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~ d DEDICATED RIGHT OF WAY 24'AA ~ z zo VEMEN Q
. USE; RESIgENTIAL : _ T) 4 w w z (PROPOSED 45'ROW ~ a z NED: A ~ Ex,s x5 EAST,OF.CENTER
LINE,25 BC-BC a _ o , ~ ~
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SITE INFORMATION ' , ' Pt113LIC fACiLITIES ,
The ro ert lies alon U,S:' 360IUniversit' Dr. at the Southeast corner of Universi and Masch ` P p Y g Y ~Y Waterr Branch
Rd: 3`
An existin ,12"water main lies a roximatel 1 OOO feet East from Masch Branch alon the ' pP , y 9
The site contains a roximatel 30.0 acres of land; ' pp Y South side of U.S, 380f Universi' endin" in front of the Cossco' ra e ; An ";to
10"line ould W h' .g . p_~v e
be extended alon Universi frohta e a the Masch Bra h ` 9 . ty g . nc intersection and brought from a
BUILDING LINES proposed TEE at the Masch Branch, U. S, 380'intsr`sectiori, south to the siab'ect 'ro e I p p dY
Front; 30' minimum .
Sides: 10' minimum . Usage Galculatians 8 empioyeeslAc, x 25 Ac. = 200. Emlalayees
Rear: 25' r~ninimum . 200 employees x 15 gal/employee/day;,=~ 3000 gal/day
3040 al da x 5 eak use e = 15.000 alld g 1 Y p 9 9 aY
FLOOR TO AREA RATIO.
The Nort ern fi 0 arre~ of the tract -Phase:) extendin 440' from north baunda ` -will be used b h ~ g rY) Y Sanitary Sewer;
Service Industries having Light manufacturing (assembly) capabilities artd onsite storage with An existing 8"sanitary sewer line lies on the north side of U. S, 38plkJrt.iversit
Drive, y .
max. Floor-Area Ratio of 1:4, a roximatel 1;400 feetWest of the iriterseotion.of Unive si and U, Pp _ Y r S, 380. This East - VJesf
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On the Southern 20 acres - Phase II, Li ht lndustnal with a max FAR of 125 ` ' g 9 lihe Intersects a Natth - Saath 10 linewhere thesewa
'e flows~sauth, "'This line would need to be
exten ded West along Urnversity and South along Masch Branch. A direct connection to the
RESERVATIONS 1 DEDICATIONS; ort . S N h outh line would. probably be prefierable to boring .under U. S. 380.
45' frarn~the Cer►terline ofMasch Blanch is ra osed to bededicated as Ri ht of Wa ,Masch p p 9 Y
Branch is desi rated Secandar Arterial b the Gi of Dentoh. g Y Y ty Sewer usage should approximate water. usage
EROSION CONTROL Storm Sewer and Drainage run-off;
Erosion control per N. G. T. G. O. G. and Gity of Denton standards A malonty of this property drains to the West where an existing 8' x 5 box culvert lies. under
Masch Branch Rd. The flow then continues West;wi hin x'stin im r v d t_ an e i g p o e glass lined
ESA tra ezoidal h nel p can and thenSouth rn a large~natural swale,
A portion of this land currently lies'within a designated Environmentally Sensitive Area per' City of Alternate) . if no offsite easementis obtained ~ ~t
r~ y. , a de ention~pand would be built Qn-site to redu..e
Denton ESA map dated Feb.1; 2000. ESA designation is from 100-year flood-zone.. flows to current levels.
LANDSCAPING AND OPEN SPACE Schools; The proposed use is Light Industrial and would rat impact the school district by
.The site will contain a minimum of 20°o landsca ed area er the Gi 's landsca e ordinance. p p ty P adding students.
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PROPOSED COMPATIBILITY MEASURES; . , ~ ~ ~ 'i Electric. Service is available from the City s Municipal Electra Ca
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Arljacant ~~Density; ~ ~ i „ .
:Less than 1' residential unit) Ac. exist on the West, and East. There are Light Industrial uses an Tra is t e t ~ ~ ~ " ff &
S r e s. Masch Branch is designated as a Secondary Artena! (90 ROW).. Right of Way ` ,
the North``(GBSMechanical), and the South (Hemphill Bus sales center) and Im rovements would be made to serve his ro p t p perry.
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6uildin Maferials,~ ~ p fLOODWAYI FLOOD-ZONE. ~ I ~
Less than 50°~a of the structures located 200 feet #rom this ro ert have elevations coin rised of 'i ~ ' "t p p Y p
There are no FEMAfloodways affecting this site. A 100-yr flood-zone does. affect this property ~ s 'v
atleast 50% qualified masonry. er FEMA FIRM a el: 4 i ' SITE .o; p p n 1312160335 Dated: Mar,,~0;
1998. ~ i
Proposed buildings shall have a minimum 75 ro coverage of qualified masonry on the Front ~ ! ~
Elevations (exclusive of windows and doors . Rear, and SideElevations to bemetal, concrete, ~ ; ` ` TRAFFIC IMPACT ANALYSIS
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ar other material as allowed by State of Texas, Denton County, and City of Denton laws ar From T r ~ ' I E Trrp Gene atrorl Manual 6fh
~evisron ~ ,
ordinances. Use: MANUFAC URING .t is is;t e o ' ' (h _ h cl,. sest,classiflcatian to the,use.of Service andustrv:with
on~ ~ ( ,
site assembly and storage necessary for partsand supplies necessary. to service.customers). a tAbtMLN UK AN UN 511E UtHEN IpN POND TO' OFFSITE
DRAINAGE'CASEMENT~:AS ;R QUIRED, A STUDY I C;I< ~i, F I Y '
; uffering'an creening; Approx. 25 to 33% of under roof area would be devoted to office and a workspace areas
with
This entire area is designated as an Industrial Center on the Future Land Use Plan 4 remaining 75 to 66,o for storage for materials. i i
i Existing uses on the North and South are approximately the same intensity as the proposed use Trips per day for uses: 38.88 Trips
/ Ac.
and no Buffering and/or Screening would be required on these sides. Approx:.use acreage after Right of way dedications: 24.68 Ac.
To the West a Collector street will exist. and after dedication of Right of Way, these properties are Trips per day: 960.73 Trips '
not adjacent to this land. VIC~N1 J A T1A is not required on this project.
The East adjacent would need screening t property due to its use of Ag. A minimum Bufferyard
width of 2Q' is 1 Canopy tree per 15 linear feet of buffer and and 2 under-story trees proposed. Fa Y VEHICULAR LINKAGES:
per Canopy tree are required b °ordinance, Y Linkage to properties on the North and South are possible.