SP attach to CC Packet 121311SfTE PLAN GENERAL NOTES SITE PLAN KEYNOTEJ
1: EXISTING FIRE HYDRANT IS 175' +/— AWAY AT THE SOUTHEAST
CORNER OF BETHEL ROAD AND SOUTH COPPELL ROAD
2: SIDEWALK AND PAVING SHALL BE OF THE SAME MATERIAL
GROUT TOP OF
SLEEVE WITH
1/2" PORTLAND
CEMENT --_
PRECAST SLEEVES TO
ACCEPT % REBAR FOR
A SNUG FIT. PLACE 8"
FROM EACH END. —:
(2) %X24" LONG (MIN) REBARS I 1
DRIVEN THRU PRECAST SLEEVE
INTO COMPACTED SUB -BASE, ! !
NOTE
I. PLACE WHELLSTOP AS
PER PLAN.
2. WHEELSTOP
LENGTH = &' -@"
� ' DETAIL @ WHEELSTOP
.03
[_ 1-1/2" 1'-0"
9 11
O EXISTING HOSE BIB TO REMAIN O NEW CONCRETE CURB CUT
O EXISTING WATER METER REMOVE EXISTING CURB CUT, INSTALL
O EXISTING TIME WARNER PEDESTAL W /NEW CURB PER CITY STANDARDS
O EXISTING SANITARY CLEANOUT O EXISTING HOSE BIB TO BE REMOVED
O EXISTING POWER POLE GUY WIRE 10 NEW CONCRETE DRIVE APRON PER CITY STANDARDS
O DEMO EXISTING CURB — PREPARE FOR NEW CURB CUT 11 REMOVE EXISTING DRIVEWAY
PD 25 @ -H
S @@' 41' 35" E
s• ='� SEP
T8 3 DWARF BUi�ORD HOLLY \ —
T4 (10) DWARF BURFORD HOLLY
3 GAL. _ _ _ _ _ 10' SETBACK
EXISTING ASPHALT DRIV
EQUIPMENT AND PAVING "
SHED
1
I
I
T2�
a m ��
T9 LU1 r
�I T3
(1) SHUM. RED OAK
(
II
I
TI
I
I
I
II
m �
Q
LU
t^
I
I�
II
I
'I
i EXISTING PORCH
2
_e
w
I
2.
Proposed Parking Space Size is 9'x 18'.
3.
On site paving material is asphalt.
HISTORIC Z
Parking Drive width is 12 -feet.
5.
Proposed Drive Spacing is D'.
m1
6 SPACES
6
6 SPACES
LOT COVERAGE -BLDG
1,741 SF + 251 = 1,992 SQFT
LOT COVERAGE-PAVING
3,158 SF
FLOOR AREA RATIO
0.16
Paso
'
0
1' -0" x 1' -6" x 0. 080" ALUMINUM
X
[N/ PARKING SIGN. SIGN
w
TO READ "RESERVED PARKING"
"
I
WITH IDENTIFICATION SYMBOL AND
13
i
"VAN ACCESSIBLE" WHERE
APPLICABLE. BOLT TO STEEL
I
— I I
TUBE WITH 1/2 " CADMIUM PLATED
I } =
BOLTS, NUTS, AND WASHERS.
I
1
2 x 2" x 0.188" STEEL TUBE
EXTEND INTO CONCRETE
I
SIDEWALK
I
I
r - G RADE
T I II
i I
2
_e
• P P
1 � • _�•I D D
N P
• • I • � I D P
DIAMETER CONCRETE BASE
X.
+c
DETAIL 0 H/C VAN
1)'2' ACCESSIBLE SIGN_
1 /2P 1 ) -Opp
15' SETBACK
(1) SHUM. RED OAK
3" CAL
I
I GRASS
I
I
N @@' 16' 10"
I
EXIST 11 MEW SIDEWALK
SIDEWALKIr
I
0
---- ------
CA
® E L L fR ® A Z
h@' ROW
N 00 1(c' 10" W
628'
[_
SITE
01 "
C �L� 1 = 10 -0
NORTH
Revised per City Couft*
conditions on
t L °IL -_
DEC 2 1 2011
(, ITY OF COPPELL
PLANNING & ZONING DEPARTMEN
SITE DATA
P® CONDITIONS TABLE
1. Perimeter landscaping is less than zoning code requirements due to
existing building conditions and lot configuration.
2.
Proposed Parking Space Size is 9'x 18'.
3.
On site paving material is asphalt.
4.
Parking Drive width is 12 -feet.
5.
Proposed Drive Spacing is D'.
• P P
1 � • _�•I D D
N P
• • I • � I D P
DIAMETER CONCRETE BASE
X.
+c
DETAIL 0 H/C VAN
1)'2' ACCESSIBLE SIGN_
1 /2P 1 ) -Opp
15' SETBACK
(1) SHUM. RED OAK
3" CAL
I
I GRASS
I
I
N @@' 16' 10"
I
EXIST 11 MEW SIDEWALK
SIDEWALKIr
I
0
---- ------
CA
® E L L fR ® A Z
h@' ROW
N 00 1(c' 10" W
628'
[_
SITE
01 "
C �L� 1 = 10 -0
NORTH
Revised per City Couft*
conditions on
t L °IL -_
DEC 2 1 2011
(, ITY OF COPPELL
PLANNING & ZONING DEPARTMEN
SITE DATA
EXISTING ZONING
HISTORIC
PROPOSED USE
HISTORIC PROFESSIONAL OFFICE
SITE AREA
10,713 SF .246 ACRE
BUILDING AREA
1,741 SF EXISTING + 251 SHED
BUILDING HEIGHT
15' -3" +/-
PARKING REQUIRED
6 SPACES
PARKING PROVIDED
6 SPACES
LOT COVERAGE -BLDG
1,741 SF + 251 = 1,992 SQFT
LOT COVERAGE-PAVING
3,158 SF
FLOOR AREA RATIO
0.16
SITE PLAN INFO
J. A. Simmons survey, Abstract No. 1296, Dallas County, Texas, Part of
Lot No. 4 Recorded in volume E Page 73 thru 327 of Minutes
APPLICANT HUEMMER INSURANCEAGENCY 870 S. DENTON
TAP ROAD, COPPELL, TEXAS 75019
THIS PROPERTY DOES NOT LIE IN A 100 YEAR FLOOD PLAIN
ACCORDING TO SURVEYOR
22.43'
m
12 REMOVE EXISTING FENCE AND GATE ALONG WEST �
PROPERTY LINE - >
13 NEW PAINTED WOOD RAILING �a�r�s7?t�tirsezx�
IL
5
SITE
.d 4
1 _
(,)BURR �� VICINITY MAP
3" GAL I NORTH ------
I - ® I
NTS
II
l�
I
6 `
II
I
HISTORIC
I
I
.,
Drawing: 02IASPD- 1.DWG.DWG
December 07, 2011 11:49:56 o m.