PD-181R2-SF-12 Bethel Road Estates Site Plan.4FTER� 2
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8" OVERRAN& TYPICAL FROM BRICK TO OUTSIDE OF FASCIA, U.N.O.
XS YP AT MINIMUM 16" O.G.
1 FRAMERS TO GUT ROOF DECKING BACK 2" AWAY FROM RIDGE
AT RIDGE VENT LOCATIONS
6" D I AMETER HALF —ROUND PAINT —GRIP GUTTERS WITH 4"
D I AMETER DOWNSPOUTS
SHADED ROOF AREAS TO BE SWOOPED
SITE A TAE
EXISTING ZONING PD— I5I —SFI2
REQUESTED ZONING PD— ISIR2 -3F —I2
BUILDING HEIGHT. 35' -1" TO PEAK
C TOTAL LOT AREA 102,250 SO. FT.
PROPOSED LOT COVERAGE .058
PRIMARY RESIDENCE AREA 1622 SQ. FT.
SECONDARY RESIDENCE AREA 1436 SQ. FT.
FLOOR AREA RATIO .089
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i20' T TDP. 041
RAM
ROOF PLAN
Ilo 6 TDP.
D
RAKE
110' -6' TDP.
6
0
I. ALL ROOF SLOPES TO BE 14:12
UN. NOTED OTHERWISE.
2. T.OP.= TOP OF PLATE OR WAIL
HEIGHT MEASURED FROM THE TOP
OF SLAB AT THE
FIRST FLOOR. DATUM ELEVATION =100
3. NON TYPICAL ROOF SLOPES INDICATED
AS FOLLOWS:
INDICATES DIRECTION OF SLO
4. Y DENOTES PLATE HEIGHT FROM
MAIN SECOND FLOOR DATUM.
5. VERIFY ALL SECOND FLOOR FLOOR HEIGHTS
WITH FLOOR PLANS SHEET A2.2)
6. b' DIAM. 1/2 RND. PAINT GRP GUTTERS W/ 3' D 5.
v
GASITA ROOF PLAN
4
1
4
7P
1
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11Y-6 TDP.
4
INDICATES A 6:12 PITCH
SCALE 1/8":1'-O"
10-6' TDP.
SCALE 1/5"=1'-0"
110'-8 LOP.
4
ZONED
SF-1
6
ZONED
P17 ISIR SF -12
STONE WALL
2.7
l/2 P.O.L.
P/K FND
ZONED
SF -1
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111
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4-
5 (NTIN GREEK
<0%
POINT IN GREEK/
COLUMN
NZ
ASPHALT
DO
SQ
EXISTING FEMA
100 YEAR FLOOD PLAIN
CIRCLE
DRIVE
MOTOR
JARES GASITA
P.P.
P.P.
4
BIG CEDAR ADDITION
VOLUME PAGE
12125 3455 I
ZONED
SF -1
20' REAR YARD
S81°42'38 "W
STONE WALL
i
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1\88 °33'03 "E 241.81'
i
1
1
P.P.
30' BUILDING LINE
ROAD
ZONED
SF -9
J
3
EXISTING 4q4 ELEV.
(PER BERRY RHODES SURVEY)
1/2 IRF
CONITIONS
r r
C EACH HOUSE 15 PERMITTED TO BE OF STUCCO MATERIAL
AND SH LL BE OF EARTH TONE MATERIAL. STUCCO SHALL
BE DEFINED AS PLASTER ON MORTAR 1/8" THICKNESS
OVER WOOD FRAME WITH METAL LATHE ON ELASTOMETRIC
TOP CC fiT.
A REPL. ".T OF THIS PROPERTY TO SHOW THE CORRECT
FLOOD 'LAIN SHALL BE RECORDED PRIOR TO ANY
DEVELS .'*TENT ACTIVITY WITHIN THE CURRENT FEMA DEFINED
FLOOD 'LAIN.
MINIMUM FINISH FLOOR SHOULD BE 499 FT.
(ONE FOOT ABOVE 498' ULTIMATE FLOOD ELEVATION)
A SECGN►D DETACHED DWELLING UNIT, SPECIFICALLY
EXCLUDING A FACILITY FOR FOOD PREPARATION, SHALL BE
AN ALL ')WABLE USE ON THE SINGLE— FAMILY LOT. IT SHALL
NOT BE :SOLD OR RENTED TO ANYONE ELSE OTHER THAN THE
OWNER ,R RENTER OF THE PRIMARY DWELLING LOCATED ON
THE SA' 1E LOT. A REVISION TO THIS PLANNED DEVELOPMENT
WILL BE. ;:ECESSARY TO AMEND THIS CONDITION.
J
SOO °I�i'22" o-- SS °42'38 "E
13.00' S2.33'
1/2 IRF'
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1 Q 1.4°7 .�.�Q_ua s.n �nv�ta =rz
SITE PLAN
ONED 2
SF -9
PO I NT I N GREEK
R.L. 4 RUBY
MGDOWELL
VOLUME PAGE
2368 3
ZONED
PD 236 SF -12
I IRF
SCALE I =20'
`b
REVISED
1009
BUILDER
The Holmes
Builders
1445 Mac Arther Dr.
Carrollton, Texas 75007
PH 972 -242 -1770
FAX 972 242 -2931
USE OF THESE DOCUMENTS.
AU documents here attached are Copy-
righted 2009 bg Prates Design LLC
Designer. The Design. Specifications.
Drawings end all other documents pre
pared by the Designer. and (or) the
Designer's office are ,nstrmaents d
service. The Designer shall be deemed
the author d these docunents and
retains al statute% common I. and
other reserved rights including Copyright.
The Designer's Design. Drawings. Speci-
fications and aI other documents prepa-
red bg the Designer and ler) the Desig-
ner's duce shat not be reused bg the
Owner client) or others on any other
project. including adbtions or sodificatt-
ons to this project or for completion of
tics project b others. without pernsson
in minting from the Designer. No part d
the above mentioned documents may be
reproduced *that similar persimmon
from the Designer.
I. COMMENTS FROM
8 -20 -2009
2.
3.
4.
DRAWN BY
MICHAEL A. ADAMS
CHECKED BY
ISSUE DATE
08 -2L -2009
REVISIONS
REVISIONS PER CITY
SHEET NUMBER
I OJECT NUMBER
09009