SP attached to CC Packect 041310Duke
CONSTRUCTION
5405 Batt lino Road
Suns 300
76240
l 361-6700
I 361-0000
1 1 '7 11 11 j' T 7 1 III
3 .PA 1 E S
2.N
INE OF 12' HIG
TO BE DEMOLISHED --r
LOT 2, BLOCK A
DUKE LESLEY ADDITION
(IN.ST. NO. 2007.0446909)
PART OF TRACT 1
DUKE REALTY LIMITED PARTNERSHIP
(INST. NO, 200600301442)
(FILED: 08/16/2006)
36.173 ACRES
(1,575,695 SF)
PROPOSED ZONING
"PD- 222R3 -LI"
240 DIVIDEND DRIVE
ONE -STORY CONCRETE BUILDING
I
r‘79 w*rf»buser
15,800 SF
VAR
WAREHOUSE
11,400 SF
7 .,tra El
In
L%miR EiI
FINISHED GOODS
WAREHOUSE
77.200 SF
MATERIAL
WAREHOUSE
49,200 SF
P 2-S.iOb SF 7
JR AREA
(51SPLT)
20' ORA AGF f ASF MEN'
NV NO 1X)1446909)
A I ASE EN'
1 U L I A
(INST. NO 200
SLIDING GATE WITH OPTICON KNOX BOX
PER CITY OF COPPELL REQUIREMENTS
BLACK VINYL CHAIN LINK FENCE (6-0 TALL)
TO MATCH HEMISPHERE FENCE
STRIPING FOR 46 TRUCK 43 PARKING SPACES (CONCRETE) 061
PARKING SPACES REMOVED WITH TYPICAL SPACES 9' WIDE
6"- HIGH- ONGRETE -CURB
CONCRF TE
PAVEMENT
GRATE INLET TW./
9 B ME TAI STAIRS
SLIDING GATE WITH OPTICON KNOX BOX 6'
PER CITY OF COPPELL REQUIREMENTS
GUARD HOUSE (T-4" HEIGHT) ON MINIMUM
4" THICK CONCRETE PAD
SLIDING GATE
2 COMPACTORS (2 -YARD)
METAL PLATFORM
ryI =:1
B
21 2' 9
SLIDING GATE WITH OP ICON
KNOX BOX PER CITY OF
COPPELL REQUIREMENTS
387-10"
7 DICER ELFCEPIC DE VfR
704,n, •9 ,•17
.S ND II'J44E =L:9)
WATER EASEMENT
(INST. NO 20070446909)
T )M
10' 0NC
COMPAN
(INST N
CDNCRE TEL
PAVEMENT
10' BUILDING LINE
B PARKING SETBACK
VOL 98008, PG 11)
REPLACE EXISTING CURB EXTEND
CONCRETE DRIVE
S 00 °29'23" W
111.44'
70'420 WATT .R EASFM) NT
(INS'. NC. 20070446909'
BENCH MARK LIST
S_ 89'5 /'33" E
WV
24 SP
DIVIDLNID
BM/ 1 TOP SECURITY MONUMENT 1MTH ACCESS COVER LOCATED AT THE
SOUTHWEST CORNER OF BELTINE ROAD SOUTH LAKESHORE
DRIVE. JUST NORTH OF A RECESSED INLET ON THE WEST CURB
UNE OF BELTUNE ROAD SOUTH. CITY OF COPPELL GEODETIC
CONTROL NETWORK BENCHMARK NO. 8.
ELEV =517.39
BM 2 3 -1/2" ALUMINUM ALLOY TXDOT DISC STAMPED "D0570022" ON
A 5/8" IRON ROD AT THE INTERSECTION OF IH835 AND BELTUNE
RD. 300' WEST FROM THE CENTERUNE OF BELTUNE RD. ON THE
WEST BOUND ENTRANCE RAMP TO IH835. 5' SOUTH OF THE EDGE
OF PAVEMENT OF THE RAMP. BETWEEN THE WEST BOUND RAMP
AND WEST BOUND IH 835.
ELEV =535.53
BM/ 50
BM/ 51
BM/ 52
CUT ON THE EAST SIDE OF A WATER VAULT ON THE
WEST SIDE OF BELTUNE ROAD SOUTH, ±2,660' NORTH OF THE
WEST BOUND I.H. 835 SERVICE ROAD.
ELEV =525.42
CUT ON THE WEST SIDE OF A UGHT STANDARD IN THE
CENTER OF BELTUNE ROAD SOUTH. ±1,535 NORTH OF THE
WEST BOUND I.H. 835 SERVICE ROAD.
ELEV.-530.72
CUT ON CURB INLET IN THE CENTER OF BELTUNE ROAD
SOUTH. ±90' SOUTH OF THE WEST BOUND I.H. 835 SERVICE
ROAD.
ELEV =533.71
4I SRAC S
CONCRETE
PAVEMENT
DNCRE TE
PAVEMENT
1,019.79'
0 DNCRE ,1
PAN ME N1
IIINIIINII' IIIIIIIIIIIII VIIIIINNII
3 PW ,E
1C' ONCDR ELECTRIC NI EVERY
COMPANY EASEMENT
;INS' NO 200204
AT&T TELL. VAUI'
W /MARKER
12 SP'C:S
96.36'
BRICK
-AU' STONE
W
CDNCRE TT
PAVTMF N'
NOTES:
1. INSURE ALL PLANTING MATERIALS ARE IN
HEALTHY AND GROWING CONDITION. REPLACE
THOSE THAT ARE NOT ALIVE.
OWNER;
DUKE REALTY, L.P.
14241 NORTH DALLAS PARKWAY, SUITE 1000
DALLAS, TEXAS 75254
PHONE: (972) 361 -6700
ENGINEER;
PACHECO KOCH CONSULTING ENGINEERS, INC.
8350 NORTH CENTRAL EXPRESSWAY, SUITE 1000
DALLAS, TEXAS 75206
PHONE: (972) 235 -3031
FAX: (972) 235 -9544
1_0 3, BLOC A
DUKE LESLEY ADDITION
P RT OF TRAC
DUKE REAL LIMITED P
(INST. 4- 200
(fit -tD: 08/1V
.879 ACRE
,407
10 BUII DING SETBACK
PER 0 061NG)
CbN TRAC TC COORDINATE
MPH OWNER ON SIGN
S 27'53'59"
59.99' _r
CDNCRE TF
PAVEMENT
TOR
TE ICH
ON SIGN
TO UTILITY EASEMENT
(INS T NO 200700
13' TP &L EASEMENT
(VOL 85056, PG 3358)
P%' W/G
,PP A /GuY
VERIZO6 EASEMENT
(INST NO 20070400538)
3 /4-N�O O$
P UV
4 .1
PP
5' VERIr U* F
(INS*. NO 2008
BRICK
PAVE STONE
75 EIRL WNE
UTILITY EAS. ENT
(INST_ NO 700 0342309)
TO. 301 E AStM1NE
(INST NO 700200
94+79)
Sf AC S
PROPOSED PROPOSED 15'
UTILITY
EASEMENT
30' BUILDING
SETBACK
N 89 °25'40" E
170.75'
BOLLARD
ELECTRIC METER
POWER POLE
UGHT STANDARD
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
CLEANOUT
MANHOLE
TRAFFIC SIGNAL CONTROL
TRAFFIC SIGNAL POLE
LOT 1, BLOCK B
OPPELL BUSINESS CENTER II
(VOL 98008, PG. 11)
TPAL EASEMENT
(VOL 65056, PG. 7358)
1
TNERS
1442)
60' DRA.NAGE EASEMENT
(VOL. 98008. P, 11)
CB =S 72'36'35" W
CD= 180.57'
TEE
ak
FP
!1011
IRS
(C.M.)
SACK BUILDING
TO BUILDING LINE
PARKING SE 1BACK
(VOL. 98008. PG. I
ZONED "PD- 221 -HC"
PROPOSED wO/ GRADING ARIAS E
DRAINAGE EASEMENT
PART OF TRACT 1
DUKE REALTY UNITED PARTNERSHIP
(INST. NO. 200600301442)
PARKING SPACES PROVIDED
REVISIONS TO EXISTING
SITE PLAN
20' UNDERGROUND
EASEMENT
(VOL_ 98008. 0 5 I)
TELEPHONE BOX
FLOOD UGHT
FLAG POLE
TRAFFIC SIGN
1/2 -INCH IRON ROD
WPPACHECO KOCH" CAP SET
CONTROLLING MONUMENT
PROPERTY UNE
FENCE
OVERHEAD UTIUTY UNE
3. BUILDING HEIGHT:
45-0"
6. NUMBER OF EMPLOYEES:
PROJECTED TOTAL= TBD
8. ZONING:
EXISTING: PD- 22R2 -LI
PROPOSED: PD- 222R3 -LI*
10. ZONING:
PROPOSED PD- 222R4 -LI*
30 60 120
GRAPHIC SCALE IN FEET
(PROJECT LOCATION)
SITE DATA INFORMATION
PROPOSED USE:
GENERAL WAREHOUSE BUILDING (PD- 222R3 -LI)
PARKING LOT (PD- 222R4 -LI)
2. BUILDING AREA:
SAMSUNG
WAREHOUSE= 230,025
OFFICE= 31,000
HEMISPHERES
WAREHOUSE= 353,986 S.F.
OFFICE= 11,564 S.F.
VACANT AREA
WAREHOUSE= 125,000 S.F.
OFFICE =5,000 S.F.
TOTAL WHAREHOUSE= 709,011 S.F.
TOTAL OFFICE= 47,564 S.F.
TOTAL BUILDING 756,575 S.F.
4. PARKING REQUIRED:
WAREHOUSE 709,011/5000 142 SPACES
OFFICE 47,564/300 159 SPACES
TOTAL 142 159 301
5. PARKING PROVIDED:
ORIGINAL PROVIDED
ADDED SPACES
TOTAL PROVIDED (PD -222R3
TOTAL PROVIDED (PD- 222R4-
7. SITE COVERAGE (PD- 222R3 -LI):
TOTAL SITE 1,575,695 S.F.
BUILDING 756,575 S.F.
PAVEMENT 587,537 S.F.
FOOTPRINT S.F. 756,575 S.F.
FLOOR TO AREA RATIO 48%
BUILDING COVERAGE 48%
PAVEMENT COVERAGE 37%
426 SPACES
38 SPACES
-LI) 464 SPACES
(INCLUDING 22 H.C.)
LI) 253 SPACES
(39.052 AC.)
(17.34 AC.)
(13.49 AC.)
(17.34 AC.)
*PD CONDITIONS:
(a) PROVIDED 5.0 ft OF LANDSCAPE BUFFER
ALONG EASTERN BOUNDARY IN LIEU OF 10.0 ft.
(b) SIGN VARIANCE AS ALLOWED BY
ORDINANCE 91500 -A -462.
(C)PARKING RATIO AND LANDSCAPE SETBACK
AS ALLOWED BY ORDINANCE 91500 -A -462.
9. SITE COVERAGE (PD- 222R4 -LI):
TOTAL SITE 125,407 S.F. (2.879 AC.)
PAVEMENT 85,648 S.F. 1, 6C I I
PAVEMENT COVERAGE 68%
MAR 3 1 ?U1U
C I C1'
NIrJE_. '4 ZON
11. TOTAL COMPACTORS: 4 COMPACTORS (2- YARD)
2 COMPACTORS NORTH, 2 COMPACTORS SOUTH
*PD CONDITIONS
(a) PROVIDED 7.5 ft. LANDSCAPE BUFFER
ALONG WESTERN BOUNDARY IN LIEU OF 1
N 11 -A $ED
PACK
CB RICHARD ELLIS
ARCHITECTS
4121 Commerce St. Ste. 1
Dallas, Texas 75226
P 214.824.7040
F 214.887.0559
03/29/10
W
2
O
y
Q