6 0 3.00 0.0 24.6 100 4 YR 7.60 85.5
SHEET FLOW FROM NORTH USE 15 MINUTES 25-YR 7.20 71.3
Landscaping and Screening a Neighborhood service from proposed Single-family homes to be buffered' 10•YR 5,60 50.4 SCALE
~rn with the following' ~y a
0 20' Bufferyard 1 Canopy tree for every 15 linear feet of Bufferyard B 3.50 4.60 2.10 200 0.02 t8.0 1180 3.00 6.6 0 ; 300
0.0 246 100•YR r 7,60 20.0 11 V~1 SHEET FLOW FROHNOR-f-H- USE 25 15 MINUTES YR 720 166 10-YR 560 11.8 m
' Co e '2 Under-story trees for each Canopy tree.
$ Neighborhood Service buffered from the Existing Homes to the North. 0 055 200 2 180 1180 3.00 66 3.0p00 24 6 100 - YR 6p 52
Two story buildings within 200 feet of the North boundary shall o have no second story windows facing the North. SHEET FLOW FROUSE 15 MINUTES . 25-YR 7.20 4.4
'01 N I J-
y Existing Homes on North and East to be buffered from new homes with: ' 10•YR 560 3.1 Q ~r
P . - 25' Rear Building Line No Alleys allov.vd along the North and.East Boundaries Of - n
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OATS
~ 12 JUNE 00
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NOV 2 7 700 p
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R~° REVISION - P & D
v v DCE °f ROAD _ _
Ex PP 33 VICE
v7R nRlaeEwm l~uc~ SERVICE ROAD
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d 11 Lot 1, BlOCO v Y NOTE:
y♦ r'1`~$„e,. ,~~:11 1 \ Miller of DeMafYAddition I. oluxucea FROM ANY DETENDCN POND wRALL
= ` 1 TO STORM DRAM Q➢FALL MAY REQUIRE AN OFTSITE
IF
"x, DRAINAGE EASEMENT TO ACCOMMODATE THE FLOW.
ya i&Y x : LI AN OFFSITE DRANAGE EASEENT IS REQUIRED. A STUDY
~ \ SHALL BE MADE OF THE OFF-SITE PROPERTY TO
% ceTERMINE THE 92E a THE DRAINAGE EASEMENT TO
Rya
VIMN p? ACCOMMODATE TIME ROW.
FEANRES IDENTIFIED
3 4 \P,~ \ V 2 ACCEPTANCE OF THE DRAINAGE
ON THE PRELIMINARY PLAT ARE SUBJECT TO CHANGE
9 A~\ 'VA A / ~j~ v / DURING THE FINAL PLAT PROCESS AND 00 NOT ..a`
w+.
' \ V I \ V A / \ CONSR1ViE SUBSEWENi APPROVAL W SAME THE
i " n r L ° i \ CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL DATA o + S?.L~41
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9
i I .I Ua V AA A V A V v \ STUDIES TO ENSURE AND LAND AT REGULATIONS. OAUNAOE :~rl d `,}ry
\ \ 1 DESIGN CRITERIA, AND CGMPREHENSVE MASTER i£
DRAINAGE PLAN
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MILLER OF DENTON
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amps Y~~'~0 / .1 T__:ti-' : r.L' . 660
d BOTTOM SOE AREA PERIMETER R R 13 n S V 0 ' y' ` T`~ ~ y
(RI WO1H SLOPE 659 0
655
TRApROEUL CNAN EL F
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MILLER OFDENfON 65° ttt Il , `f~ ! h1
RUNOFFCOMPUTAiNIN6
JOB NUMBS
fis] D'm'101 i' 00.445 Q
uAwxx AmA S. I - °w.
O.au n I ~Tx nor FLpY cr6~I ne nsorer smn rne+ ns 4% 1 ~ DESIGNED G I
rmn I£SWPIICN Iaclx aR a Pe f~ sIYY owci 652 - Y I~ 1
ALFA AIEA c cAA M. c a \ \ \ I \ DRAWN' M N YN
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SECTION A-A OFI y0
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NU 0 2 7~ 2000
REVISION - P & D
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KANSAS CITY RAILROAD _ ~ -
(100' RIGHT OF WAY ~ ~ ~ ~ _ T" -
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F N 3H FLOOR 659 -ra
EMERIOR LIGHTING 8H NO.T SHINE UPIUARD OR ON LIT
PROPERTIES -TYPICAL '
OFFICER H A L Ii~~ ~ '°a* - ~ 8,550 SF
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' , 'FIRE HYDRANT c
a 5'x5' 0 ~ ~ HANDICAP
' PASSAGE AREA N 0
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. ~ I X PAINTED CEDAR FENCING
~ ON THREE SIDES
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N v E FIRE HYDRANT f
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o WOGE 6105 0 N
QP POLLER POLE
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41'•0' AFF.
METAL SIDING ,
_ 34'-6' AFF.
30'-6' AFF.
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41'-0' AFF. 49'-b' AFP.
METAL SIDING
EIFS GABLE END
METAL AWNING' 34'-b' AFF. .
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SIGNAGE' TO BE DETERMINED ' - - - - - - IAPF'ROX $IXE ■ 8fb SFJ ~ - - - _
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81GNAC3E SHALL BE LIMITED. s` ,
. 4~: TO WALL SIGNS • NO POLE OR ~ - 'ti.
GROtMD SIGNS ARE INCLUDED -z: ,
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~ EIFS END. WALL PARAPET GAP FLASHING 41'•f~' AFF. m ~
_.Y. _ DOU~ISPOUT ` ROOF TOP MECN EG~11P '
~ e`a ' TO BE SCREENED BY 8?ANDING SEAM RooF
PARAPET WALL BEYOND - TYP. ~ GU?TER v 34'-b' AFF.
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