Exhibit B - Detail Site Plan (2)'.R.D.C.T.
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EXHIBIT'B"
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L.S.
DOC. N0. 201100317953
F.A.U.E.
O.P.R.D.0 T.
NEO ARC DEVELOPMENTS, LLQ
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DOC. NO. 2010003333514
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OPRD.CT. I
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WATER EASEMENT
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EX. 24 "RCP - =T
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LOT 2, BLOCK A
ARBOR MANORS
DOC. NO, 201000014098
O.P.R.D.C.T.
CHRISTOF M. SYRE AND
RAQUEL F. SYRE
DOC. N0. 201100276915
O.P.R. D. C. T.
7.5' UTILITY EASEMENT
DOC. NO. 201000014098
OR R.D.0 T.
LOT 3, BLOCK A
ARBOR MANORS
DOC. NO. 201000014098
O.P.R.D.C.T.
PROPOSED
SAW -CUT
LIMITS
ANILK. DARAAND
MANIK R. PAKALAPATI
DOC, N0, 201500214015
O.P.R. D. C. T.
PROPOSED
MENU SIGN
RLC JENNA 18 LLQ AND
RLJUSTIN JUSTIN 18 LLC
Doc. 0 P.R..C.T 012
I O.P.R.D.C.T. I I
N 89°30'31" E LOT 3, BLOCK 1
SANDY LAKE CROSSING
1 30.02' VOL. 90012, PG. 3601
1 M.RD.C.T.
I
/ I 1 O'GENERAL TELEPHONE 7.CO. EASEMENT
RArt
-MII VOL DRD PG. 1944
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MANAS PANDA AND
B.S.
MONICA PANDA
L.S.
DOC. N0. 201100317953
F.A.U.E.
O.P.R.D.0 T.
LOT 1, BLOCK A
ACCESS EASEMENT
ARBOR MANORS
SIDEWALK EASEMENT
DOC. NO, 201000014098
SANITARY SEWER EASEMENT
O.P.R.D.GT.
WATER EASEMENT
W.E.
3WALL MAINTENANCE
EASEMENT
10' DRAINAGE EASEMENT
UTILITY EASEMENT
DOC. NO. 201000014098
DOC. NO. 201000014098
D.D.E.
O.RRD.CT.
T-
Sun XnIL FOUND
'a, U LDYFOIE ®
-zf.:._I:
EX. 24 "RCP - =T
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LOT 2, BLOCK A
ARBOR MANORS
DOC. NO, 201000014098
O.P.R.D.C.T.
CHRISTOF M. SYRE AND
RAQUEL F. SYRE
DOC. N0. 201100276915
O.P.R. D. C. T.
7.5' UTILITY EASEMENT
DOC. NO. 201000014098
OR R.D.0 T.
LOT 3, BLOCK A
ARBOR MANORS
DOC. NO. 201000014098
O.P.R.D.C.T.
PROPOSED
SAW -CUT
LIMITS
ANILK. DARAAND
MANIK R. PAKALAPATI
DOC, N0, 201500214015
O.P.R. D. C. T.
PROPOSED
MENU SIGN
RLC JENNA 18 LLQ AND
RLJUSTIN JUSTIN 18 LLC
Doc. 0 P.R..C.T 012
I O.P.R.D.C.T. I I
N 89°30'31" E LOT 3, BLOCK 1
SANDY LAKE CROSSING
1 30.02' VOL. 90012, PG. 3601
1 M.RD.C.T.
I
/ I 1 O'GENERAL TELEPHONE 7.CO. EASEMENT
RArt
-MII VOL DRD PG. 1944
::- fklO lE,%YII
EASEMENT/SETBACKLEGEND
BUILDING SET BACK
B.S.
LANDSCAPE SETBACK
L.S.
FIRE LANE, ACCESS & UTILITY EASEMENT
F.A.U.E.
FIRE LANE, ACCESS & DRAINAGE EASEMENT
F.A.D.E.
ACCESS EASEMENT
A.E.
SIDEWALK EASEMENT
S.E.
SANITARY SEWER EASEMENT
S.S.E.
WATER EASEMENT
W.E.
ELECTRICAL EASEMENT
E.E.
UTILITY EASEMENT
U.E.
DRAINAGE & DETENTION EASEMENT
D.D.E.
I
SITE ACREAGE:
0.70 ACRES (30,519 S.F.)
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SITE DATA SUMMARY TABLE
SITE ACREAGE:
0.70 ACRES (30,519 S.F.)
ZONING:
PD (PLANNED DEVELOPMENT)
PROPOSED USE:
EXISTING LEGEND
PATIO AREA:
•
VSIRFWXD
°° IRIGATIW VALVE
NO PMKING
Q
VSIRSETYN
WATERWil D
CONCRETE
Q
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BOUNDARY
B
POINT FOR CORNER
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BMBED WIRE FENCE-----PPRKIXGSTRIPE
a
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SMILE Box
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MS T
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SITE DATA SUMMARY TABLE
SITE ACREAGE:
0.70 ACRES (30,519 S.F.)
ZONING:
PD (PLANNED DEVELOPMENT)
PROPOSED USE:
DRIVE THRU RESTAURANT
PATIO AREA:
700 S.F.
BUILDING AREA:
858 S.F.
NUMBER OF STORIES:
1
BUILDING HEIGHT:
20'-3"
BUILDING COVERAGE:
2.81%
FLOOR AREA RATIO:
0.028
IMPERVIOUS AREA:
23,403 S.F. (76.68%)
PERVIOUSMNDSCAPE AREA:
7,116 S.F. (23.32%)
PARKING REQUIREMENTS =1 SP PER 100 S.F.
16 SPACES
REGULAR PARKING REQUIRED:
9 SPACES
PATIO PARKING REQUIRED:
7 SPACES
REGULAR PARKING PROVIDED:
15 SPACES
HANDICAP PARKING REQUIRED:
1 SPACE (1 VAN ACCESSIBLE)
HANDICAP PARKING PROVIDED:
1 SPACE (1 VAN ACCESSIBLE)
TOTAL PARKING PROVIDED:
16 SPACES INCLUDING (1 H.C.)
SITE LEGEND
CONCRETE CURB
SAW -CUT LINE
FENCE
FIRE LANE
STRIPING
PARKING SPACES
MONUMENT/PYLON SIGN
WHEEL STOPS
HANDICAP LOGO
HANDICAP SIGN
RAMP
BOLLARD
TRAFFIC ARROW
91VA IADMIN11
Im/rlxyla:i
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER DOUBLE CLEANOUT
SANITARY SEWER SAMPLE PORT
GREASE TRAP
DOMESTIC WATER METER
IRRIGATION METER
GAS METER
TRANSFORMER
LIGHT POLE
POWER POLE
N
W E
S
0 40 80
FEET
GRAPHIC SCALE
1" = 20'
SITE GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR
LOCAL JURISDICTION STANDARDS.
2. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS
TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE
OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE
AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER
ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY
BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL
UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE
DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF
REPAIRING THE UTILITY.
3. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR
DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR
SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND
CONSTRUCTION OR BETTER UNLESS OTHERWISE SHOWN OR NOTED ON
THE PLANS AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH
UTILITIES.
4. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY
WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA,
CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY
AMENDMENTS THERETO.
5. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS
INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES,
FENCES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.
6. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN
RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES
MUST BE RECEIVED IN WRITING.
7. THE CONTRACTOR SHALL PROVIDE"RED LINED' MARKED PRINTS TO THE
ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION
WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO
THAT INDICATED ON THE PLANS.
8. ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE
PLAN.
PROJECT CONTACT LIST
ENGINEER
OWNER/DEVELOPER
TRIANGLE ENGINEERING LLC
3 DENTON TAP LLC
1784 W. McDERMOTT DRIVE, SUITE 110
8214 WESTCHESTER DR. SUITE 550
ALLEN, TEXAS 75013
DALLAS, TEXAS 75225
\B
CONTACT: CAMERON JEJUNE
PHONE: 214-609-9271
I
SURVEYOR
ARCHITECT
TEXAS HERITAGE SURVEYING, LLC
RICHMOND GROUP
10610 METRIC DRIVE, SUITE 124
12200 N. STEMMONS FREEWAY
DALLAS, TEXAS 75243
DALLAS, TEXAS 75234
CONTACT: GARY JOHNSON
CONTACT: HANK QUIGG
PHONE: 214-340-9700
PHONE: 972484-5977
SITE GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR
LOCAL JURISDICTION STANDARDS.
2. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS
TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE
OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE
AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER
ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY
BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL
UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE
DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF
REPAIRING THE UTILITY.
3. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR
DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR
SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND
CONSTRUCTION OR BETTER UNLESS OTHERWISE SHOWN OR NOTED ON
THE PLANS AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH
UTILITIES.
4. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY
WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA,
CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY
AMENDMENTS THERETO.
5. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS
INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES,
FENCES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.
6. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN
RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES
MUST BE RECEIVED IN WRITING.
7. THE CONTRACTOR SHALL PROVIDE"RED LINED' MARKED PRINTS TO THE
ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION
WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO
THAT INDICATED ON THE PLANS.
8. ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE
PLAN.
PROJECT CONTACT LIST
ENGINEER
OWNER/DEVELOPER
TRIANGLE ENGINEERING LLC
3 DENTON TAP LLC
1784 W. McDERMOTT DRIVE, SUITE 110
8214 WESTCHESTER DR. SUITE 550
ALLEN, TEXAS 75013
DALLAS, TEXAS 75225
CONTACT: KARTAVYA PATEL, P.E.
CONTACT: CAMERON JEJUNE
PHONE: 214-609-9271
PHONE: 214-622-6511
SURVEYOR
ARCHITECT
TEXAS HERITAGE SURVEYING, LLC
RICHMOND GROUP
10610 METRIC DRIVE, SUITE 124
12200 N. STEMMONS FREEWAY
DALLAS, TEXAS 75243
DALLAS, TEXAS 75234
CONTACT: GARY JOHNSON
CONTACT: HANK QUIGG
PHONE: 214-340-9700
PHONE: 972484-5977
1. THERE MAY BE ADDITIONAL COMMENTS AT THE TIME OF BUILDING PERMIT AND DETAIL
ENGINEERING REVIEW.
2. TREE REMOVAL PERMIT REQUIRED PRIOR TO START OF CONSTRUCTION.
3. ENSURE THAT ALL LIGHTS ARE SHIELDED FROM THE RESIDENTIAL PROPERTIES TO THE WEST
AND ALL ONSITE LIGHTING MEETS THE GLARE AND LIGHTING STANDARDS WITHIN
ARITCLE 36 OF THE ZONING ORDINANCE.
4. ALLOW (2) TWO 60SQUARE-FOOT BUILDING SIGNS AS PREVIOUSLY APPROVED.
5. ALLOW AN EXCEPTION TO THE INTERIOR (PARKING LOT), PERIMETER AND OVERALL 30%
LANDSCAPE AREA REQUIREMENTS AS DEPICTED ON THE LANDSCAPE PLAN.
6. ALLOW (4) FOUR MENU BOARDS WITHOUT MASONRY CONSTRUCTION.
7. HOURS OF OPERATION SAM - 10PM SUNDAY- SATURDAY.
8. SPEAKERS MUST FACE EAST TOWARDS DENTON TAP ROAD AND VOLUME KEPT AT A LEVEL THAT IS
NON-OFFENSIVE AND PLAYED ONLY BETWEEN THE HOURS OF 7:30 A.M. AND 8:00 P.M.
9. LIGHTING ON CHANNEL LETTERING TO BE WHITE BULBS AND NOT RED AS REQUIRED BY ORDINANCE.
DATE
DESCRIPTION
FEMA 100 -YEAR FLOOD PLAIN
DOES NOT EXIST ON THE PROPERTY
WINE
DETAIL SITE PLAN
151 COFFEE
S. DENTON TAP ROAD
CITY OF COPPELL
DENTON COUNTY, TEXAS
151 COFFEE ADDITION - LOT 1, BLOCK A
D ANGLE
ENGINEERING LLC
T: 469331.85661E 469.213.71451 E: info@lriangleergccom
W: triangle-engr wm 10:1784 W. McDermoll Dnve, Suite 110, Allen, TX 75013
'laming I CMI Ergiieelig I CDNshuchm Management
P.E. DES. DATE SCALE PROJECT N0. SHEET NO.
KP MUM
03-11-20 g BM 078-20
TX. P.E. FIRM #11525 C-4"0