HomeMy WebLinkAboutPZ Res 2025-10-0184 Shadowbend Commercial, Block A, Lot 4, Site Plan (SP 25-0018)SITE LEGEND
CONCRETE CURB
SAW-CUT LINE
MONUMENT SIGN
WHEEL STOPS
BOLLARD
FENCE
FIRE LANE
PARKING SPACES X
UTILITY STRUCTURE LEGEND
FIRE HYDRANT
GAS METER
GREASE TRAP & SANITARY SEWER SAMPLE PORT
LIGHT POLE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER DOUBLE CLEANOUT
STORM SEWER CURB INLET
STORM SEWER GRATE INLET
STORM SEWER JUNCTION BOX
STORM SEWER WYE INLET
TRANSFORMER
WATER METER - DOMESTIC
WATER METER - IRRIGATION
GT SP
HANDICAP LOGO HANDICAP SIGN HANDICAP / ADA RAMP
STRIPING
LANDSCAPE AREA
ON-SITE CONCRETE SIDEWALK
DOUBLE
DUMPSTER
ENCLOSURE
TRAVERSE SURVEYING EXISTING LEGEND
EXISTING LEGEND
L.A.
L.A.
SS
SSSS
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W. ROSAMOND PARKWAY
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5
LOT 3, BLOCK A,
SHADOWBEND COMMERCIAL
VOL. 2025, PG. 62
P.R.C.C.T.
LOT 5, BLOCK A,
SHADOWBEND COMMERCIAL
VOL. 2025, PG. 62
P.R.C.C.T.
C1
L1
L2
L3
L4
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274.3'
5'
9'
25
'
28'
R3
5
'R30'
FH
30'
R10'
R30
'
101' THR
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8'
8'
R3
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5
'
6'
30
'
F
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.
PROPOSED
46' DRIVEWAY
R30
'R30
'
1'
1'
1'
20
'
30
'
1'
9350 GEN-2 CST
4,853 SF (CMU)
20
'
PR
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D
40
'
D
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W
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47'
62'
11
'
11
'
20'
29'
33'
R3
0
'
20'
20
'
30'
BC
25'
12
.
7
'
FH
118
11
5
1.
7
'
BC
3' BC
46
'
END
CURB
BEGIN
CURB
20
'
BC
6'
46
.
8
'
91
.
7
'
77
.
4
'
8'
127.9'50.9'87.8'
NO CURB
ZONED: PD-C
ZONED: PD-C
ZONED: PD-C
30
'
F
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46
'
55
.
4
'
16'
SIGN
R20'
5' BC
48'
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'
R54
'
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R65
'
60
'
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SPEED
LIMIT
30
SPEED
LIMIT
55
3'
22
'
20'
L
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L.A.
L.A.
L.A.L.A.
L.A.
20'
L.S.
20
'
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50
'
B
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R20'
L.A.
L.A.
L.A.
L.A.
251.5'
30
'
F
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CONCRETE SIDEWALK
CONCRETE SIDEWALK
CO
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EX
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ONLY
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ON
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ON
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PROPOSED ROADWAY
IMPROVEMENTS
(BY OTHERS)
PROPOSED ROADWAY
IMPROVEMENTS
(BY OTHERS)
6 3
5
15
16
7
2
10
4
1
8
11
14
17
18
12
9
17
13
3
PROPOSED
10' UTILITY
EASEMENT
PROPOSED ROADWAY
IMPROVEMENTS
(BY OTHERS)
16
31
2
'
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12
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12
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12
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12
'
98.4' STORAGE 99.3' TAPER
PROPOSED 60' MEDIAN OPENING
ROADWAY IMPROVEMENT TO BE
CONSTRUCTED BY OTHERS60
'
R
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W
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12
0
'
R
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R10'
R9
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CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
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EXISTING
CONCRETE
PAVEMENT
13
'
CONCRETE
PAVEMENT
8.
1
'
34.6' BC
79.3'
8.9'
10'
EXISTING
ASPHALT
PAVEMENT
9'
9'
9'
BLOCK A, LOT 4
69,781 S.F. OR 1.602 AC.
CONCRETE
PAVEMENT
15'
19
20
PROPOSED ROADWAY
IMPROVEMENTS
(BY OTHERS)
25' x 25'
VISIBILITY
TRIANGLE
12'
12
'
12
'
ZONED: PD-C
PROPOSED
10' UTILITY
EASEMENT
GT
SW
C.O.
D.C.O.
21
FUTURE
DEVELOPMENT
5'
RP
Z
4"
S
S
4" G
W
4" S
S
4" G
W
2"
W
2"
W
TEL
E
8 C.Y. DUMPSTER(PROVIDED BY OTHERS)8 C.Y. DUMPSTER(PROVIDED BY OTHERS)
8.5'
8'
73
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1
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73
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73
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2
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732
732
732
732
731
731
22
22
23
22
24
25
26
25
25
25
WYE INLET
(BY SELLER)PROPOSED
10' x 15' UTILITY
EASEMENT
17.5' HIG
H
OVERHEA
D
CANOPY
SITE
W. ROSAMOND PKWY.
VICINITY MAP
N.T.S.
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5
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.
Know what's below.
Call before you dig.TX. P.E. FIRM #11525
T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com
W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013
Planning Civil Engineering Construction Management
7-ELEVEN AT ANNA
J.C. BRANTLEY SURVEY, ABSTRACT NO. 114
PREPARATION DATE: SEPTEMBER 3, 2025
CITY OF ANNA, COLLIN COUNTY, TEXAS
SHADOWBEND COMMERCIAL - BLOCK A, LOT 4
1.602 ACRES
'SP 25-0018'
NWC STATE HWY. 5 & W. ROSAMOND PKWY.
Scale: 1" = 'Feet
0
30
60
C-3.0
SITE PLAN
KEYED NOTES
1.PROPOSED 6" BOLLARDS WITH 4.5' SPACING O.C. (TYP.)
(EXCEPT WHERE NOTED OTHERWISE)
2.PROPOSED PROPANE TANK MERCHANDISER
3.3' WIDE ADA DETECTABLE SURFACE
4.ICE MERCHANDISER
5.PROPOSED DOOR (REFER TO ARCHITECTURAL PLANS FOR DETAILS)
6.PROPOSED CO2 CAGE
7.PROPOSED DUMPSTER ENCLOSURE (25' x 12'-8")
WITH 8' TALL MASONRY SCREEN WALLS AND METAL GATES
(REFER TO ARCHITECTURAL PLANS FOR DETAILS)
8.PROPOSED 17.5' HIGH OVERHEAD CANOPY W/ 6 INLINE FUEL
DISPENSERS (REFER TO FUEL PLANS FOR DETAILS)
9.PROPOSED UNDERGROUND STORAGE TANKS
(REFER TO FUEL PLANS FOR DETAILS)
10.PROPOSED HANDICAP PARKING SIGN
11.PROPOSED FUEL VENT
12.PROPOSED AIR VAC UNIT
13.PROPOSED MONUMENT SIGN (BY SEPARATE PERMIT)
14.EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS
15.TEMPORARY TYPE III BARRICADE
16.PROPOSED FIRE HYDRANT
17.EXISTING ELECTRICAL BOXES TO REMAIN UNDISTURBED
18.EXISTING TELEPHONE PEDISTAL TO BE RELOCATED BY OTHERS
19.PROPOSED 10' WIDE TxDOT SIDEWALK (BY OTHERS)
20.PROPOSED 6' WIDE CITY SIDEWALK (BY OTHERS)
21.PROPOSED GREASE TRAP AND SAMPLE WELL
22.PROPOSED 2' WIDE CONCRETE CHANNEL
23.PROPOSED DIAMOND PLATE COVER OVER CONCRETE CHANNEL
24.PROPOSED EXTENDED CURB WITH RETAINING WALL
25.PROPOSED DRAINAGE / STORM SEWER INLET
26.PROPOSED DRAINAGE / STORM SEWER JUNCTION BOX
APPROVAL BLOCK
NOTE FROM CITY:
1.NO APPURTENANCE BETWEEN THE HEIGHT OF 2.5' AND 10' MAY BE PLACED IN THE VISIBILITY TRIANGLES.
SITE DATA SUMMARY TABLE - BLOCK A, LOT 4
CURRENT ZONING PD-C
GROSS SITE ACREAGE (69,781 S.F.) OR 1.602 ACRES
PROPOSED BUILDING USE CONVENIENCE STORE W/ FUELING STATIONS
NUMBER OF STORIES 1 STORY
BUILDING HEIGHT 24'-8" (MAX.)
BUILDING FOOTPRINT 4,853 S.F. (6.96%)
FLOOR AREA RATIO 0.07
CANOPY HEIGHT 17'-6"
BUILDING SETBACK (B.S.)50' FRONT
IMPERVIOUS AREA 54,166 S.F. (77.6%)
PERVIOUS LANDSCAPE AREA (REQUIRED)6,978 S.F. (10%)
PERVIOUS LANDSCAPE AREA (PROVIDED)15,615 S.F. (22.4%)
PARKING REQUIREMENTS
4 SPACES PER 1,000 S.F. BUILDING AREA 20 SPACES
REGULAR PARKING SPACES PROVIDED:31 SPACES
HANDICAP PARKING SPACES REQUIRED:2 SPACES (1 VAN ACCESSIBLE)
HANDICAP PARKING SPACES PROVIDED:2 SPACES (1 VAN ACCESSIBLE)
TOTAL PARKING SPACES PROVIDED:33 SPACES (INCLUDING 2 HANDICAP)
PROJECT CONTACT LIST
ENGINEER
TRIANGLE ENGINEERING LLC
1782 W. McDERMOTT DRIVE
ALLEN, TEXAS 75013
CONTACT: KARTAVYA PATEL, P.E.
PHONE: 469-331-8566
OWNER/DEVELOPER
SCHAFFER
2601 NETWORK BOULEVARD SUITE 413
FRISCO, TEXAS 75034
CONTACT: JASON DECKER
PHONE: 214-888-6923
SURVEYOR
TRAVERSE LAND SURVEYING
14200 MIDWAY ROAD, SUITE 130
DALLAS, TEXAS 75244
CONTACT: DAVID F. McCULLAH, RPLS
PHONE: 469-784-9321
APPROVED
October 6, 2025
P&Z COMMISSION
CITY OF ANNA