SP attached to CC Packet 022812i
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Lot 23 20' DRAINAGE Lot 21 Arbor Manors 20' Sanitary Sewer Easement I I 20' Drainage Easement r
Inst. No. 20080314835 7.5' Utility Eas ment o
Block A EASEMENT Block A Inst. NO: Inst. No. 20080314835 � � � Z
Inst. No. 201 0002821 2 1 I Inst. No. 2008051483 /
Lot 22 20080314835 I I 3' WALL MAINT. EASEMENT o x E
Block A Zoned PD 214R2 –SF -9 I ( I Inst. No. 20080314835 Lot 18 / c7 "I 1- iE
20' SANITARY Lot 20 ® I ( ( ( Block A (� X Y d
I-- SEWER EASEMENT Lot 19 ° m
Inst. INo. 201000282121 NO PARKING BETWEEN 7a1mG11amE Block A I i Block A I —T - / \ a Z 12 ca
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NOTES
SITE DATA TABLE
1.
THE CONTRACTOR SHALL FIELD
VERIFY LOCATIONS AND
INTERIM REVIEW AND IS
DEPTHS OF EXISTING UTILITIES
PRIOR TO START OF
Existing Zoning
CONSTRUCTION, AND NOTIFY ENGINEER OF ANY
PD 214R2 —C
DISCREPANCIES
2.
ALL DIMENSIONS ARE TO BACK
OF CURB UNLESS
conditions on
OTHERWISE NOTED.
Current Use
3.
THE HOURS OF OPERATION:
SMASHBURGER: 10:00am — 10:00pm
(Everyday)
Retail
EINSTEINS BAGELS: 5:00am
— 5:00pm (Everyday)
L E G E N ID
C.R.F.
Capped Rebar Found
Overhead Power Lines
±16.4%
C.R.S.
Capped Rebar Set
0.164
C. M.
Control Monument
Down Guy Wire
Mon.
Monument —443—
Existing Contours
Spaces
BM $
Benchmark
30
Spaces
FH—
Fire Hydrant 445
Proposed Contours
Spaces
WM— ®
Water Meter
o _a
Spaces
Concrete Pavement
WV— N
Water Valve
a a
Building Data
W/L
Water Line
Asphalt Pavement
ICV— o
Irrigation Control Valve
31' -8"
SSMH— O
Sanitary Sewer Manhole # #
Wood Fence
10,750 SF
CO— o
Sanitary Sewer Cleonout —
Chain Link Fence
UP– 0
Utility Pole
LP– ):�
Light Pole X X X
Wire Fence
TC
Top of Curb
TP
Top of Pavement —
Masonry Wall
TW
Top of Wall
Existing Tree
FG
Finished Grade
U. E.
Utility Easement
(FL) Flowline
D. E.
Drainage Easement
B. L.
Building Line - - - --
Centerline of Creek,
R.O.W.
Right —of —Way
Swale, or Waterway
D, R.
Deed Records
Creek, Swale, or
P. R.
Plat Records e
Waterway Embankment
PAVING SPECIFICATIONS:
SIDEWALK AREA:
4" 3,600 PSI CONC. PAVEMENT W/ #3 BARS
@ 18" O.C.E.W.
G PARKING AREA:
a 5" 3,600 PSI CONC. PAVEMENT W/ #3 BARS
@ 18" O.C.E.W. ON SUB —BASE COMPACTED TO
95% STD. PROCTOR DENSITY.
FIRE LANE:
6" 3,600 PSI CONC. PAVEMENT W/ #3 BARS
@ 18" O.C.E.W. ON 8" STABILIZED SUBGRADE
EXISTING FIRE LANE AND MUTUAL ACCESS
*, EASEMENT TO BE ABANDONED
ENHANCED PAVEMENT
PLANNED DEVELOPMENT CONDITIONS — PD- 214R5 —C
a. A sit down restaurant with 300 square foot patio area (Smashburger) and a
sit down restaurant with 200 square foot patio area (Einstein Bros. Bagels)
are permitted.
b. 560 Sr of landscaping shown on northwest corner is being attributed
toward nonvehicular landscape area requirement.
c. The triangular landscape areas at the end of each parking space are
being attributed toward the nonvehicular landscape area requirement.
d. A maximum 15— square —foot blade sign shall be allowed for each tenant.
This shall be in addition to the total sign areas allowed (one square foot per
lineal foot frontage on a dedicated street).
e. A maximum 40% logo shall be allowed for each tenant. This shall be
calculated as part of the total allowable signage for each tenant.
f. The loading zone shall be allowed within the parking area as depicted on the
west side of the site.
g. Deliveries shall only occur between the hours of 7:00 am and 11:00 am.
h. The end caps may have a sign area equal to one square foot per lineal foot
frontage and a logo area equal to 40 %.
SITE DATA TABLE
Date: 1271,
THIS DOCUMENT IS FOR
Site Area
INTERIM REVIEW AND IS
1.510 Ac; 65,776
SF
Existing Zoning
CONSTRUCTION, BIDDING,
PD 214R2 —C
OR PERMIT PURPOSES.
Proposed Zoning
Reyllsed per 0tv CoNcIll
PD 214R5 —C
conditions on
P.E. #96517
Current Use
DATE 3/27/2012
Vacant
Proposed Use
Retail
Lot Coverage Data
Building Coverage
±10,750 SF;
±16.4%
Floor Area Ratio
0.164
Parking Summary
5,300 SF RESTAURANT (INCL. PATIO) @ 1/100
53
Spaces
5,950 SF RETAIL @
1/200
30
Spaces
Total Required
83
Spaces
Handicap Spaces
4
Spaces
Total Provided
94
Spaces
Building Data
Number of Floors
1
Peak Height
31' -8"
Total Square Footace
10,750 SF
PAVING SPECIFICATIONS:
SIDEWALK AREA:
4" 3,600 PSI CONC. PAVEMENT W/ #3 BARS
@ 18" O.C.E.W.
G PARKING AREA:
a 5" 3,600 PSI CONC. PAVEMENT W/ #3 BARS
@ 18" O.C.E.W. ON SUB —BASE COMPACTED TO
95% STD. PROCTOR DENSITY.
FIRE LANE:
6" 3,600 PSI CONC. PAVEMENT W/ #3 BARS
@ 18" O.C.E.W. ON 8" STABILIZED SUBGRADE
EXISTING FIRE LANE AND MUTUAL ACCESS
*, EASEMENT TO BE ABANDONED
ENHANCED PAVEMENT
PLANNED DEVELOPMENT CONDITIONS — PD- 214R5 —C
a. A sit down restaurant with 300 square foot patio area (Smashburger) and a
sit down restaurant with 200 square foot patio area (Einstein Bros. Bagels)
are permitted.
b. 560 Sr of landscaping shown on northwest corner is being attributed
toward nonvehicular landscape area requirement.
c. The triangular landscape areas at the end of each parking space are
being attributed toward the nonvehicular landscape area requirement.
d. A maximum 15— square —foot blade sign shall be allowed for each tenant.
This shall be in addition to the total sign areas allowed (one square foot per
lineal foot frontage on a dedicated street).
e. A maximum 40% logo shall be allowed for each tenant. This shall be
calculated as part of the total allowable signage for each tenant.
f. The loading zone shall be allowed within the parking area as depicted on the
west side of the site.
g. Deliveries shall only occur between the hours of 7:00 am and 11:00 am.
h. The end caps may have a sign area equal to one square foot per lineal foot
frontage and a logo area equal to 40 %.
REVI SED
v 9, 2012
CITY OF COPPELL
PLANNING & ZONING �3FPAR! MFN!
pG°ELMNARY PLANS
Date: 1271,
THIS DOCUMENT IS FOR
Revisions:
INTERIM REVIEW AND IS
01 17 201
NOT INTENDED FOR
02 03 20'
NO3
CONSTRUCTION, BIDDING,
OR PERMIT PURPOSES.
G &A CONSULTANTS, F -1798
Reyllsed per 0tv CoNcIll
KYLE D. HOGUE,
conditions on
P.E. #96517
DATE 3/27/2012
REVI SED
v 9, 2012
CITY OF COPPELL
PLANNING & ZONING �3FPAR! MFN!
Drawn By: -
Date: 1271,
Scale: 1 =
Revisions:
1/10 2012
01 17 201
02 03 20'
NO3
27/20'
11150
DEVELOPER
HERMANSEN LAND DEVELOPMENT, INC.
5944 LUTHER LANE, STE 725
DALLAS, TEXAS 75225
Ph. (214) 373 -4202 G
Contact: Kirk Hermansen
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