18-S-29- Tri County Business and Ind. Park U1A Lot 6, Blk 2- Specific Use PermitAN ORDINANCE BY THE CITY CO 1
APPROVE A SPECIFIC USE PERMIT TO ALLOW FOR OPERATION OF A
CONVENIENCE STORE
GUADALUPE
WHEREAS, An application for Specific Use Permit to allow a Convenience Store with gas
pumps at 17501 IH 35, more particularly described in Exhibit A attached hereto and incorporated
herein by reference, as Lot 6, Block 2 of the Tri County Business and Industrial Park Unit IA
Subdivision, (hereinafter, the "Property ") has been filed with the City; and
WHEREAS, the City's Unified Development Code Section 21.5.1 I.E. provides for certain
conditions to be considered by the Planning and Zoning Commission in making
recommendations to City Council and by City Council in considering final action on a requested
specific use permit (the "Conditions "); and
WHEREAS, on August 8, 2018, the Planning and Zoning Commission conducted a public
hearing and, after considering the Conditions, hereby makes a recommendation of approval of a
Specific Use Permit for a Convenience Store with gas pumps; and
WHEREAS; on August 28, 2018 the City Council conducted a public hearing and after
considering the Conditions and recommendation by the Planning and Zoning Commission,
determined that the requested Specific Use Permit be approved as provided for herein.
101E IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SCAERTZ, TEMkS,
Section 1. A Specific Use Permit for 17501 IH 35, as more particularly described in the
attached Exhibit A, is hereby approved to allow a convenience store with gas pumps conditioned
upon the following occurring:
a) TXDOT and the City of Schertz Engineering Department approve the Traffic Impact
Analysis and the Drainage Report.
b) A building permit is approved within one year of the adoption of this ordinance; and
c) The use begins operation within two years of the issuance of the necessary building
permit(s).
Section 2. The recitals contained in the preamble hereof are hereby found to be true, and
such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part
of the judgment and findings of the Council.
Section 3. All ordinances and codes, or parts thereof, which are in conflict or
inconsistent with any provision of this Ordinance are hereby repealed to the extent of such
conflict, and the provisions of this Ordinance shall be and remain controlling as to the matters
resolved herein.
Section 4. This Ordinance shall be constrLied and enforced in accordance with the laws
of the State of Texas and the United States of America.
Section 5. If any provision of this Ordinance or the application thereof to any person or
circumstance shall be held to be invalid, the remainder of this Ordinance and the application of
such provision to other persons and circumstances shall nevertheless be valid, and the City
hereby declares that this Ordinance would have been enacted without such invalid provision.
Section 6. It is officially found, determined, and declared that the meeting at which this
Ordinance is adopted was open to the public and public notice of the time, place, and subject
matter of the public business to be considered at such meeting, including this Ordinance, was
given, all as required by Chapter 55 1, as amended, Texas Government Code.
Section 7. This Ordinance shall be effective upon the date of final adoption hereof and
any publication required by law.
Section 8. This Ordinance shall be cumulative of all other ordinances of the City of
Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City
of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the
provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby
repealed.
Exhibit A
"The Property"
See Attached
1 -35
"SCO M.• 521
Vicinity Map
Not to Scale
CONTROL POINT TABLE
POINT
DESCRIPTION
NORTHING
EASTING
ELEV.
200
CP "X" CUT SET
13,766,795.287
2,197,931.597
843.01'
201
CP "X" CUT SET
13,766,509.666
2,198,097.077
841.24'
202
CP "X" CUT SET
13,766,438.568
2,197,957.295
840.31'
203
CP "X" CUT SET
13,766,579.453
2,197,843.813
841.15'
3
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0.83 ACRES
ARC CAFEHLD001 LLC
LOT 10, BLOCK 2
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CD ' GENERAL BUSINESS
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-- V0.. S, PAGE 89A. P.R,G.C�•_ A Y /
- - - - _ -- 000, -� - -_ '/ CALLED 0.109 ACRES
_— - �'9. S 51 _ / / TO STATE OF TEXAS
_' -- ` _ - -' VOL. 877. PG. 844
_--- D. R. G. C. T.
__ =— 839
EgSTATE,DK�. N�. 35
1N" (VARIABLE W
P.I. 19850
1.18 ACRES
LAFREEDA DAWN M
LOT 9, BLOCK 2 t`'
DENNYS SUBDIVISION °-
17455 I H 35
SCHERTZ, TX 78154
ZONING: (GB)
GENERAL BUSINESS
LAND USE: RESTAURANT
200' ;
P.I. 45690
1.38 ACRES
COLE WY PORTFOLIO TX LLC
LOT 4, BLOCK 1
WENDY'S SUBDV #30
5550 FM 3009
,
SCHERTZ, TX 78154
/
ZONING: (GB)
17599 N IH 35
SCHERTZ, TX 78154
GENERAL BUSINESS
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LAND USE: RESTAURANT
ZONING: (GB)
GENERAL BUSINESS
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LAND USE: GAS STATION
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TOTAL GROSS ACREAGE = 0.92 AC 'W � ii n
o i PROPOSED ��d ii I
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200' ; , - -� -J I I \
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P.I. 42731 t �� /
1.07 ACRES ^doh // /I
CHAR -MAR LIMITED PARTNERSHIP ° I
LOT 7, BLOCK 2 �„ r� w° /I ; ,1
STAR II SUBD ADDITION a' I °�� I
17497 I H 35 N \ '"�� / °°
SCHERTZ, TX 78154 ? -840- , 0 O // �, °
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ZONING: (GB) \ A II "
GENERAL BUSINESS i f/ NE �� %'
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O R 867. PG. 723
LAND USE: GAS STATION ___� ,,.�:,,�,,....- �-�%-' 107,22' _ �� --�
-- V0.. S, PAGE 89A. P.R,G.C�•_ A Y /
- - - - _ -- 000, -� - -_ '/ CALLED 0.109 ACRES
_— - �'9. S 51 _ / / TO STATE OF TEXAS
_' -- ` _ - -' VOL. 877. PG. 844
_--- D. R. G. C. T.
__ =— 839
EgSTATE,DK�. N�. 35
1N" (VARIABLE W
P.I. 19850
1.18 ACRES
LAFREEDA DAWN M
LOT 9, BLOCK 2 t`'
DENNYS SUBDIVISION °-
17455 I H 35
SCHERTZ, TX 78154
ZONING: (GB)
GENERAL BUSINESS
LAND USE: RESTAURANT
TxDOT R.O.W. ,
N
0 40' 60' 80'
SCALE IN FEET
(SCALE: 1 INCH = 40 FEET)
GENERAL NOTES
1. THE BEARINGS AND DISTANCES SHOWN HEREON ARE
BASED ON A LOCAL COORDINATE SYSTEM BASED ON
NAD83, TEXAS SOUTH CENTRAL ZONE 4204, SCALED
FROM GRID TO SURFACE AT N: 13,766,555.72 AND E:
2,197,945.55 USING A COMBINED SCALE FACTOR OF
1.0001621532, DERIVED FROM GPS RTK OBSERVATIONS
USING THE NORTH TEXAS VRS NETWORK (MAINTAINED
BY WESTERN DATA SYSTEMS).
2. ACCORDING TO THE FLOOD INSURANCE RATE MAP,
PANEL 210 OF 480, DATED NOVEMBER 2, 2007, THE
PROPERTY IS LOCATED IN ZONE "X" AND IS NOT WITHIN
THE 100 -YEAR FLOODPLAIN.
LEGEND
PROPOSED
■ m m ■
200 -FOOT NOTIFICATION BOUNDARY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
RIGHT -OF -WAY LINE
ABBREVIATIONS
CIRF IRON ROD WITH CAP FOUND
IRF IRON ROD FOUND
XCF "X" CUT FOUND
P.R.G.C.T. PLAT RECORDS
GUADALUPE COUNTY, TEXAS
D.R.G.C.T. DEED RECORDS
GUADALUPE COUNTY, TEXAS
O. P. R.G. C. T. OFFICIAL PUBLIC RECORDS
GUADALUPE COUNTY, TEXAS
CURRENT OWNER
VR PARTNERS, I
WILLIAM T. DEMUTH
2300 WOLF ST., UNIT 12B
DALLAS, TX 75201
APPLICANT /DEVELOPER
SHANE PARTRIDGE
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD, STE. 413
FRISCO, TEXAS 75034
PH# 214 - 888 -6923 (0)
PH# 972 - 951 -7851 (M)
SPARTRIDGE @SCHAFFERCONST.COM
REPRESENTATIVE
KAREN MITCHELL
MITCHELL PLANNING GROUP, LLC
7823 NINE MILE BRIDGE ROAD
FORT WORTH, TEXAS 76135
PH# 817 - 237 - 4467(0)
PH# 817 - 797 -9134 (M)
KM ITCH ELL @MITCHELLPLANNINGGROUP.COM
CIVIL ENGINEER
CEI ENGINEERING ASSOCIATES, INC
3030 LBJ FREEWAY, SUITE 100
DALLAS, TX 75234
DAVID TIPTON
PROJECT MANAGER
PH# (972)- 488 -3737 (0)
FAX# (972)- 488 -6732 (F)
DTIPTON @CEIENG.COM
200' ;
P.I. 34102
1.09 ACRES
SKIPPER BEVERAGE COMPANY INC
o
`�'
,
LOT 2, BLOCK 1
N C S SUBD ADDITION
3
17599 N IH 35
SCHERTZ, TX 78154
�`
ZONING: (GB)
GENERAL BUSINESS
',
LAND USE: GAS STATION
■
,
�O
Ol
TxDOT R.O.W. ,
N
0 40' 60' 80'
SCALE IN FEET
(SCALE: 1 INCH = 40 FEET)
GENERAL NOTES
1. THE BEARINGS AND DISTANCES SHOWN HEREON ARE
BASED ON A LOCAL COORDINATE SYSTEM BASED ON
NAD83, TEXAS SOUTH CENTRAL ZONE 4204, SCALED
FROM GRID TO SURFACE AT N: 13,766,555.72 AND E:
2,197,945.55 USING A COMBINED SCALE FACTOR OF
1.0001621532, DERIVED FROM GPS RTK OBSERVATIONS
USING THE NORTH TEXAS VRS NETWORK (MAINTAINED
BY WESTERN DATA SYSTEMS).
2. ACCORDING TO THE FLOOD INSURANCE RATE MAP,
PANEL 210 OF 480, DATED NOVEMBER 2, 2007, THE
PROPERTY IS LOCATED IN ZONE "X" AND IS NOT WITHIN
THE 100 -YEAR FLOODPLAIN.
LEGEND
PROPOSED
■ m m ■
200 -FOOT NOTIFICATION BOUNDARY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
RIGHT -OF -WAY LINE
ABBREVIATIONS
CIRF IRON ROD WITH CAP FOUND
IRF IRON ROD FOUND
XCF "X" CUT FOUND
P.R.G.C.T. PLAT RECORDS
GUADALUPE COUNTY, TEXAS
D.R.G.C.T. DEED RECORDS
GUADALUPE COUNTY, TEXAS
O. P. R.G. C. T. OFFICIAL PUBLIC RECORDS
GUADALUPE COUNTY, TEXAS
CURRENT OWNER
VR PARTNERS, I
WILLIAM T. DEMUTH
2300 WOLF ST., UNIT 12B
DALLAS, TX 75201
APPLICANT /DEVELOPER
SHANE PARTRIDGE
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD, STE. 413
FRISCO, TEXAS 75034
PH# 214 - 888 -6923 (0)
PH# 972 - 951 -7851 (M)
SPARTRIDGE @SCHAFFERCONST.COM
REPRESENTATIVE
KAREN MITCHELL
MITCHELL PLANNING GROUP, LLC
7823 NINE MILE BRIDGE ROAD
FORT WORTH, TEXAS 76135
PH# 817 - 237 - 4467(0)
PH# 817 - 797 -9134 (M)
KM ITCH ELL @MITCHELLPLANNINGGROUP.COM
CIVIL ENGINEER
CEI ENGINEERING ASSOCIATES, INC
3030 LBJ FREEWAY, SUITE 100
DALLAS, TX 75234
DAVID TIPTON
PROJECT MANAGER
PH# (972)- 488 -3737 (0)
FAX# (972)- 488 -6732 (F)
DTIPTON @CEIENG.COM
r HANSON ID: brtt \
Vicinity Map
Not to Scale P.I. 13277
35 ACRES
BRUNDAGE MINI STORAGE LTD
LOT 13, BLOCK 2 A -AAA
MINI 51 ORE GE SUB RAPID 'I [ON
17447 TRITON DR
SCHERTZ, TX 78154
70NING: (GB)
GENERAL BUSINESS
>
LAND USE STORAGE
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LOT 40, BLOCK I
ARBOR PRO ADDITION
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SCHERTZ, TX 78154 '
ZONING'. (ER)
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Y,
LAND USE: RESTAUIDANI
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STAR It SUBDAVERPON> L E , '
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, IE }` �w Y` TRASH DUMPSTER ENCLOSURES'
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ID ® o
P.I. 45690
137ACRES
COLE WY PORTFOLIO TX UC
LOT 4, BLOCK 1
WENDRE SUBDV ADDITION
55.50 PM 3009
SCHERTZ, TX 78154
ZONING: (GB)
GENERAL BUSINESS
LAND USE RESTAURANT
POLL'.
SEE ANCNITEGURAL PEWS FOR MAC LOUiIONS AND OPERA OFF
OF PORNH£r RAMPS, VESDOULC SLOPED PAVING, BUILDING UnmY
40.17 —
--- A
'UNDERGROUND
STORAGE TANKS
EXISTING PER
TO REMAIN
i
I
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i
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/ I
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�,
RO
CURRENT OWNER
OR PARTNERS.I
WILLIAM T. DEMUTH
2300 WOLF SL. UNIT 128
52
DALLAS, TX 701
,
APPLICANVDEVELOPER REPRESENTATIVE
SI AGE PARTRIDGE
SCHAFFER CONSTRUCTION
2601 NELWOHK BLVD. STH- 413
:RISCC TEXAS ➢5084
SHE 214 -888 -6923 (0)
PHLF 972 9G1 7861 (M)
SPARTRIDGFUASCHAFFERCONST. COM
KAREN MITCHELL
MITCHELL PLANNING GROUP, U C
7823 NINE MILE BRIDGE ROAD
FORT WORTH, TEXAS 76135
PHN 817 - 2374467 (0)
PLO 817 - 7979134 (M)
KMITCH E LL@ M ITCH ELLPLANN I N GG ROUP.COM
Know what's below.
Call before you dig.
LEGEND
PROPOSED
PROPERTY LINE /RIGHT OF WAY LINE
ZONING
CONCRETE CURB AND GUTTER. SEE
DETAIL PLACE] .B-
CURB INLET
I PROPOSED USAGE
BUILDING CONTROL POINT
OPROPOSED
PARKING SPACES
(
LIMITS OF SIDEWALKS AND CONCRETE
LOT AREA
APRONS (PER ARCH- PLANS)
mwwzrnanrcr;w:o o. ww,
PROPOSED FlRE LANE
BUILDING AREA
(CAR WASH)
966 SF
( IMPERVIOUS COVERAGE
30,534.89 SF (7537%)
C FLOOR AREA RATIO
0 07 1
BUILDING HEIGHT
18 8
NUMBER OF STORIES
I
REQUIRED PARKING UID)
12 SPACES
PROVIDED PARKING (FIG)
12 SPACES
HANDICAP PARKING
1 SPACE
N
ID ® o
P.I. 45690
137ACRES
COLE WY PORTFOLIO TX UC
LOT 4, BLOCK 1
WENDRE SUBDV ADDITION
55.50 PM 3009
SCHERTZ, TX 78154
ZONING: (GB)
GENERAL BUSINESS
LAND USE RESTAURANT
POLL'.
SEE ANCNITEGURAL PEWS FOR MAC LOUiIONS AND OPERA OFF
OF PORNH£r RAMPS, VESDOULC SLOPED PAVING, BUILDING UnmY
40.17 —
--- A
'UNDERGROUND
STORAGE TANKS
EXISTING PER
TO REMAIN
i
I
1
i
1
)
i
/ I
Y O
�,
RO
CURRENT OWNER
OR PARTNERS.I
WILLIAM T. DEMUTH
2300 WOLF SL. UNIT 128
52
DALLAS, TX 701
,
APPLICANVDEVELOPER REPRESENTATIVE
SI AGE PARTRIDGE
SCHAFFER CONSTRUCTION
2601 NELWOHK BLVD. STH- 413
:RISCC TEXAS ➢5084
SHE 214 -888 -6923 (0)
PHLF 972 9G1 7861 (M)
SPARTRIDGFUASCHAFFERCONST. COM
KAREN MITCHELL
MITCHELL PLANNING GROUP, U C
7823 NINE MILE BRIDGE ROAD
FORT WORTH, TEXAS 76135
PHN 817 - 2374467 (0)
PLO 817 - 7979134 (M)
KMITCH E LL@ M ITCH ELLPLANN I N GG ROUP.COM
Know what's below.
Call before you dig.
LEGEND
PROPOSED
N
0 20' 30' 40'
SCALE IN FEET
(SCALE.]. INCH = 20 FEET)
TRAFFIC FLOW ARROW
LANDSCAPE AREA
FLOOD CERTIFICATION: I
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 818700210FOATED 11- 02 -07, IS LOCATED IN ZONE "X ", AREA OF
MINIMAL ROOD HAZARD AND IS NOT WITHIN 100 YEAR FLOODPLAIN.
I SITE DATA
PROPERTY LINE /RIGHT OF WAY LINE
ZONING
CONCRETE CURB AND GUTTER. SEE
DETAIL PLACE] .B-
CURB INLET
I PROPOSED USAGE
BUILDING CONTROL POINT
OPROPOSED
PARKING SPACES
(
LIMITS OF SIDEWALKS AND CONCRETE
LOT AREA
APRONS (PER ARCH- PLANS)
mwwzrnanrcr;w:o o. ww,
PROPOSED FlRE LANE
N
0 20' 30' 40'
SCALE IN FEET
(SCALE.]. INCH = 20 FEET)
TRAFFIC FLOW ARROW
LANDSCAPE AREA
FLOOD CERTIFICATION: I
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 818700210FOATED 11- 02 -07, IS LOCATED IN ZONE "X ", AREA OF
MINIMAL ROOD HAZARD AND IS NOT WITHIN 100 YEAR FLOODPLAIN.
I SITE DATA
TXDOT NOTE:
PLANS HAVE BEEN SUBMITTED TO TxDOT.
CEI ENGINEERING IS COORDINATING
SIDEWALK, STORM SEWER AND DRIVE
ACCESS PERMITTING AS REQUIRED
CITY APPROVAL AREA
Engineering Associates, Inc.
VGINFFR.S PI ANNFRS PUCOUFLT
3030 CW Freeway, Suite 100 (972)488 -3737
Dallas, TX 75234 FAX (972)488 -6732
TR/COUNTYSUSINESS/NDUSTR/AL PARKUN /T 1A, lOT6, 8ZOCK2
SITE PLAN
TrATE5, I
OF DA 7L SHEET NO
71171 A - -- -oF 4
REV -0
GENERAL BUSINESS
ZONING
GB)
"CONVENIENCE STORE
WITH GAS PUMPS &
I PROPOSED USAGE
LC WASH
(
AUTOMATED I
LOT AREA
0 93AC/40 510 80 SF
C BUILDING AREA
3,000 SF (7.40%) (
BUILDING AREA
(CAR WASH)
966 SF
( IMPERVIOUS COVERAGE
30,534.89 SF (7537%)
C FLOOR AREA RATIO
0 07 1
BUILDING HEIGHT
18 8
NUMBER OF STORIES
I
REQUIRED PARKING UID)
12 SPACES
PROVIDED PARKING (FIG)
12 SPACES
HANDICAP PARKING
1 SPACE
TXDOT NOTE:
PLANS HAVE BEEN SUBMITTED TO TxDOT.
CEI ENGINEERING IS COORDINATING
SIDEWALK, STORM SEWER AND DRIVE
ACCESS PERMITTING AS REQUIRED
CITY APPROVAL AREA
Engineering Associates, Inc.
VGINFFR.S PI ANNFRS PUCOUFLT
3030 CW Freeway, Suite 100 (972)488 -3737
Dallas, TX 75234 FAX (972)488 -6732
TR/COUNTYSUSINESS/NDUSTR/AL PARKUN /T 1A, lOT6, 8ZOCK2
SITE PLAN
TrATE5, I
OF DA 7L SHEET NO
71171 A - -- -oF 4
REV -0
MAPSCO ID brtt d
Vicinity Map
Not to Scale
PROPOSED 6" SANITARY —T
SEWFRSERVICE ..
D
ST
E
7- ELEVEN
(3,150 S.F.) ,
` PROPOSED
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it j o
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EXISTING FIRE
HYDRANT
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Is
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APS SHALL BE REPLACED WITH DUCTILE
2ON. AC MAIN UNDER ANY
ECONSTRUCTED OR RELOCATED
IRIVEWAYS OR ANY AREAS SUBJECT TO
TRADING OR COMPACTION SHALL BE
FN( RV ARK
NOLL
SEE ANCNITEO9RAL PLANS FOR tXACI LOCAL IONS AND NN EN40NS
OF FORCEDS, RAMPS, FESiiBULE, SLOPED Puvw6, amLmnG Vnmv
ow what's below.
Call before you dig.
LEGEND
PROPOSED
A*
N
0 20' 30' 40'
SCALE IN FEET
(SCALE:]. INCH = 20 FEET)
PROPERTY LINE /RIGHT OF WAY LNE
- - - - --
STORM DRAIN
—X "G—
eASSERVICE
— X "SS—
SANITARY SEWER SERVICE
— UGE —
UNDERGROUND ELECTRIC SERVICE
— UGE&T—
UNDERGROUND ELECTRIC AND TELEPHONE SERVICE
—UGT—
UNDERGROUND TELEPHONE SERVICE
—X °W —
WATER SERVICE
• FDC
FIRE DEPARTMENT CONNECTION
\
8g
P' DOMESTIC ME TER
(EXIST NO TO BE REUSED)
`.
..��
SPY
»4 IA
IS
Dr ON
1
Os,
1
`\
\
A,
RFZ BAGKFLOW
�° 4A1 PREVENTER(2)
0° ° °I
if nI
' 0 C
n t m J i
it j o
I I i
it
I°
0° C:�
EXISTING FIRE
HYDRANT
(NEW)
Tul
Is
HE EXISTING AC WATER MAIN AT NEW
APS SHALL BE REPLACED WITH DUCTILE
2ON. AC MAIN UNDER ANY
ECONSTRUCTED OR RELOCATED
IRIVEWAYS OR ANY AREAS SUBJECT TO
TRADING OR COMPACTION SHALL BE
FN( RV ARK
NOLL
SEE ANCNITEO9RAL PLANS FOR tXACI LOCAL IONS AND NN EN40NS
OF FORCEDS, RAMPS, FESiiBULE, SLOPED Puvw6, amLmnG Vnmv
ow what's below.
Call before you dig.
LEGEND
PROPOSED
A*
N
0 20' 30' 40'
SCALE IN FEET
(SCALE:]. INCH = 20 FEET)
GENERAL UTILITY NOTES
A. ALL WATER LINES SHALL BE TYPE "K" COPPER WITH 48" MIN. COVER.
B. ALL SANITARY SEWER LINES SHALL BE SDR- 26 WITH 24 "MIN. COVER.
C CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY
OWNERS.
D. ALL ELECTRIC TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE
APPROPRIA I L UTILITY COMPANY SPECIFICATIONS- ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE
INSIGNIA I'ED UTILITY COMPANIIfS-
I, CONSTRUCTION ARAB NOT 5TART ON ANY PUBLIC U I'ILI TY SYSTEM UN TIL WRIT TEN APPROVAL HAS BEEN RECEIVED
BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE
ENGINEER.
E PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY
OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION
AND ALL U I UPY CROSSINGS AND INFORM CEI ENGINEERING AND THE OW NER(DLVLIOPER OF ANY CONFLICT OR
REQUIRED DEVIATIONS FROM t HE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION. CEI EN GI N F EST NG AND ITS A IFAREA ARAB .. BE HELD HARMLESS IN THE DUE AT THAT THE
CONTRACTOR FAI LS TO MAKE SUCH YOU HCATI O N.
G. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS : ALL WATER LINE
RTRNGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31C. ALL WATER LINE PIPE BEDDING SHALL BE
I N PLATTED PER DETAIL 42A. ALL SANITARY SEW ER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42 B.
CITY APPROVAL AREA
PP ADS BACKFLOW ., .' P Y ,«.F
,L
PREVENTED RMB i y N "�
2" CARWAS \
H P i
METER (NEW) "{ t ,., "
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::
VE
? Y, 30450 1 /]7 /]R ADS OMT NA Z
(AIR > " c" _ V CEI PROJECT NO. INITIAL DATE DPOR PM DES DE
Engineering Associates Inc.
"GLIE M
FH �
ENGINEERS - PLANNERS SURVEY[
,q� IAAP LANDSCAPE ARCHITEC TS
O
—EXISTING FIRE ENV
IRONMENTAL 5°TlEN il`
HYDRANT G4, Vr�'
..' A,
APPLICANT /DEVELOPER
SIIAN PARTRIDGE
SCHARAP9 CONSTRUCTION
2601 NELWOS1C BLVD. SIB- 413
FRISCO TEXAS Y6064
PH4 214 -888 -6923 (0)
PHIL 972 9G1 7861 (M)
S RARTRIDGCINSCHAFFERCONST. COM
REPRESENTATIVE
KAREN MITCHELL
MITCHFI L PLANNING GROUP, LLC
7823 NINE CAN F BRIDGE ROAD
FORT WORTH, TEXAS 76133
PHN 817 - 2374467 (0)
PHI{ 817- 7979134 (M)
KMITCH E LL@ M ITCH ELLPLANN I N GG ROUP.COM
3030 LEE Freeway, Suite 100
(972TOM 3737
TR/COUNTVSUSINESSINDUSTRk PARKUN /T 1A, lOT6, ROCK21
UTILITY PLAN
REV RA 7L SHEET NO
7 11711a - -- -oF 4
REV -0
I
PROPERTY LINE /RIGHT OF WAY LNE
- - - - --
STORM DRAIN
—X "G—
eASSERVICE
— X "SS—
SANITARY SEWER SERVICE
— UGE —
UNDERGROUND ELECTRIC SERVICE
— UGE&T—
UNDERGROUND ELECTRIC AND TELEPHONE SERVICE
—UGT—
UNDERGROUND TELEPHONE SERVICE
—X °W —
WATER SERVICE
• FDC
FIRE DEPARTMENT CONNECTION
GENERAL UTILITY NOTES
A. ALL WATER LINES SHALL BE TYPE "K" COPPER WITH 48" MIN. COVER.
B. ALL SANITARY SEWER LINES SHALL BE SDR- 26 WITH 24 "MIN. COVER.
C CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY
OWNERS.
D. ALL ELECTRIC TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE
APPROPRIA I L UTILITY COMPANY SPECIFICATIONS- ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE
INSIGNIA I'ED UTILITY COMPANIIfS-
I, CONSTRUCTION ARAB NOT 5TART ON ANY PUBLIC U I'ILI TY SYSTEM UN TIL WRIT TEN APPROVAL HAS BEEN RECEIVED
BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE
ENGINEER.
E PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY
OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION
AND ALL U I UPY CROSSINGS AND INFORM CEI ENGINEERING AND THE OW NER(DLVLIOPER OF ANY CONFLICT OR
REQUIRED DEVIATIONS FROM t HE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION. CEI EN GI N F EST NG AND ITS A IFAREA ARAB .. BE HELD HARMLESS IN THE DUE AT THAT THE
CONTRACTOR FAI LS TO MAKE SUCH YOU HCATI O N.
G. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS : ALL WATER LINE
RTRNGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31C. ALL WATER LINE PIPE BEDDING SHALL BE
I N PLATTED PER DETAIL 42A. ALL SANITARY SEW ER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42 B.
CITY APPROVAL AREA
PP ADS BACKFLOW ., .' P Y ,«.F
,L
PREVENTED RMB i y N "�
2" CARWAS \
H P i
METER (NEW) "{ t ,., "
:f§
IF
p N NV T� '? VTH �
L\ �A A
V ,A
F
'a
r \
R
::
VE
? Y, 30450 1 /]7 /]R ADS OMT NA Z
(AIR > " c" _ V CEI PROJECT NO. INITIAL DATE DPOR PM DES DE
Engineering Associates Inc.
"GLIE M
FH �
ENGINEERS - PLANNERS SURVEY[
,q� IAAP LANDSCAPE ARCHITEC TS
O
—EXISTING FIRE ENV
IRONMENTAL 5°TlEN il`
HYDRANT G4, Vr�'
..' A,
APPLICANT /DEVELOPER
SIIAN PARTRIDGE
SCHARAP9 CONSTRUCTION
2601 NELWOS1C BLVD. SIB- 413
FRISCO TEXAS Y6064
PH4 214 -888 -6923 (0)
PHIL 972 9G1 7861 (M)
S RARTRIDGCINSCHAFFERCONST. COM
REPRESENTATIVE
KAREN MITCHELL
MITCHFI L PLANNING GROUP, LLC
7823 NINE CAN F BRIDGE ROAD
FORT WORTH, TEXAS 76133
PHN 817 - 2374467 (0)
PHI{ 817- 7979134 (M)
KMITCH E LL@ M ITCH ELLPLANN I N GG ROUP.COM
3030 LEE Freeway, Suite 100
(972TOM 3737
TR/COUNTVSUSINESSINDUSTRk PARKUN /T 1A, lOT6, ROCK21
UTILITY PLAN
REV RA 7L SHEET NO
7 11711a - -- -oF 4
REV -0
I
AEFESPEO ISE, 521
FIX
Vicinity Map
Not to Scale
"F� P
,IF
APPI ICANT/F)FVFt OPFR
RUN( HEVlARK
POLL
SEE ANCIPIDEGURAL PLANS FOR EXPEL LOCAL IONS AND RIVERS OFF
OF PORNI£S, RAMPS, FEEL
� VULC SLOPED PAVING, BUILDING DTIJ ITY
RFPRFSFNTAT1VF
L ,% SL ANY PARTRIDGE KAREN MITCHELL
"
TFP
SCHAFTPR CONSTRUCTION MITCHFH L PLANNING GROUP, TC
I G
'F 2601 NELWODOK BLVD. SIL 413 78�3 NINE YEN F BRIDGE ROAD
PRISECO, I EXAS TE034 FORT WORTH, TEXAS 76135
N1
ALIT 214 888-6923 (0) PH# 817 2374467 (0)
PHLY 972-9bl-/8V (M) PHA 817-797 9134 (M)
0" SPARTRIDGEPt SCHAFFERCONAT CARS WWW MITCHELLPLEANNIFUGGROUP COM
A,
ow what's below.
Call before you dig.
LEGEND
PROPOSED
PROPERTY LINE /RIGHT OF WAY HAS
A*
N
0 20' 30, 40'
=m-
SCALE IN FEET
(SCALE.]. INCH = 20 FEET)
• FDC FIRE DEPARTMENT CONNECTION
I a :110] 9011 a 91
PROPERTY UNT/R[GHT OF WAY LINEH
GRADEBREAK
- XXX — CONTOUR ELEVATIONS
— — — — — — — STORM DRAIN
xx.xx SPOT ELEVATIONS
TC - TOP OF CURB
G - GUTTER
A PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND
CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO
CONSTRUCTION THE ENGINEER WILL BE HELD HARMLESS IN THE [VENT THE ENGINEER IS NOT PALI A OF DESIGN
CONFLICTS
-
B. ALL SLOPES AND AREAS DISTURBED By CONSTRUCTION SHAI L BE GRADED SMOOTH AND FE'OF TOPSOIL APPLIED. IF
ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED By THE
OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL
HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION1
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED
BATHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER I
C, T' HE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDLAOR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
REQUEST EXACT FIELD LOCATION OF UTILITIES.
D. UNLESS OTHERWISE SHOWN, CALLED CUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS. ALL STORM DRAIN
PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
STRUCTURES AND ENDS OF FLARED END SECTIONS.
CITY APPROVAL AREA
STORM DRAIN
VIS
GAS SERVICE
— X"SS—
SANITARY SEWER SERVICE
— UGE -
UNDERGROUND ELECTRIC SERVICE
UGE&T-
UNDERGROUND ELECTRIC AND TELEPHONE SERVICE
— UGT -
UNDERGROUND TELEPHONE SERVICE
— XVW —
WATER SERVICE
• FDC FIRE DEPARTMENT CONNECTION
I a :110] 9011 a 91
PROPERTY UNT/R[GHT OF WAY LINEH
GRADEBREAK
- XXX — CONTOUR ELEVATIONS
— — — — — — — STORM DRAIN
xx.xx SPOT ELEVATIONS
TC - TOP OF CURB
G - GUTTER
A PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND
CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO
CONSTRUCTION THE ENGINEER WILL BE HELD HARMLESS IN THE [VENT THE ENGINEER IS NOT PALI A OF DESIGN
CONFLICTS
-
B. ALL SLOPES AND AREAS DISTURBED By CONSTRUCTION SHAI L BE GRADED SMOOTH AND FE'OF TOPSOIL APPLIED. IF
ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED By THE
OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL
HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION1
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED
BATHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER I
C, T' HE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDLAOR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
REQUEST EXACT FIELD LOCATION OF UTILITIES.
D. UNLESS OTHERWISE SHOWN, CALLED CUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS. ALL STORM DRAIN
PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
STRUCTURES AND ENDS OF FLARED END SECTIONS.
CITY APPROVAL AREA
Vicinity Map
Not to Scale
�(1 tLP
IT
{ r
t.
Ny Y" S, U`4. T
•A� SHE
sr
x A
L.s. €y � 1
1P1' fi J( a
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- Xyiyi
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X AS, t U
12 t\
t
s t .. i
r4..,.,.
F
( r yti
R'
L
Xi.,
i�._ri (SEE PLANT LIST)
50A
,
LANDSCAPE REQUIREMENTS
33 TREES PROVIDED
SHADE TREES
tt L
i`
rW '
12
-,
B&B
rtt T
-
•0 'o cv x^rvr�
• �
;:
rt
,
2,378 SF OF LANDSCAPE REQUIRED
Y A
FEE
8
V
i
'.w4V
IN YJA / °w '
REQUIRED PARKING LANDSCAPE
v'4
(
ALL PARKING LOTS SHALL BE SCREENED FROM ALL
i
i
R°t\
'
L a \
TYP. B
DETAIL
�,
PLANTING STRIP
36
m
5gal
�P
30" LET
STRIP PROVIDED
23
A 15' LANDSCAPE STRIP SHALL BE PROVIDED WHEN
p
L r
r
I
i
e
49
{
Sgal
/
373 LF OF PERIMETER AREA /50= 8TREES
8'FREFS PROVIDED
} °,
PERIMETER LANDSCAPE AREAS SHALL CONTAIN AT
L
508
Vii
62
.,;.
3gal
A MINIMUM 20'WIDE LANDSCAPE BUFFER SHALL
313 LF OF RIGHT OF WAY /20= 19SHADE
19 SHADE TREES
r
BE PROVIDED ALONG ANY PUBLIC RIGHT OF -WAY.
TREES REQUIRED
PROVIDED
LANDSCAPE BUFFER
•
TREES SHALL BE PLANTED AT AN AVERAGE DENSITY
OF I SHADE TREE PER 20 LF
w
FFT
a'Y '%%%
,• {Y,
pA\
A:
f
Y
t ys
AAFA
G t
i
3
ILL Y
8, 1'v
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3
Vi
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ti t 34X
X AS, t U
SE,
A
,
F
t
v4C t ,
L
Xi.,
i�._ri (SEE PLANT LIST)
I'll 3
BOUNDARY LINE
AAFA
G t
i
3
Vi
/ `~z?S
-- RIGHT OF WAY LINE
X AS, t U
STORM DRAIN
A
,
F
BERMUDA GRASS SOD
v4C t ,
r"N TYPICAL PLANTING WITH QUANTITY AND KEY
E
t.
,i `
b,
IS
�G
0j
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<sA,
EF
Cl V; \\
� I
) E
I I
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ID ® c0
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/
i
Id
j
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i
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�XR,
N •
as
•
C9 X"A rsI � y' 14
y4 " }'
X
FEL
r
b
r
R.
o
BOUNDARY LINE
UNDERGROUND IRRIGATION SYSTEM.
PROVIDED
AREA
-- RIGHT OF WAY LINE
flA
STORM DRAIN
CONT
A MINIMUM O °20% OF THC TOTAL LAND ARE ^A
an
BERMUDA GRASS SOD
LANDSCAPE AREA
r"N TYPICAL PLANTING WITH QUANTITY AND KEY
4
i�._ri (SEE PLANT LIST)
50A
,
LANDSCAPE REQUIREMENTS
33 TREES PROVIDED
SHADE TREES
dF
i
rW '
12
w'
B&B
25 "Cal
-
•0 'o cv x^rvr�
• �
;:
FEE
w,p
2,378 SF OF LANDSCAPE REQUIRED
Y A
FEE
8
1 TREE SHALL. RE REQUIRED PER 400 SF OF
2,328 /400 =6 TREES REQUIRED
'.w4V
IN YJA / °w '
REQUIRED PARKING LANDSCAPE
(
ALL PARKING LOTS SHALL BE SCREENED FROM ALL
i
i
SCREENING PROVIDED
'
L a \
FEL
r
b
r
R.
o
BOUNDARY LINE
UNDERGROUND IRRIGATION SYSTEM.
PROVIDED
AREA
-- RIGHT OF WAY LINE
QTY
STORM DRAIN
CONT
A MINIMUM O °20% OF THC TOTAL LAND ARE ^A
40,552SF *20 %= 8,130SFOF
BERMUDA GRASS SOD
LANDSCAPE AREA
r"N TYPICAL PLANTING WITH QUANTITY AND KEY
LANDSCAPE AREA REQUIRED
i�._ri (SEE PLANT LIST)
50A
9 TREES SHALL BE PLANTED PER ACES OF GROSS
LANDSCAPE REQUIREMENTS
33 TREES PROVIDED
SHADE TREES
i
12
w'
B&B
25 "Cal
-
•0 'o cv x^rvr�
23,284 SF OF GROSS PARKING' 10%=
2,220 SF PROVIDED
BE LANDSCAPED
2,378 SF OF LANDSCAPE REQUIRED
Ell I r • ,
8
1 TREE SHALL. RE REQUIRED PER 400 SF OF
2,328 /400 =6 TREES REQUIRED
'.w4V
IN YJA / °w '
REQUIRED PARKING LANDSCAPE
(
ALL PARKING LOTS SHALL BE SCREENED FROM ALL
i
i
SCREENING PROVIDED
PARKING AREA
ABUTTING PROPERTIES WITH A MINIMUM S 'WIDE
TYP. B
DETAIL
LANDSCAPE
PLANTING STRIP
36
m
5gal
506
30" LET
STRIP PROVIDED
23
A 15' LANDSCAPE STRIP SHALL BE PROVIDED WHEN
5gal
506
I
i
e
49
LF- cophyllumtandlduar Thunder Gourd TM /TexxASSM,
Sgal
508
373 LF OF PERIMETER AREA /50= 8TREES
8'FREFS PROVIDED
10
PERIMETER LANDSCAPE AREAS SHALL CONTAIN AT
L
508
EF
62
.,;.
3gal
A MINIMUM 20'WIDE LANDSCAPE BUFFER SHALL
313 LF OF RIGHT OF WAY /20= 19SHADE
19 SHADE TREES
BE PROVIDED ALONG ANY PUBLIC RIGHT OF -WAY.
TREES REQUIRED
PROVIDED
LANDSCAPE BUFFER
•
TREES SHALL BE PLANTED AT AN AVERAGE DENSITY
OF I SHADE TREE PER 20 LF
w
FFT
!
'g
av
EA ,N
M
"
tNwM
C:S'
'
AN'sN
..
STF
VxfatT
t,,,�,NLP
,b OFF
LANDSCAPE NOTES
ow what's below.
Call before you dig.
LEGEND
PROPOSED
N
0 20' 30 40'
SCALE IN FEET
(SCALE. I INCH = 20 FEET)
NOT(
SEE KE` Un
TPCUaAIPANs ran t Wal9oNS AND DiMI N99Ns
of PONCIES eNN% VES ¢u L SLOPED PAVING au m LOG Vtl'JtY
ENTRANCE LOUT ONE AND PILCSC DVNDMG DIMENSIONS
ALL LANDSCAPE AREAS SHALL BE MAINTAINED WITH AN AUTOMATIC
BOUNDARY LINE
UNDERGROUND IRRIGATION SYSTEM.
PROVIDED
AREA
-- RIGHT OF WAY LINE
QTY
STORM DRAIN
CONT
A MINIMUM O °20% OF THC TOTAL LAND ARE ^A
40,552SF *20 %= 8,130SFOF
BERMUDA GRASS SOD
LANDSCAPE AREA
r"N TYPICAL PLANTING WITH QUANTITY AND KEY
LANDSCAPE AREA REQUIRED
i�._ri (SEE PLANT LIST)
50A
9 TREES SHALL BE PLANTED PER ACES OF GROSS
LANDSCAPE REQUIREMENTS
PLANT SCHEDULE
REQUIREMENT
REQUIRED
PROVIDED
AREA
TREES
QTY
(BOTANICAL NAME /COMMON NAME
CONT
A MINIMUM O °20% OF THC TOTAL LAND ARE ^A
40,552SF *20 %= 8,130SFOF
9,773 SP PROVIDED (24%)
LANDSCAPE AREA
SHALL BE LANDSCAPED
LANDSCAPE AREA REQUIRED
2.5 "Cal
50A
9 TREES SHALL BE PLANTED PER ACES OF GROSS
9TREES REQUIRED
33 TREES PROVIDED
SHADE TREES
i
12
LOT AREA
B&B
25 "Cal
50A
10 PERCENT OF THE GROSS PARKING AREA SHALL
23,284 SF OF GROSS PARKING' 10%=
2,220 SF PROVIDED
BE LANDSCAPED
2,378 SF OF LANDSCAPE REQUIRED
(11.6%)
8
1 TREE SHALL. RE REQUIRED PER 400 SF OF
2,328 /400 =6 TREES REQUIRED
6TREES PROVIDED
SOA
REQUIRED PARKING LANDSCAPE
(
ALL PARKING LOTS SHALL BE SCREENED FROM ALL
i
i
SCREENING PROVIDED
PARKING AREA
ABUTTING PROPERTIES WITH A MINIMUM S 'WIDE
SIZE
DETAIL
LANDSCAPE
PLANTING STRIP
36
Berbens th If nber gN Cri mean Pygmy/ Crimson Pygmy Barberry
5gal
506
30" LET
STRIP PROVIDED
23
A 15' LANDSCAPE STRIP SHALL BE PROVIDED WHEN
5gal
506
I
i
A PARKING AREA ABUTS A STREET RIGHT OF-WAY
49
LF- cophyllumtandlduar Thunder Gourd TM /TexxASSM,
Sgal
508
373 LF OF PERIMETER AREA /50= 8TREES
8'FREFS PROVIDED
10
PERIMETER LANDSCAPE AREAS SHALL CONTAIN AT
REQUIRED
508
LEAST ONE TREE PER 50 LF OF PERIMETER AREA
62
Strips, tenwAslma' Perry Tails / Mexican Feathergrass
3gal
A MINIMUM 20'WIDE LANDSCAPE BUFFER SHALL
313 LF OF RIGHT OF WAY /20= 19SHADE
19 SHADE TREES
BE PROVIDED ALONG ANY PUBLIC RIGHT OF -WAY.
TREES REQUIRED
PROVIDED
LANDSCAPE BUFFER
TREES SHALL BE PLANTED AT AN AVERAGE DENSITY
OF I SHADE TREE PER 20 LF
PLANT SCHEDULE
TREES
QTY
(BOTANICAL NAME /COMMON NAME
CONT
CAL
(SIZE DETAIL
L a OF 4
13
Matanus mePeana/ Mexican Sycamore
S & B
2.5 "Cal
50A
•
I I
i
12
Q AEus texana /Texas Red Oak
B&B
25 "Cal
50A
(
i
i
i
8
Taxodlum dlsdshum'Shawnee Brave TM /Bald Cypress
S &B
2,5 "Cal
SOA
(
i
i
SHRUBS
QTY
(BOTANICAL NAME /COMMON NAME
SIZE
DETAIL
I HEIGHT
I
36
Berbens th If nber gN Cri mean Pygmy/ Crimson Pygmy Barberry
5gal
506
30" LET
QLx�S
23
Junlperus honortalia PIuni Compacta'/ Creeping Junper
I
5gal
506
I
i
49
LF- cophyllumtandlduar Thunder Gourd TM /TexxASSM,
Sgal
508
30 LET
10
I Myna cerlfera'Don's Dwarf`/ Don's Dwarf Wax Myrtle
5 gal
508
62
Strips, tenwAslma' Perry Tails / Mexican Feathergrass
3gal
506
OWNER APPLICANT /DEVELOPER
PAR PARTNERS.I
WILLIAM T. DEMUTH
2300 WOLF ST., UNIT 126
DALLAS. TX 75201
SUMACS PARTRIDGE
SCHAFFER CONSTRUCTION
2601 NETWORK FLVD_ S'I'E_ 413
FRISCO, TX 75034
PH9 214888 -6923 (0)
PHx 972- 951 -7851 LD
SPARTRIDGEITSCHAFFERCONST. COM
ENGINEER
CEI LNGINDURING ASSOCIAC ES. INC
30301 HJ FREEWAY, SUITE 100
PAL LAS. TX 75234
DAVID I PION
PROJECT MANAGER
DTIPTONE"CHFNG. COM
PIT- (972)- 488 -3737
FAX# (972) 488 -6732
PRELIMINARY
NOT FOR
CONSTRUCTION
--
CITY APPROVAL AREA
Engineering Associates, Inc.
VGJNFFPC AS ANNFPS SIIPVFY(
3030 LSJ Freeway, Suite 190
(9]2)488 -3737
TRI COUNTY901 ESSINDUSTRW PARKUNIT 1A,10T6, &OX
YET V DA 7L
STFFI NO,
LANDSCAPE PLAN
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GENERAL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PROPOSED LANDSCAPING IS INSTALLED IN
ACCORDANCE WITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE) AND ALL LOCAL CODES AND
REQUIREMENTS.
2. CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIOR TO PROCEEDING
WITH WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO
BEGINNING ANY CONSTRUCTION.
3. QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY. CONTRACTOR IS RESPONSIBLE
FOR VERIFICATION OF ALL PLANT AND LANDSCAPE MATERIAL QUANTITIES. SYMBOL COUNT ON PLAN
TAKES PRECEDENCE OVER TABLE QUANTITIES.
4. IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S REPRESENTATIVE AND /OR THE
LANDSCAPE ARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANT MATERIAL FROM COMMERCIAL
NURSERIES. THE OWNER'S REPRESENTATIVE AND /OR LANDSCAPE ARCHITECT WILL PROVIDE
ALTERNATE PLANT MATERIAL SELECTIONS IF UNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOT
ALTER THE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER.
5. ALL PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1.
6. CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT
SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.
7. ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE THE WRITTEN
APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER.
8. THE OWNER'S REPRESENTATIVE AND /OR LANDSCAPE ARCHITECT RESERVE THE RIGHTTO REFUSE ANY
MATERIAL THEY DEEM UNACCEPTABLE.
9. COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE TREATMENTS OUTSIDE LANDSCAPE
IMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATION FOR EROSION CONTROL.
10. IF REQUIRED, CONTRACTOR TO ENSURE THAT AN AUTOMATED IRRIGATION SYSTEM THAT PROVIDES
COMPLETE COVERAGE OF THE SITE IS INSTALLED PRIOR TO INSTALLING TREES /PALMS (SEE IRRIGATION
PLAN SHEET IF PROVIDED). IF NO PLAN IS PROVIDED THE CONTRACTOR SHALL SUBMIT PROPOSED
DESIGN TO THE LANDSCAPE ARCHITECT /ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THE
PROPOSED DESIGN MUST HAVE AN APPROVED BACKFLOW DEVICE AND RAIN SENSOR INSTALLED TO
STOP IRRIGATION DURING RAIN EVENTS. CONTRACTOR SHALL ENSURE THAT THERE IS POSITIVE
DRAINAGE AND NO PONDING OF WATER AT ROOT AREA.
11. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES
OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL
PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED /SODDED,
FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
ALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE IS
RE- ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE
PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
12. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE
WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST
AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT
TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO
REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS
AS A RESULT OF THE CONSTRUCTION AT NO COST TO THE OWNER.
11 WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED.
14. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE
FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
15. IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN,
AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE.
16. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING
IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.
17. ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL BE SOWN WITH GRASS SEED MIX
OF 45% YUKON BERMUDA GRASS, 45% MAJESTIC BERMUDA GRASS, 10% CENTIPEDE BY WEIGHT @
3LBS / 1000 SF.
18. SEEDING ON SLOPES: HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEE LEGEND FOR
SPECIFIC GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER BED PREPARATION.
HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS. /ACRE,
WITH A MAXIMUM OF 50 LBS. /100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2 - 2
HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH NEW
MIXTURE. ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH EROSION CONTROL BLANKET AS
SHOWN IN THE EROSION CONTROL BLANKET DETAIL. SEE SPECIFICATIONS FOR SEED ESTABLISHMENT
REQUIREMENTS,
19. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED /IRRIGATED TO KEEP
MOIST UNTIL PLANTED.
PLAN
8" 2 -PLY RUBBER HOSE
WHITE FLAGGING (TYP.)
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2 -PLY RUBBER HOSE
PAINTED FLUORESCENT ORANGE
TREE WRAP
4 INCHES MULCH
4 INCH DEEP SAUCER
8' STEEL TEE POST- 3 REQUIRED AT 120'
BACKFILL MIX
UNDISTURBED SUBSOIL
REMOVE BURLAP & ROPE FROM
TOP 1/3 OF THE BALL
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
TREE PLANTING
50A
N.T.S.
PLANTING NOTES
1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL DELETERIOUS
MATERIALS SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC. SHALL BE
REMOVED PRIOR TO ANY FILL OPERATIONS. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL. SOIL SHALL BE
FREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. THE TOP SIX INCHES OF FILL
MATERIAL STRIPPED FROM SITE MAY BE UTILIZED FOR PLANTER OR TOPSOIL FILL IF PRIOR APPROVAL HAS BEEN
OBTAINED FROM THE OWNER'S REPRESENTATIVE AND /OR LANDSCAPE ARCHITECT.
2. FINISH GRADE OF LANDSCAPE AREAS (TOP OF TURF AND MULCH) MUST BE GRADED TO 11/2" BELOW ADJACENT
PAVEMENT SURFACES.
3. LOCATE SHRUBS A DISTANCE OF HALF OF THEIR AVERAGE MATURE SPREAD AWAY FROM WALKS, STRUCTURES,
CONCRETE PADS, ETC. LOCATE GROUND COVER PLANTINGS A MINIMUM OF 2' FROM WALKS, STRUCTURES,
CONCRETE PADS, ETC.
4. ALL LAWN AREAS NOT OTHERWISE BORDERED BY WALKS, OR OTHER STRUCTURES, SHALL HAVE MANUFACTURED
EDGING AS REQUIRED.
5. TREES PLANTED ADJACENT TO PUBLIC ROADS AND PEDESTRIAN SIDEWALKS SHALL BE PRUNED SUFFICIENTLY TO
AVOID VISUAL BLOCKS TO INTERSECTING VEHICULAR ACCESS OR INTERFERENCE WITH PEDESTRIAN WALKWAYS.
TREES WITH A 4" OR LARGER CALIPER SHALL BE PRUNED UP TO 6-0" ABOVE PAVEMENTS.
6. ALL TREES WITHIN 4' OF PAVED SURFACES (SUCH AS CURBS, WALLS, BUILDINGS AND SIDEWALKS) SHALL BE PROVIDED
WITH A DEEP ROOT BARRIER CONTROL DEVICE OR EQUAL. INSTALL PER MFR'S SPECIFICATIONS.
7. TOPSOIL DEPTH SHALL BE AS FOLLOWS
PLANTER BEDS - 12" MINIMUM
GRASS /SOD AREAS - 4" MINIMUM (AFTER COMPACTION)
8. BACKFILL ALL TREES, SHRUBS, GROUNDCOVER WITH A MIXTURE OF 2 PARTS NATIVE SOIL AND 1 PART SOIL
CONDITIONING WITH WOOD MULCH.
9. THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLE PRIOR TO PLANTING. IF HOLES DO NOT DRAIN
PROPERLY, EXCAVATE FURTHER UNTIL IMPERMEABLE LAYER IS BREACHED. EXCAVATED PLANT PITS SHALL HAVE
POSITIVE DRAINAGE. PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL DRAIN WITHIN 1 HOUR OF FILLING.
ENSURE THAT ALL PLANT PITS HAVE POSITIVE DRAINAGE.
10, ALL PLANTING BEDS SHALL BE TREATED WITH A PRE - EMERGENT HERBICIDE. PRE - EMERGENT HERBICIDE SHALL BE
APPLIED PER MANUFACTURE'S RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TO
INSTALLATION OF PLANT MATERIALS AND MULCH.
11. FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER BRAND'S SPECIFIED
APPLICATION RATES.
12. ALL PLANTING BED SOILS SHALL BE AMENDED WITH 2" OF ORGANIC COMPOST
13. ALL TREES AND SHRUBS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL.
14. ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIOR TO PREVENT GIRDLING OF THE TREE. REMOVE WIRE,
TWINE, AND BURLAP FROM THE TOP HALF OF ALL B &B PLANT MATERIAL,
15. IF A NON - BIODEGRADABLE MATERIAL IS USED AROUND THE BALL, IT SHALL BE COMPLETELY REMOVED PRIOR TO
BACKFILLING.
16. PRIOR TO INSTALLATION, THE ROOTS OF CONTAINER GROWN STOCK SHALL BE SEPARATED OR SPLIT TO ENSURE
PROPER ROOT DEVELOPMENT.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND
PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
18, ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL
COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME
SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. TREES & SHRUBS SHALL BE PLANTED AS
SOON AS POSSIBLE AFTER DELIVERY.
19. ALL TREES MUST BE STRAIGHT- TRUNKED, FULL - HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
20. ALL TREES MUST BE STAKED AS SHOWN IN THE DETAILS.
21, NO SUBSTITUTIONS OR ALTERNATIVES WILL BE ALLOWED FOR GROUND SURFACE MATERIALS UNLESS
APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT OR OWNER.
22. MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND ALL UTILITIES UNLESS OTHERWISE
SPECIFIED.
23. A FOUR INCH (4 ") TOP DRESSING /MULCHING OF SHREDDED HARDWOOD MULCH SHALL BE PLACED IN ALL PLANT
BEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL HAVE TOP DRESSING TO THE OUTSIDE EDGE OF THE
MANUFACTURED EDGING OR LANDSCAPE ISLAND. (SEE PLANTING DETAILS) TOP DRESSING CAN BE WOOD MULCH,
ROCK, OR ANY OTHER DECORATIVE MATERIAL SPECIFIED ON PLANS. SEE LANDSCAPE PLAN FOR TYPE.
24. THE FOLLOWING PLANTING SEASONS ARE RECOMMENDED:
EVERGREEN SHRUBBERY NOV -MAR
DECIDUOUS SHRUBBERY & TREES NOV -MAR
EVERGREEN TREES NOV -MAR
WEED MAT (ONLY IF SHRUB IS
WITHIN A PLANTING BED) p
m
a
4 INCHES MULCH (SEE
LANDSCAPE NOTES FOR
TYPE OF MULCH)
IF SHRUB IS B & B, THEN
o� REMOVE BURLAP & ROPE
FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
SHRUB PLANTING
50B
N.T.S.
SOLID SOD NOTES
1. ADJUST FINE GRADE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP
AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY
STAND.
2. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 11/2" BELOW FINAL FINISH GRADE.
CONTRACTOR TO COORDINATE OPERATIONS WITH ON -SITE CONSTRUCTION MANAGER.
3. CONTRACTOR TO COORDINATE WITH ON -SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL.
4. IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION KNOWN AS BOTTOM LAND SOIL; FREE FROM
LUMPS, CLAY TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES; CONTAINING NO SALT AND BE BLACK TO
BROWN IN COLOR.
5. ALL LAWN AREAS TO BE FINE GRADED, SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S REPRESENTATIVE OR
LANDSCAPE ARCHITECT PRIOR TO SOD INSTALLATION.
6. ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, CONSTRUCTION WASTE, ETC. SHALL
BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION.
7. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS
JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS.
8. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS.
9. FERTILIZE ALL SOD AT THE TIME OF PLANTING WITH ATIME RELEASE FERTILIZER PER BRAND'S SPECIFIED APPLICATION
RATES.
10. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES.
11. IF SOD IS INSTALLED ON SLOPES OF 3:1 OR GREATER. SOD SHALL BE STAKED TO AVOID SLIPPING OR SLIDING APART.
STAKING OR STAPLES SHALL BE INSTALLED FLUSH AS TO NOT CREATE A MAINTENANCE ISSUE WITH CARE EQUIPMENT.
12. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED
TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS
IN VIGOROUS, HEALTHY CONDITIONS.
13. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT
FROM LOCAL SUPPLY IF NECESSARY.
14. IF INSTALLATION OCCURS BETWEEN NOVEMBER AND MARCH ALL SOD AREAS TO BE OVER- SEEDED WITH GULF ANNUAL
RYEGRASS.
PLANT GUARANTEE, REPLACEMENT AND MAINTENANCE
A. GUARANTEE:
ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY LANDSCAPE ARCHITECT AND /OR OWNER. THE CONTRACTOR
SHALL ASSUME MAINTENANCE RESPONSIBILITIES UNTIL FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE
WATERING, WEEDING, RESEEDING AND OTHER OPERATIONS NECESSARY TO KEEP ALL LAWN AREAS IN A THRIVING
CONDITION. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES. AFTER LAWN
AREAS HAVE GERIMINATED, AREAS WHICH FAIL TO SHOW A UNIFORM STAND OF GRASS FOR ANY REASON
WHATSOEVER SHALL BE RE- SEEDED REPEATEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND OF
GRASS. MINIMUM ACCEPTANCE OF SEEDED LAWN AREAS MAY INCLUDE SCATTERED BARE SPOTS, NONE OF WHICH
ARE LARGER THAN 1 SQUARE FOOT, AND WHEN COMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA.
B. REPLACEMENT:
ANY PLANT UNDER THIS SPEC WHICH IS DEAD, MISSING, UNHEALTHY, OR OTHERWISE NOT
ACCEPTABLE AND NOT IN SATISFACTORY GROWING CONDITION DURING CONSTRUCTION
MAINTENANCE PERIOD, OR AT THE END OF THE GUARANTEE PERIOD, SHALL BE REMOVED FROM SITE AND
REPLACED WITH SUITABLE, ACCEPTABLE PLANT AS SPECIFIED, WITHIN FIVE (5) DAYS.
C. MAINTENANCE:
GENERAL CONTRACTOR SHALL PROVIDE ONE YEAR OF LANDSCAPE MAINTENANCE, FROM THE TIME THE
PROJECT RECEIVES THE CERTIFICATE OF OCCUPANCY AND THERE AFTER, FOR ALL NEW LANDSCAPE. IF
EXISTING LANDSCAPE EXISTS ON -SITE, GENERAL CONTRACTOR IS TO PROVIDE THE OPTION OF
MAINTENANCE FOR THE OWNER'S REVIEW.
HERBICIDES NOTES
1. APPLICATION OF HERBICIDES SHALL BE IN COMPLIANCE WITH STATE PESTICIDES REGULATIONS. IT IS THE
RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONSULT WITH THE REGULATORY AGENCIES FOR LOCAL
HERBICIDES APPLICATION REQUIREMENTS.
2. IF THERE IS A DISCREPANCY BETWEEN STATE REGULATIONS AND ADDITIONAL REQUIREMENTS BELOW, MOST
STRINGENT SHALL RULE
4. CARCINOGENS AND EPA TOXIC CATEGORY I AND II ARE PROHIBITED TO USE ON SITE.
MULCH TOP SODDED AREA MULCH TOP STEPPING STONE BED
DRESSING DRESSING
m F�->00� Rz
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1 =111 I1 =11 1 =1 11 111- COMPACTED SAND
o -1 I I -III III- m 0 1 I1 =1 I I- \ \-
-III -I� FINISH GRADE N Q -III 11= SUB BASE.
°' !111111 1 m v )IIIIII III POLYPROPYLENE MATERIAL
1 =III I POLYPROPYLENE MATERIAL ,1 =1) (1= WEED BARRIER.
=III II III, WEED BARRIER. =III III 111
FINISH GRADE
III
IF NATURAL STEEL EDGING. NO III =III= NATURAL STEEL EDGING. NO
III =.
I) =111 PAINTED EDGING SHALL BE II -III PAINTED EDGING SHALL BE USED.
J =11 1= USED. J =11 II-
=111111 III 1 STEEL STAKE DRIVEN FROM - IIII�I IIII STEEL STAKE DRIVEN FROM MULCH
I11 (III) MULCH SIDE OF EDGING WITH 111 Ijl_ SIDE OF EDGING WITH TOP OF STAKE
i1 -11 -I TOP OF STAKE BELOW TOP OF 11=1 BELOW TOP OF HEADER.
=Ill i 111 HEADER. =III III
SODDED AREA W /MULCH ROCK BED AREA W /MULCH
STEEL EDGING
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WALL PACK (TYP)
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16- 1"
- - - --------------------------------------
SECURITY CAMERA, TYP
CS-1
15' -9"
SS-1
4
3" 12' -7" �2'- 3"
/I
EMERGENCY EGRESS LIGHT
ELEVATION - FRONT FACING EAST
3/1611 11-011
20 GA. PREFINISHED
METAL PARAPET CAP
09L T.O. PARAPET FRAMING
21' -8"
T.O.PARAPET FRAMING. ------
"18'- 8..
EMERGENCY
EGRESS LIGHT
EMERGENCY -
EGRESS LIGHT
T.O. FINISH
0"
ELEVATION - RIGHT SIDE FACING NORTHEA
3/1611 = 11-011
4' -0"
CO2 CAGE
T
LEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 238.95 SF
LEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 238.!
REA OF WINDOWS AND GLASS DOORS: 0.00 SF
LEVATION C-1 AREA: 238.95 SF
LEVATION PARAPET CAP: 11' -0" LF
�2'- 3" 12' -7"
O� ZI
6" WHITE VINYL STREET ADDRESS
NORTHEAST ELEVATION BEYOND
20 GA. PREFINISHED
METAL PARAPET CAP
3
15' -1"
- ---- - - ----------------------------------
20 GA. PREFINISHED
—METAL PARAPET CAP
CS-1
MATERIAL CALCULATIONS
CS-1: 1,337.44 S.F.
METALS: 30.30 S.F.
N-2: 80.75 S.F.
ST-1: 3.37 S.F.
STOREFRONT: 461.40 S.F.
SS-1: 211.49
20' -9"
DASHED LINES INDICATES RTU'S
BEYOND TO BE SCREENED ON ALL
SIDES BY PARPAPET WALLS
LINE OF ROOF
BEYOND
T.O.PARAPET FRAMING
21' -8"
T.O. PARAPET FRAMING.
18
WALL PACK (TYP)
CO2 STORAGE
ELEVATION - REAR FACING NORTH
3/1611 =1' -0"
SOUTHWEST ELEVATION BEYOND
LEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1,254.98 S.F.
LEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1254.!
REA OF WINDOWS AND GLASS DOORS: 0.00 SF
'LEVATION C-1 AREA: 1,254.98 S.F.
'LEVATION PARAPET CAP: 63'-9" LF
ELEVATION - REAR FACING WEST
3/1611 =1' -0"
2
EXTERIOR MATERIALS SCHEDULE
---
MATERIAL
- — - ------
MANUF.-COLOR
MR-1
MEMBRANE ROOFING
DUROLAST - WHITE
CS-1
CHOPPED STONE
EL DORADO STONE - ASHLAR PATTERN
N-2
NICHIHA VINTAGEWOOD
NICHIHA - VINTAGEWOOD "CEDAR"
P-3
EXTERIOR HM DOORS, FRAMES, TRASH ENCLOSURE
SHERWIN WILLIAMS - SEAL SKIN SW 7675
GATE, GRAVEL GUARDS, AND LIGHT POLES
P-6
EXTERIOR BOLLARDS
SHERWIN WILLIAMS - SEAL SKIN SW 7675
--------- - ---- - - —
S-1
— ---- — ------------
ALUMINUM STOREFRONT GLAZING, CAP
— ---------- - — ------------
DARK BRONZE
FLASHING, DOWNSPOUTS & SCUPPERS
-------------- ------------ —
ST-1
- ------ - -------- - -------- ------- — -------------------- — ---------------------------- - ----- --------------------------------------------- -
STUCCO
- ----------------
SHERWIN WILLIAMS - BALANCED BEIGE SW 7037
SS-1
STANDING SEAM ROOF
BERRIDGE ZINC-COTE
BEYOND
PROPANE STORAGE
BEYOND
SPECIAL USE PERMIT NOTES:
• BUILDING DESIGN CATEGORY: COMMERCIAL
• TOTAL BUILDING FACADE AREA WITH WINDOWS AND
DOORS: 4,335.06 SF
;H FLOOR rik
0" 14Ip)
LEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1844.95 SF
LEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1297J
REA OF WINDOWS AND GLASS DOORS: 547.07 SF
LEVATION C-1 AREA: 1844.95 SF
LEVATION PARAPET CAP: 90'-7" LF
------------
C-1
CHOPPED STONE
EL DORADO STONE
ASHLAR PATTERN
CS-1
20 GA. PREFINISHED
METAL PARAPET CAP
DASHED LINES INDICATES RTS�
U
BEYOND TO BE SCREENED ON ALL
SIDES BY PARPAPET WALLS
LINE OF ROOF
BEYOND
WALL PACK (TYP),
REF ELECTRICAL
CS-1
Him
4' -0"
PARAPET BEYOND
N-2
NICHIHA VINTAGEWOOD
CEDAR
T.O. PARAPET FRAMING (-Jk
21' -8" 111111�)
T.O.PARAPET FRAM
18
EMERGENCY
EGRESS LIGHT
LEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 1,264.74 S.F.
LEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 1264.'
REA OF WINDOWS AND GLASS DOORS: 0.00 SF
�LEVATION C-1 AREA: 1,264.74 S.F.
.LEVATION PARAPET CAP: 63'-9" LF
- - - ------------------------------ ----- - ---------------------- - ----- -----------------------------------------------------------------------------------------------------
T.O.PARAPET FRAMING
21' -8"
C?
T.O.PARAPET FRAMING. (-Jk
IIIIIII-)
18' -8"
EMERGENCY
EGRESS LIGHT
—
T.O. FINISH FLOOR
on
MATERIAL CALCULATIONS
CS-1: 215.26 S.F.
METALS: 4.11 S.F.
N-2: 20.19 S.F.
ST-1: .87 S.F.
SS-1: 7.00 S.F.
:LEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 238.95 SF
!LEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 238.
REA OF WINDOWS AND DOORS: 0.00 SF
:LEVATION C-1 AREA: 238.95 SF
:LEVATION PARAPET CAP: 11' -0" LF
ELEVATION LEFT SIDE FACING SOUTHWEST
3/16" = V-011
bates
106 N 37TH STREET, SUITE C
ROGERS, ARKANSAS 72756
WWW.BATESARCHITECTS.COM
TEL: 479.633.8165
Copyright 2018 Bates & Associates, Architects
Drawings and Specifications as instruments of service are and shall
E remain the property of the Architect. They are not to be used on other
projects or extensions to this project except by agreement in writing and
with appropriate compensation to the Architect.
Contractor is responsible for confirming and correlating dimensions at
job site; the Architect will not be responsible for construction means,
methods, techniques, sequences or procedures, or for safety precautions
and programs in connection with the project.
STORE #:
38487
CONSTRUCTION MANAGER
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE 413
FRISCO, TX 75034
TENANT
7-ELEVEN INC.
3200 HACKBERRY ROAD, IRVING, TX 75063
PROTO:08/21/2017
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07/25/2018
Architect Name - RYAN FAUST
Architect Number - 25444
THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH
THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER
DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED
FOR ANY PART OR PARTS OF THE PROJECT.
-----------------------------------------------------------------------------------------------------------------------
REVISIONS
NO. DATE DESCRIPTION
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R0.02 EXTERIOR MATERIALS SCHEDULE
NO.
(NOT ALL
MATERIALS IN SCHEDULE ARE USED)
MATERIAL
MANUFACTURER
COLOR
PREFINISHED
AWNING
BRONZE BAKED ENAMEL
C -1
ALUMINUM CANOPY
WORKS/THOMPS
ON AWNING
CS -1
CHOPPED STONE
ELDORADO
ASHLAR PATTERN
STONE
MR -1
MEMBRANE ROOFING
DUROLAST
WHITE
EXTERIOR HM DOORS,
SHERWIN
SEAL SKIN SW 7675
FRAMES, TRASH
WILLIAMS
P -3
ENCLOSURE GATE,
GRAVEL GUARDS, AND
LIGHT POLES
P 6
EXTERIOR BOLLARDS
SHERWIN
SEAL SKIN SW 7675
WILLIAMS
ALUMINUM
KAWNEER /DURO-
DARK BRONZE
STOREFRONT
LAST
S -1
GLAZING, CAP
FLASHING
ST -1
PAINTED STUCCO
SHERWIN
BALANCED BEIGE SW 7037
WILLIAMS
ELASTOMERIC
STUC -O -FLEX
MATCH AESTHETIC WHITE SW 7035
ACRYLIC
ST -3
FINISH /RUBBER
STUCCO FINISH
3PECIAL USE PERMT NOTES:
BULDING DESIGN CATEGORY: COMMERCIAL
TOTAL BUILDING FACADE AREA WITH WINDOWS AND GLASS DOORS: 2068.88 SF
CS -1
CHOPPED STONE
EL DORADO STONE
ASHLAR PATTERN
�r 7"
MATERIAL CALCULATIONS
• CS -1: 53.47 S.F.
• ST -1: 23.50 S.F.
• ST -3: 39.63 S.F.
• METAL FASCIA: 27.90 S.F.
FUEL CANOPY ELEVATION - LEFT SIDE FACING SOUTH
MATERIAL CALCULATIONS
• CS -1: 210.04 S.F.
7 FUEL CANOPY ELEVATION - REAR FACING WEST ST -1: 137.00 S.F.
• ST -3: 152.00 S.F.
80.02, 1 /8" = 11-0LD METAL FASCIA: 256.02 S.F.
MATERIAL CALCULATIONS
• CS -1: 210.04 S.F.
5 FUEL CANOPY ELEVATION - FRONT FACING EAST ST -1: 137.00 S.F.
R0.02 1/8" = 11-0" METAL 202.39 S.F.
METAL FASCIA: 205.68 S.F.
BACK SIDE FACING SOUTHWEST
1/411 = 11 -011
CW1
MATERIAL CALCULATIONS
• CS -1: 638.21 S.F.
• METALS: 30.53 S.F.
• ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 653.00 S.F.
• ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 653.00 S.F.
• AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
• ELEVATION C -1 AREA: 653.00 S.F.
• ELEVATION PARAPET CAP: 42' -0" LF
CW2
42' -0"
12' 8" 17'- 4" 12'- 0"
j4T.O.M. __ ------------------------------- -- - -- _ -- - -
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MATERIAL CALCULATIONS
• CS -1: 659.97 S.F.
• METALS: 14.56 S.F.
• ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 676.11 S.F.
• ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 676.11 S.F.
• AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
• ELEVATION C -1 AREA: 676.11 S.F.
• ELEVATION PARAPET CAP: 42' -0" LF
0
3
COMMERC
SCUPPER
(TYP) STW
WALL AT T
WALL PACI
48 "x84" EQ!
SECURITY
METAL FR/
MATERIAL CALCULATIONS
• CS -1: 245.03 S.F.
• METALS: 32.05 S.F.
EXIT SIDE FACING SOUTHEAST
1/4" = 1' -0"
CWB
1' -6 4' -0"
4' -6"
RCIAL GRADE
SS SCUPPER &
'OUT (TYP) STRAP
'OUT TO WALL AT
BOTTOM
kCK (TYP)
NCE ELECTRICAL
QUIPMENT ROOM
FY DOOR W /HOLLO
'RAMS
• ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 376.02 S.F.
• ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 376.02 S.F.
• AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
• ELEVATION C -1 AREA: 376.02 S.F.
• ELEVATION PARAPET CAP: 23' -4" LF
23' -4"
10' -0"
3' -4"
CWA
MATERIAL CALCULATIONS
• CS -1: 224.80 S.F.
• METALS: 39.23 S.F.
• ELEVATION FACADE AREA INCLUDING WINDOWS AND DOORS: 363.75 S.F.
• ELEVATION FACADE AREA EXCLUDING WINDOWS AND GLASS DOORS: 363.75 S.F.
• AREA OF WINDOWS AND GLASS DOORS: 0.00 SF
• ELEVATION C -1 AREA: 363.75 S.F.
• ELEVATION PARAPET CAP: 23' -4" LF
M �
2
1
bates
Copyright 2018 Bates & Associates, Architects
Drawings and Specifications as instruments of service are and shall remain
the property of the Architect. They are not to be used on other projects or
extensions to this project except by agreement in writing and with
appropriate compensation to the Architect.
Contractor is responsible for confirming and correlating dimensions at job
site; the Architect will not be responsible for construction means,
methods, techniques, sequences or procedures, or for safety precautions
and programs in connection with the project.
STORE #:
38487
CONSTRUCTION MANAGER
SCHAFFER CONSTRUCTION
2601 NETWORK BLVD., SUITE 413
FRISCO, TX 75034
TENANT
7- ELEVEN INC.
3200 HACKBERRY ROAD
IRVING, TX 75063
D PROTO: 08/21/2017
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07/25/2018
Architect Name - RYAN M FAUST
Architect Number - AR97905
THE SEALAND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH
THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER
DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED
FOR ANY PART OR PARTS OF THE PROJECT.
REVISIONS
NO. DATE DESCRIPTION
A PROJECT NUMBER:
18046
RELEASE DATE: 07/25/2018
REVIEW BOARD ELEVATIONS
ROO,02