Sherrill Ac Lot 2B-Site Plan ~,~
o
oo
I
o~
o8
= ¢ 195.Y:1:: TO NEXT DRIVE APPROACH
179.67'
12" WATER
--21" RCP --,,--
HEADWALL
TOP OF STORM DR. MH. 5.00
FL 30" IN FROM SOUTH =436.65
FL 36" OUT TO NORTH =436.60
FL 24" IN FROM SE --436.70
FL 24' IN FROM WEST =437.50
15' HIKE & BIKI
TRAIL EASEMENT
__....,~ I~ 15' DRAINAGE
25' MUTUAL ACCESS EASLMr-m_J.m, ~C~EASEM,_.., ~
(VOLUME 96018, PAGE 22~ ~STI'mN_~
CONCRETE
BRICK
SIDEWALK
6' C.L.F.
15' HIKE &
TRAIL EASEMENT
EASEMENT
PROPOSED
INLET (PHASE 1) ~,
LOT 2
VAf.TRY RANCH SE~ STORAGE ~D~ON
(VOLUMe. 96018, PAGE 2258, D.R.D.C.T.)
Z0~NG: H
PROPOSED
INLET (PHASE 1)
EXISTING
CONCRETE
~6.0'
DRIVE
1
62,91
3.8'
R1.5'
BELT LINE ROAD '~ EXISTING
(120' R.O.W.) · ~. CONCRETE
~VOLUME 5~39, PAGE 45, D.P..D.C.T.) \~
EXISTING
CONCRETE
401.8'±
TOP OF MANHOLE
=445.05
PROPOSED
MONUMENT
ER 5/~# I.R.S.
i
PROPOSED WALK (PHASE 1)
ACRES
SQUARE FEET
PROPOSED I STORY
6,115 S.F. BUILDING
FF ~.95
94.2'
(PHASE
PROPOSED
CONCRETE
PAVEMENT
(PHASE 1)
WALL
D
PROPOSED
CONCRETE
PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
(BY OTHERS)
,(PHASE
,-5' PUBLIC UTILITY EASEMENT
(VOLUME 85039, PAGE 5826)
'1
FL 12"
IN FROM WEST 2432.50X
FL 12" OUT TO EAST 2432.45~
1§8.4~._
'VOLUME 84217, PA~' ~(~)'
CO I MH
-- ~(P~N)
I
DRAINAGE
---~E/~SEMEN T
FUTURE SITE
BY OTHERS
WATER
EASEMENT
24' MUTUAL ACCESS
& UTILITY EASEMENT
EXISTING
I STORY
BUILDING
LOT 1, BLOCK 1
S~ERR~ ACRES
ZON~G: LI
REMAn~ER 4.512 ACRE TRACT
~. ~NCIS GROUP, L.L.C.
(VOLUME 2000129, PAGE 5416, D.R.D.C.T.)
Z0~NG: LI
ZON~G: PD- 162/MF2
PROPOSED 1 STORY
6,218 S.F. BUILDING
FF 44.7.95
(PHASE 2)
88.8'
II
NOTE:
NO PROTECTED TREES
EXIST WITHIN THE UMITS
OF THE SUBJECT TRACT.
PROPOSED WALK (PHASE 2)
R29.5
MIN. q
12'-0' MIN.
' SLOPE
DUMPSTER PAD WITH
6' SCREENING WALL
AND OPAQUE GATE
MATERIAL TO MATCH BLDG.
--DUMPSTER PAD REQUIREMENTS
A CONCRETE PAD, FOURTEEN FEET (14') BY T~NTY FEET (20')
OF 6' CONCRETE, 3600 P.S.I. WITH NUMBER $ REBAR. 18" ON
CENTER, SHALL BE PROVIDED FOR EACH TRASH RECEPTACLE OR
DUMPSTER UNIT,
ALL TRASH RECEPTACLES SHALL BE SCREENED BY A SIX FOOT
(6') SCREENING FENCE MATERIAL TO MATCH BUILDING.
AU_ TRASH RECEPTACLES ORIENTED PERPENDICULAR TO THE
PRINCIPAL MEANS OF ACCESS TO SAID RECEPTACLE SHALL BE
LOCATED IN SUCH A MANNER AS TO PROV1DE A MINIMUM TURNING
RADIUS OF FORTY FEET (60') FOR THE COLLECTION VEHICLE.
ANY TRASH RECEPTACLE NOT PERPENDICULAR TO mE PRINCIPLE
MEANS OF ACCESS TO SAID RECEPTACLE SHALL BE ORIENTED AS A
THIRTY (30), FORTY FIVE (45). OR SIXTY (60) DEGREE (SEE PLAN)
ANGLE FROM THE FIRE LANE, ALLEY, OF OTHER MEANS OF ACCESS.
A MINIMUM OF FORTY FEET (40') OF UNINTERUPTED BACK UP
SPACE.
ALTERNATIVE DESIGN STANDARDS MUST BE APPROVED BY
CiTY PLANNING COMMISSION, ON RECOMMENDATION BY THE DIRECTOR
OF PUBUC SERVICES AND THE DESIGN ENGINEER.
PAD DETAIL
GTYPICAL DUMPSTER
NOT TO SCALE
NOTE:
REFER TO BUILDING ELEVATIONS PLAN
FOR DETAILS AND ELEVATIONS ON THE
DUMPSTER AND MONUMENT SIGN.
IJ
I/I C/N/ T Y MA P
NOT TO SCALE
0 15 30 60 90
GRAPHIC SCALE IN FEET
SCALE: 1" : 30'
PAVEMENT LEGEND
STANDARD PAYMENT
FIRE LANE PAVEMENT
DUMPSTER PAD AND APRON
B. BOLLARD
EM0 ELECTRIC METER
PP. POWER POLE
b S_~_ LIGHT STANDARD
WMo WATER METER
wve WATER VALVE
icve IRRIGATION CONTROL VALVE
FH'~ FIRE HYDRANT
FDC(~ FIRE DEPARTMENT CONNECTION
co,:, CLEAN OUT
MH I~'i MANHOLE
GM ® GAS METER
TSC[] TRAFFIC SIGNAL CONTROL
TSP, TRAFFIC SIGNAL POLE
TELEE] TELEPHONE BOX
TV [] TV BOX
FP · FLAG POLE
~i..~..~. PROPERTY LINE
--OHL-- O.H. POWER LINES
~.T~L. U/G TELEPHONE LINES
......... ~,w.&~ ........ U/G WATER LINE
.............. 6~ .......... U/G GAS LINE
..... FENCE
EXISTING CONTOURS
XXX.XX
TC XXX. XX
PROPOSED CONTOURS
EXISTING SPOT GRADES
PROPOSED SPOT GRADES
PROPOSED EROSION CONTROL
PROPOSED DRAINAGE DIVIDES
NO. I DATE
DESIGN
15' HIKE &
TRAIL EASEMENT
5/8' I.R.F.C.
PROPOSED
CONCRETE
PAVEMEN1
(PHASE 2)
85'4:8'35" W ,,, 144.50'
~CONCRETE
NO CURB
PROPOSED
(PHASE 1)
5/B' I.R.S.
'24' MUTUAL
ACCESS EASEMENT
33!.80'
I
5/8' I.R.F.C.!
CONCRETE
LOT 1, BLOCK A
GUNNER SUBD~0N
(VOLUME 98046, PAGE 0047, D.R.D.C.T.)
ZO~NG: PD- 162/MF2
CAUTION! !!
UNDERGROUND UllUllES ARE LOCATED IN
THIS AREA. 48 HOURS PRIOR TO ANY /~~
CONSTRUCTION ACTIVITIES, CONTACT MNE
LOCATES FOR FRANCHISE UTIMTY INFO.
CALL BEFORE YOU DIG:
TEXAS EXCAVATION S~ZTY S~STEM (TESS)
1-800-344-8577
TEXAS ONE CALL SYSTEMS
1-800-245-4545 BEFORE
LONE STAR NOTIRCATION CENTER
1-soo-~sg-s344 Drr. 5 YOU DIG...
BENCH MARK UST:
City of Coppell Benchmark- Geodetic Station No. 7
Top security monument with access cover located In the median island on the
south side of the intersection of Belt Une Road, and MacArthur Boulevord.
Bewtion=447.10
Site Temporary Benchmark
Chiseled box set at the center top of curb Inlet, approximately 48 feet south
of the southerly curb of Belt Une Road, and 67 feet east of the westerly
property line of subject property.
Bev~tion=443.92
FRANCHISE UTIUTY NOTES:
1. TXU ENERGY CONSTRUCTION SERVICES - (800) 711-9112
2. ONCOR - DAVID DEAN - (972) 323-8907
3. VERIZlON -RON HILTON - (972) 736-0622
THE SUBJECT PROPERTY IS SHO~I ON THE NATIONAL FLOOD INSURANCE PROOI~RAM
FLOOD INSURANCE RATE MAP FOR THE CITY OF COPPEM~ TEXAS DALLAS AND I DENTON
COUNTIES, COMMUNITY PANEL NUMBER 480170 0010 E, DATED APRIL 15, 1994.. ALL OF
THE SUBJECT PROPERTY IS INDICATED TO BE IN ZONE 'X' ON SAID MAP. RELE".VANT
ZONES ARE DEFINED ON SND MAP AS FOLLOW~
ZONE 'X' - AREAS DETERMINED TO BE OUTSIDE OF THE 50(~-YR FLOOD PLAIN~I.
REVISION / DESCRIPTION
DRAWN DA TE SCALE NO TES
9-25-02 AS SHOWN -
RPP/WTW
MR. KENT PAYTON
THE FRANCIS GROUP, L.L.C.
4700 ARGYLE LANE
ARGYLE, TEXAS 76226
(940) 329-5055 PHONE
JAN E. ANGLER, D.D.S.
C/O MR. FRED R. SUTTON
REAL ESTATE SERVICES
1512 DANUBE LANE
PLANO, TEXAS 75075
(972) 423-2758 PHONE
(972) 423-9310 FAX
SITE DATA SUMMARY TABLE
ITEM PHASE 1
ZONING LI
PROPOSED USE MEDICAL FACILITY
LOT AREA (SF/ACRES) 62,915 / 1.4443
BUILDING (SF) 12,353
BUILDING HT (FT/STORIES)
LOT COVERAGE (%)
25/1
NOTE: CURB
I ALL DIMENSIONS ARE FROM BACK OF
OF CURB, UNLESS OTHERWISE NOTED.
ANGLER'S
PROFESSIONAL BUILDING
SHERRILL ACRES
BLOCK 1, LOT 2B
Cl TY OF COPPELL, TEXAS
PI NO: 1093-02-019
D~FO' /vo.- lO93-02. DWG
¥: :TI:' r-!) ~-. F~IrTAII" :')~r,
2111 ELDORADO PARKWAY
SUITE 101
McKINNEY, TEXAS 75070
(214) 54-4-8880 PHONE
(214) 54-4-8882 FAX
ton dypogue@texome.net
ENGINEERING &: DEVELOPMENT COMPANY, INC.
19.6%
FlOOr AREA RATIO 0.20:1.0
PARKING REQUIRED 1 SPACE / 175 SF = 71
HANDICAPPED PARKING REQUIRED 3
PARKING PROVIDED 71
HANDICAPPED PARKING PROVIDED 4
ATTACHED TO
C.C. PACKET
SITE PLAN