Old Town Phase 3-PN221221COVER SHEET
105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET
C1NOVEMBER 2022Grading and UtilitiesTITLESHEET NOINDEX TO DRAWINGSLOCATION MAPN.T.S. MIXED USEENGINEER:Contact Person: Mike Glenn, P.E.(972) 717-5151Irving, Texas 750384500 Fuller Drive, Suite 220Glenn Engineering CorporationforOLD TOWN ADDITIONThe City of Coppell, TexasC1COVER SHEETC2 PLATC3PLATA005DETAIL SITE PLANC4PAVING AND GRADING PLANC5UTILITY PLANC6CITY WATER DETAILSC7CITY PAVING DETAILSL1.01LANDSCAPE PLANTING PLANL1.02LANDSCAPE DETAILSL2.01IRRIGATION PLANL2.02IRRIGATION DETAILSLOT 4R, BLOCK DARCHITECT:Contact Person: William Peck AIA(972) 221-1424Lewisville, Texas 75057105 West Main StreetWilliam Peck & Assoc., Inc.SITE767 West Main StreetDEVELOPER:8/29/22(817) 939-3379Coppell, Texas 75019767 West Main StreetDiana Ahmad111/8/22CITY COMMENTS11/20/222CITY COMMENTS
PLAT-SHEET 1
105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET
C28/29/22111/8/22CITY COMMENTS
PLAT-SHEET 2
105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET
C38/29/22111/8/22CITY COMMENTS
SHEET 5 OF 56
A-005DETAILED SITE PLANSheet Number:
Scale:
Drawn:
Job:
REVISIONSThese plans are intended to provide the basic construction information necessary tosubstantially complete this structure. These construction documents must be verified andchecked by the builder or person in authority of this project. Any discrepancy, error, and/or omissions, if any, are to be brought to the attention of the Designer prior to anyconstruction or purchases being made. It is recommended that the owner or builder obtaincomplete engineering services for: foundation, HVAC, and structural, prior to constructionof any kind. NOTE: All Federal, state, and Local codes, ordinances, and restrictions takeprecedence over any part of these construction documents which may conflict with same,and must be strictly obeyed and followed before and during construction.THESE CONSTRUCTION DOCUMENTS AND THERE USE, ARE THE PROPERTY OFWILLIAM PECK & ASSOCIATES, INC. AND ARE NOT TO BE TRACED, REUSED ORREPRODUCED IN ANY WAY, BY ANY MEANS, WITHOUT THE EXPRESSEDWRITTEN PERMISSION OF WILLIAM PECK & ASSOCIATES, INC.. ALL RIGHTSRESERVEDISSUE DATE:WILLIAM PECK &A S S O C I A T E S I N C.A R C H I T E C T SLewisville, Tx 972) 221-1424MIXED-USE767 WEST MAIN STREETCOPPELL, TEXAS 75019REF. PLAN
M.W.
2022-08-08 FOR P&Z REVIEW
22-172-001
2022-08-26 FOR PERMIT
2022-08-26
2022-08-26
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111213UP22R(0'-7 5/8")21R(0'-11")1
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111213UP22R(0'-7 5/8")21R(0'-11")N 12'-1 1/2"3'-0"4'-0"3'-0"10'-0"15'-0"19'-0"11'-0"5'-0"5'-0"5'-0"
8'-8"9'-0"3'-0"20'-6"2'-10"9'-0"9'-0"9'-0"2'-10"20'-6"3'-0"9'-0"8'-8"
37'-2 3/8"9'-0"22'-2 1/8"9'-0"21'-11"9'-0"6'-8 1/2"10'-0"18'-0"24'-0"COMMON ACCESS AND DRAINAGE EASEMENT4'-0"5'-6"7'-0"TRAFFIC
RATED BOX
FDC
5' UTILITY
EASEMENT
EXISTING FIRE
HYDRANT
WATER
EASEMENT
FDC
EXISTING LIGHT POLE EXISTING LIGHT POLEEXISTING LIGHT POLE
NEW CONCRETE PAVING
VAULT
FDC
8,550 SQ.FT. (0.196 ACRES)
EXISTING
BUILDING
RETAIL
20 PARKING SPACES
OR
10 DOUBLE PARKING SPACES
LOT R3
BLOCK D
GRASS
PAVERS
GRASS
PAVERS
COMMON AREA LOT 17R-X
ALLEY
S 01˚47' 53" E 89.89'N 88˚12' 07" E 95.00'N 01˚47' 53" W 90.00'N 88˚12' 07" E 95.00'S 88˚12' 07" W 95.00'S 01˚47' 53" E 90.00'
WEST MAIN
STREET
FIRE
RISER
ROOM
2-CAR
GARAGE
2-CAR
GARAGE
FRONT PORCH
RESIDENTIAL
ENTRY
LOT R4
BLOCK D
RETAIL/
RESTAURANT
LOT R2
BLOCK D
N 01˚47' 53" W 80.00'
S 01˚47' 53" E 80.00'
N 01˚47' 53" E 115.00'
S 01˚47' 53" E 115.00'
W
RETAIL RESIDENTIAL
ENTRY
10,925 SQ.FT. (0.251 ACRES)123456789101112131415UPCustom Text
NEW LANDSCAPING
1 PARKING
SPACE
3 PARKING
SPACES
NEW SIDEWALKNEW SIDEWALK
NEW SIDEWALKNEW
LANDSCAPINGPROPOSED LOCATION OF A/C COMP.NEW SIDEWALK3 PARKING
SPACES
1 PARKING
SPACE
NEW LANDSCAPING
LADDER
TO ROOF ABOVE
NEW SIDEWALK
NEW
LANDSCAPING
NEW
LANDSCAPING
NEW
LANDSCAPING
9 PARKING
SPACES
NEW SIDEWALK
2 RESIDENCE
PARKING
SPACE
2 RESIDENCE
PARKING
SPACE
TYPE AREA FACTOR REQUIR ED
PROVIDED
ON-SITE
PROVIDED
ON-STREET
SHARED
TOTAL
PR OVIDED
R ESIDENTIA L 99
TOWNHOUSE PH I - IV }+ George Unit 96 UNITS 2.5 240 2 12 22 234
RETAIL R3, APARTMENT 1 2.5 3 4 4
RETAIL
RETAIL R1 (Tangerine Salon)5039 200 25 2 13 15
RETAIL R3 2577 200 13 5 8 13
RETAIL R4 313 4 200 16 5 9 14
COTTAGE 11 (f or mer Frost Cupcakery)3826 200 19 2 3 5
COTTAGE 13 (Remainder Retail )964 200 5
SERVICE S1 2288 200 11 6 7 13
OFFICE SERVICE 25301
COTTAGE 05 143 0 300 5 2 0 2
COTTAGE 06 18 5 7 300 6 2 0 2
COTTAGE 09 15 65 300 5 3 4 7
COTTAGE 10 1606 300 5 2 4 6
COTTAGE 12 2848 300 9 2 5 7
COTTAGE 14 (Pence Of f i ce)1448 300 5 2 3 5
RETAIL R2 3000 300 10 9 5 14
SER VICE S2 5531 300 18 7 6 13
RETAIL R5 3974 300 13 4 8 12
GEORGE - OFFICE 2042 300 7 2 5 7
RESTAURANT 22786
LOCAL DINER 3574 10 0 36 35 11 46
GEOR GE 318 6 10 0 32 0 10 10
TWISTED 8026 10 0 80 0 13 13
RESTAURANT F2 8000 10 0 80 0 9 9
MEDICAL 2144
COTTAGE 13 214 4 17 5 12 3 6 9
PAVILLION
THEATER
HALL 445 SEATS 1:3 14 9 90 53 14 3
BLACK BOX 175 SEATS 1:3 59
MULTI-PURPOSE-EV ENT 1966 20
SHARED ON-STR EET 404 404
TOTAL ALL 888 407 608 10 15
TOTAL R ESIDENTIA L ONLY 248 224 22 246
TOTAL COMMERCIAL ONLY 640 18 3 586 769
Old Town Shar ed Par king Tabulation
EXCLUDED FROM PARKING REQUIREMENTS
RETAIL R4, APARTMENTS 2 2.5 5 8 8
18041
N
SCALE: 1" = 10'1 DETAILED SITE PLAN
SUBJECT
PROPERTY
LOCATION MAP
CODE SUMMARY
USE AND OCCUPANCY CLASSIFICATION:
MERCANTILE - 3,134/60 = 53 OCCUPANTS
TOTAL OCCUPANCY - 53 OCCUPANTS
CONSTRUCTION TYPE: V-B
FIRE SPRINKLER SYSTEM: REQUIRED
MINIMUM EXITS REQUIRED: 2 PROVIDED: 2
SITE DATA TABLE
LOT-4R BLK-D
767 WEST MAIN ST.
EXISTING ZONING - PD-250R8-H
PROPOSED ZONING - PD-250R25-H
PROPOSED USE - MIXED USE: RETAIL
RESIDENTIAL
AREA OF PROPOSED USE - 0.251 ACRES
BUILDING AREA CALCULATIONS
A/C SPACE:
RETAIL - 3,134 SQ. FT.
RESIDENCE - 1ST FLOOR (ENTRY) - 410 SQ. FT.
2ND FLOOR - 4,600 SQ. FT.
FRONT PORCH - 665 SQ. FT.
GARAGES - 960 SQ. FT.
BALCONY - 376 SQ. FT.
FIRE RISER ROOM - 56 SQ. FT.
TOTAL BUILDING FOOTAGE -10,201 SQ. FT.
BUILDING HEIGHTS (T.O. PARAPET) : 33'-11"
PARKING CALCULATIONS:
RESIDENCE
REQUIRED - 5 SPACES
PROVIDED - 4 SPACES (GARAGE) + 4 SPACE= 8 TOTAL SPACES
RETAIL
REQUIRED - 3,134/ 200 = 16 SPACES
PROVIDED PARKING - SHARED PARKING + 5 SPACES
REQUIRED TOTAL - 21 SPACES
PROVIDED TOTAL - SHARED PARKING + 13 SPACES
( NOTE: SQUARE FOOTAGE FOR PARKING CALCULATIONS
DOES NOT INCLUDE GARAGES OR PORCHES)
PROPOSED LOT COVERAGE - 48%
PD CONDITIONS:
1. THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL HAVE THE AUTHORITY TO ADMINISTRATIVELY APROVE THE PROPOSED SIGNAGE FOR
THIS DEVELOPMENT IN ACCORDANCE WITH PLANNED DEVELOPMENT REGULATIONS FOR PD-250R8-H AND THE HISTORIC DISTRICT.
2. THE SECOND FLOOR RESIDENCE SHALL BE DEVELOPED IN ACCORDANCE WITH LOCAL ORDINANCE AND BUILDING CODES; AMD SHALL BE
USED FOR RESIDENTIAL PURPOSES ONLY.
OWNER & PROFESSIONAL INFORMATION
DEVELOPER
DIANA AHMAD
767 WEST MAIN ST.
COPPELL, TEXAS 75019
P: 817-939-3379
ARCHITECT
BILL PECK
WILLIAM PECK AND ASSOC., INC.
105 WEST MAIN ST.
LEWISVILLE, TX 75057
P: 972-221-1424
LANDSCAPE ARCHITECT
CAROL FELDMAN
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TEXAS 75083
T: (972) 980-1730
CIVIL ENGINEER
MIKE GLENN
GLENN ENGINEERING
105 DECKER COURT, SUITE 910
IRVING, TEXAS 75062
P: (972) 717-5151
F: (972) 717-2176
6040.001/2 irs6150.001/2 irs6160.001/2 irs6170.001/2 irs6180.001/2 irs6190.001/2 irs6200.001/2 irsCCELEC.DCURB INLET
TOP=516.60'
FL=512.50'
5.0'5.0'10.0'Water
Esmt.
5' UTILITY EASEMENT
10.0'N 88°12'07" E 95.00'6" Curb EXISTINGLANDSCAPEDMEDIANISLANDXTP 516.01XTP 515.96XTP 516.25 TP 516.95S 88°12'07" W95.00'N 01°47'53" W 115.00'S 01°47'53" E115.00'N
FDC
FDC
47' 53" W 89.89'
10,925 SQ.FT. (0.251 ACRES)
1 PARKINGSPACE3 PARKINGSPACES1 PARKINGSPACE
8 PARKING
SPACES
1
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111213UP22R(0'-7 5/8" ) 21R(0'-11" ) 1
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111213UP22R(0'-7 5/8" ) 21R(0'-11" ) DE106
DE101DE101DE101
DE104
DE105
DE104
DE103
DE102
DI101 DI101
DI102 DI102FF 517.354" SANITARY SEWER9'-6"9.00'9.25'3.50'18.20'3.50'9.80'9.00'9.80'3.50'20.00'3.50'8.75
FIREEX. 2" MAINEX. 6" FIREEX. 6" FIREFIREEX. STREET LIGHTPAVING ANDPaving and Grading PlanScale 1" = 10'GRADING PLAN
105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET
C4PAVING LEGENDSIDEWALK (PRIVATE) NEWCONC PAVING PER CITY OFCOPPELL STD. DETAIL 2170(PRIVATE) NEW 6" THK CONC PAVING(4,000 PSI) (#3 @ 18" O.C.E.W)SEE ALPHA TESTING REPORT NO. G120968 FOR SUBGRADEREQUIREMENTSGENERAL GRADING AND PAVING NOTES1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND LOCAL GOVERNINGAUTHORITIES STANDARDS AND SPECIFICATIONS.2.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALLREQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION ORFABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLYREVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTINGAUTHORITIES.3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS ANDSPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNINGAUTHORITY.4.IN THE EVENT AN ITEM IS NOT COVERED IN THE CITY OF COPPELL SPECIFICATIONS, THECITY ENGINEER'S DECISION SHALL APPLY.5.GRADING SHOWN IN PAVED AREAS IS FINISHED GRADE. CONTRACTOR SHALL GRADE TOSUBGRADE IN THESE AREAS. SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY PER ASTM D698 PER THE REQUIREMENTS OF THE GEOTECHNICAL REPORT G120968 BY ALPHA TESTING.6. ALL CONCRETE SIDEWALKS SHALL BE PER THE REQUIREMENTS OF CITY STANDARD DETAIL2170.7. ALL CONCRETE DRIVES SHALL BE 6 INCHES AND HAVE A MINIMUM COMPRESSIVESTRENGTH OF 4,000 PSI AT 28 DAYS.8/29/22111/8/22CITY COMMENTSTOTAL IMPERVIOUS AREA = 10,065 S.F.11/20/222CITY COMMENTS
6040.001/2 irs6150.001/2 irs6160.001/2 irs6170.001/2 irs6180.001/2 irs6190.001/2 irs6200.001/2 irsCCELEC.DCURB INLET
TOP=516.60'
FL=512.50'
5.0'5.0'10.0'Water
Esmt.
5' UTILITY EASEMENT
10.0'N 88°12'07" E 95.00'6" Curb EXISTINGLANDSCAPEDMEDIANISLANDXTP 516.01XTP 515.96XTP 516.25 TP 516.95S 88°12'07" W95.00'N 01°47'53" W 115.00'S 01°47'53" E115.00'N
FDC
FDC
47' 53" W 89.89'
10,925 SQ.FT. (0.251 ACRES)
1 PARKINGSPACE3 PARKINGSPACES1 PARKINGSPACE
8 PARKING
SPACES
1
2
3
4
5
6
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10
111213UP22R(0'-7 5/8" ) 21R(0'-11" ) 1
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111213UP22R(0'-7 5/8" ) 21R(0'-11" ) FF 517.35FDCCONNECT NEW 6" FIRETO EX. 6" FIRECONNECT TO EXISTING4" SANITARY SEWER4" SANITARY SEWERINSTALL 6" FIRE LINEVERIFY SIZE WITHFIRE SPRINKLERINSTALLER9.00'9.25'3.50'18.20'3.50'9.80'9.00'9.80'3.50'20.00'3.50'8.75
INSTALL:1" DOMESTIC METER3/4" IRRIGATION METERPER CITY STD. 4135 AND 4145CONNECT TO EXISTING BULLHEAD 1" DOM. SERVICE AND EXISTING 1" IRR. SERVICEFIREEX. 2" MAINEX. 6" FIREEX. 6" FIRE2-18" DIA. METER BOX FORIRRIGATION28" DIA. METER BOX FORDOMESTIC WATERFIREEX. STREET LIGHTINSTALL 1 "DOMESTICWATERLINEINSTALL DOUBLE CHECKON FIRE LINE INRISER ROOM28" DIA. METER BOX FORDOUBLE CHECKINSTALL:1-6" VALVE AT PROP. LINEUtility PlanScale 1" = 10'105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET
C5GENERAL UTILITY NOTESUTILITY PLAN
8/29/22111/8/22CITY COMMENTS1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY OFCOPPELL STANDARDS AND SPECIFICATIONS.2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKECERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEENOBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THECONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS ANDOTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.3. IN THE EVENT AN ITEM IS NOT COVERED IN THE CITY OF COPPELLSPECIFICATIONS, THE ENGINEER'S DECISION SHALL APPLY.4. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO"STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATIONBARRICADING AND CONSTRUCTION STANDARDS".5. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFYTHE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONSINCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANYCONSTRUCTION. IN THE EVENT OF ANY CONFLICT AND PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION, IMMEDIATELY NOTIFY ENGINEER.6. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN AREBASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BETHE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITYCOMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION.7. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS, RIM ELEVATIONS ANDSIZES PRIOR TO CONSTRUCTION.8. ALL WATER PIPE SHALL BE CLASS 200 (DR 14) PER AWWA C-900.9. NEW WATER METERS WILL REQUIRE A NEW METER BOX. A DETECTOR CHECKSHALL ALSO BE PROVIDED UNLESS IT HAS BEEN INSTALLED IN RISER ROOM PERCITY OF COPPELL STANDARDS. SEE MECHANICAL PLANS FOR ADDITIONALDETAILS.11/20/222CITY COMMENTS12/9/223CITY COMMENTS
CITY WATER DETAILS
C6105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET 48/29/22111/8/22CITY COMMENTS11/20/222CITY COMMENTS
105 DECKER COURT, SUITE 910
PHONE 972-717-5151
ENGINEERING
IRVING, TEXAS 75062
FAX 972-717-2176
GLENN
TEXAS REGISTRATION NUMBER: F-303Scale:Drawn By:Checked By:Project No.:Issue Dates:Review:Permit:Construction:K.K.E.C.M.G. MIXED-USE
OLD TOWN ADDITION
COPPELL, TEXASRevisions:767 WEST MAIN STREET
C7As Shown4"BUILDINGPAVING1/2" REDWOOD LUMBER1" SELF-LEVELING SILICONE SEALERSLOPE 1/4" PER FT.INTERFACEWALK/BUILDING/CURBNOT TO SCALECITY PAVING DETAILS 412"9"9"2"2"
5"
3"#6 @ 2'-6"LONGSECTIONSEAL 12" DEEPHOLE W/MORTAR2-#3 REBARS6
'
-0
"14"14"6"
6
"
27 8"
218"2-1
"
Ø
HO
L
ESSTOPPRECAST WHEELNOT TO SCALE8/29/22111/8/22CITY COMMENTS
12345678910111213UP22R(0'-7 5/8" ) 21R(0'-11" ) 12345678910111213UP22R(0'-7 5/8" ) 21R(0'-11" ) FDCEXISTING FIREHYDRANTFDCFDCCOMMON AREA LOT 17R-XALLEYALLEY47' 53" W 89.89'47' 53" E 89.89'N 88˚12' 07" E 95.00'VS 88˚12' 07" W 95.00'FIRERISERROOM2-CARGARAGE1-CARGARAGEFRONT PORCHRESIDENTIALENTRYLOT R4BLOCK DN 01˚47' 53" E 115.00'S 01˚47' 53" E 115.00'WRETAILRESIDENTIALENTRY10,925 SQ.FT. (0.251 ACRES)8,539 SQ.FT. (0.196 ACRES)1
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UPCustom Text36 LIRIOPE
1 SAVANNAH HOLLY
ROOT BARRIER,
SEE DETAIL
36 LIRIOPE
1 SAVANNAH HOLLY
ROOT BARRIER,
SEE DETAIL
36 LIRIOPE
1 SAVANNAH HOLLY
ROOT BARRIER,
SEE DETAIL
1 SALVIA GREGGI
2 GULF MUHLY
3 COREOPSIS
2 PAVONIA
1 MEXICAN
OREGANO
3 HINKLEY'S
COLUMBINE
4 GULF MUHLY
4 GULF MUHLY
2 PAVONIA
1 MEXICAN OREGANO
3 HINKLEY'S COLUMBINE
12 LIRIOPE
TURF
TURF
ADJACENT LANDSCAPE
BERMUDA GRASS SOD
PROPERTY LINE
ROOT BARRIER FELDMANDESIGN STUDIOSRETAIL 4767 W MAIN STREETSHEET NO.
L1.01P.O. Box 832346, Richardson, Texas 75083Mobile: 972 523-4944carol@feldmandesign.comScale: 1" = 10'
PLANTING PLAN 00 10'20'
DRAWING KEY
PLANT LIST
LANDSCAPE PLANTING PLAN
Jurisdiction of Project
Professionals Information
Landscaping Requirements
Irrigation Requirements
Site Location
ARCHITECT
WILLIAM PECK & ASSOCIATES, INC.
LEWISVILLE, TEXAS
972.221.1424
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346, RICHARDSON, TEXAS 75083
ATTN: CAROL FELDMAN, 972-523-4944
CAROL@FELDMANDESIGN.COM
SITE
REGULATORY AUTHORITIES:
CITY OF COPPELL PLANNING & ZONING
255 PARKWAY BLVD.
PO BOX 9478
COPPELL, TX 75019
972 304-7092
TEXAS DEPARTMENT OF LICENSING AND REGULATION
ELIMINATION OF ARCHITECTURAL BARRIERS
E.O. THOMPSON STATE OFFICE BUILDING
920 COLORADO
AUSTIN, TEXAS 78701
(512) 463-3211
(512) 475-2886 (FAX)
CITY OF COPPELL LANDSCAPE REQUIREMENTS
ARTICLE 34. LANDSCAPE REGULATIONS
PD REQUIREMENTS
SEC. 12-34-8 MIN REQUIREMENTS FOR OFF-STREET PARKING AND VEHICULAR
USE AREAS
A. PROJECT IS EXEMPT BY MEETING EXEMPTION
PARAGRAPH 1 ARTICLE A AND B
INTERIOR LANDSCAPING REQUIREMENTS
A. SCREENING OF PARKING
B. SCREENING OF A/C UNITS
PERIMETER LANDSCAPE REQUIREMENTS
A. ALL TREE REQUIREMENTS MET VIA STREET LANDSCAPE
NO EXISTING TREES ON SITE.
UNDERGROUND AUTOMATIC SPRINKLING SYSTEM PROVIDED.
SYSTEM DESIGNED AND INSTALLED ACCORDING TO TCEQ LAWS AND
REGULATIONS PROVIDING FOR 100% COVERAGE ON ALL LANDSCAPE AND TURF.
THE SYSTEM SHALL INCLUDE A FREEZE-RAIN SENSOR.COPPELL, TEXAS OLD TOWN ADDITIONGround cover only in
front of the FDC
FORM SAUCER WITH 4"
EXISTING TOPSOIL
PLANT SHRUB WITH TOP OF ROOTBALL
LEVEL WITH EXISTING GRADE
3" SHREDDED MULCH
BACKFILL WITH ORIGINAL SOIL, WATER
THOROUGHLY TO REMOVE AIR POCKETS
SHRUB & ORNAMENTAL GRASS PLANTING DETAIL
PLANT SHRUB WITH TOP OF
ROOTBALL LEVEL WITH
EXISTING GRADE 3" SHREDDED MULCH
EXISTING GRADE
PLANT INTO TILLED
AND AMENDED SOIL
NOTE: FOR ROOT-BOUND PLANTS,
LOOSEN ROOTS AT OUTER EDGE
PERENNIAL PLANTING DETAIL
1.
2.
3.
4.
“
”
“”
”
“”
”
2X ROOT BALL WIDTH
BACKFILL WITH ORIGINAL SOIL, WATER
THOROUGHLY TO REMOVE AIR POCKETS
PLANT TREE WITH ROOT FLARE LEVEL
WITH FINISHED GRADE
CUT ROPES AT TOP OF ROOTBALL
REMOVE TOP 1/3 OF BURLAP
AND ALL WIRE AND OTHER
NON-BIODEGRADABLE MATERIAL
EXISTING GRADE
3" SHREDDED MULCH
EXISTING SOIL
TREE PLANTING
FORM SAUCER WITH 4"
EXISTING TOPSOIL
TREE STAKE KIT, TYP.
PROTECTION (HOSE COVERED
WIRE) AROUND TREE TRUNK
ROOT BALL
TREE TRUNK
NOTE: PLACE 2 TREE STAKES
ON SOUTH SIDE OF ROOT BALL
AND ONE TREE STAKE ON
NORTH SIDE OF ROOT BALL
NOTE: TREE STAKES TO BE REMOVED BY
OWNER 18 MONTHS AFTER INSTALLATION.
CONCRETE BACK OF CURB
AT STREET, PARKING OR
SIDEWALK RAMP
36" DEPTH DUAL PURPOSE ROOT AND WATER
BARRIER. (CENTURY PRODUCTS USA MODEL CR-PE
3-20 OR EQUIVALENT, AS APPROVED BY OWNER.)
TREE (AS
PER PLAN)
GROUNDCOVER
OR SHRUBS (AS
PER PLAN)
SIDEWALK OR
OTHER PAVING
SOIL
SET TOP OF ROOT
BARRIER 1/2"
BELOW TOP OF
CONCRETE CURB FELDMANDESIGN STUDIOSSHEET NO.
L1.02
LANDSCAPE DETAILS
Scale: 1/2"= 1'
TREE STAKE DETAIL
Scale: Not to scale
TREE PLANTING
Scale: Not to scale
SHRUB & ORNAMENTAL GRASS PLANTING DETAIL
Scale: Not to scale
PERENNIAL PLANTING DETAIL P.O. Box 832346, Richardson, Texas 75083Office: 972 980-1730 Mobile: 972 523-4944carol@feldmandesign.comRETAIL 4767 W MAIN STREETCOPPELL, TEXAS OLD TOWN ADDITIONScale: 3/8"= 1'
ROOT BARRIER DETAIL
12345678910111213UP22R(0'-7 5/8" ) 21R(0'-11" ) 12345678910111213UP22R(0'-7 5/8" ) 21R(0'-11" ) FDCEXISTING FIREHYDRANTFDCFDC8,550 SQ.FT. (0.196 ACRES)COMMON AREA LOT 17R-XALLEYALLEY47' 53" W 89.89'47' 53" E 89.89'N 88˚12' 07" E 95.00'VS 88˚12' 07" W 95.00'FIRERISERROOM2-CARGARAGE1-CARGARAGEFRONT PORCHRESIDENTIALENTRYLOT R4BLOCK DN 01˚47' 53" E 115.00'S 01˚47' 53" E 115.00'WRETAILRESIDENTIALENTRY10,925 SQ.FT. (0.251 ACRES)8,539 SQ.FT. (0.196 ACRES)1
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UPCustom TextMYMAX. 24"
IV
LINES & VALVES SHOWN IN
CONCRETE AREAS ARE FOR
DRAWING CLARIFICATION ONLY.
C
PR PR
PR
1"1
7.6
1"2
1.0
1"3
1.0
1"4
8.2
1.5
1"5
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FV
Y
IV
M
PR
C FELDMANDESIGN STUDIOSSHEET NO.
L2.01P.O. Box 832346, Richardson, Texas 75083Mobile: 972 523-4944carol@feldmandesign.comScale: 1"=10'
IRRIGATION LAYOUT 00 10'20'
Site Location
Jurisdiction of Project
REGULATORY AUTHORITIES:
CITY OF COPPELL PLANNING & ZONING
255 PARKWAY BLVD.
PO BOX 9478
COPPELL, TX 75019
972 304-7092
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ)
P.O. BOX 13087, AUSTIN, TEXAS 78711-3087
WWW.TCEQ.STATE.TX.US
IRRIGATION PLAN RETAIL 4767 W MAIN STREETProfessionals Information
ARCHITECT
WILLIAM PECK & ASSOCIATES, INC.
LEWISVILLE, TEXAS
972.221.1424
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346, RICHARDSON, TEXAS 75083
ATTN: CAROL FELDMAN, 972-523-4944
CAROL@FELDMANDESIGN.COM COPPELL, TEXAS OLD TOWN ADDITION
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FV
Y
IV
M
PR
C
.
VALVE BOX
12" ROUND PVC WITH LID
GRADE
VALVE BOX
7" ROUND PVC
WITH LID
LINE FLUSHING VALVE
2" MIN
2" MIN 2" LAYER OF GRAVEL
Weathermatic
WALL MOUNT CONTROLLER
SMARTLINE SL1600
CONDUIT 115 A.C.
POWER SUPPLY LINES
GROUNDWIRE
TO DRIP LINES OR HEADS COMMON NEUTRAL WIRE
CONDUIT 24V A.C.
RAIN/FREEZE SENSOR WIRES
VALVE CONTROL WIRES -
ONE PER VALVE
EXPANSION COIL
WATER PROOF CONNECTOR
ELECTRIC VALVE
LOCATE IN VALVE BOX
MAINLINE
NEUTRAL WIRE
TO DRIP LINES OR HEADS
4" MIN.
STREET PAVING
SLEEVES 18" MIN.18" MIN
15"TO 24" MAX
PAVING
PVC CAP (TYP.)
PVC CAP
(TYP.)
SLEEVE
15"TO 24" MAX
IRRIGATION
PIPING
3" MIN
4" MIN
3" MIN
3" MIN
3" MIN
3" MIN 3" MIN
3" MIN
'Y' TYPE STRAINER
ISOLATION
VALVE
WATER
METER
ISOLATION
VALVE
WATER
METER
BLACKFLOW ASSEMBLY
TOP VIEW
SIDE VIEW
STEEL LID
BROOKS VALVE BOX NO. 38-T
(SEE NOTES)
BROOKS VALVE BOX NO. 38-T
(SEE NOTES)
1
23
4
5
6
7
8 9
6
3"1.POP-UP SPRAY SPRINKLER.
2.FINISH GRADE.
3.CUR, SIDEWALK OR FOUNDATION.
4.PVC SCHEDULE 80 NIPPLE (6" MIN. LENGTH)
5.PVC T x T 900 ELL
6.MARLEXSTREET ELL
7.PVC SCHEDULE 80 NIPPLE (6" MIN. LENGTH)
8.LATERAL LINE PIPING.
9.LATERAL LINE PIPE FITTING.
NOTE: TEFLON TAPE ALL THREADED JOINTS.
NOTE: INDIVIDUAL PROJECT REQUIREMENTS AND
LOCAL CODES MAY DICTATE DIFFERENCES IN
INSTALLATION PROCEDURE THAT ARE NOT
IDENTIFIED HERE.FELDMANDESIGN STUDIOSSHEET NO.
L2.02
Scale: 1" = 1'
DOUBLE CHECK VALVE ASSEMBLY
Not to Scale
WEATHERMATIC SL1600 SERIES CONTROLLER
Not to Scale
LINE FLUSHING VALVE DETAIL
Scale: 1/4" = 1'
SLEEVE/BORING DETAIL
IRRIGATION DETAILS P.O. Box 832346, Richardson, Texas 75083Mobile: 972 523-4944carol@feldmandesign.comNot to Scale
POP-UP SPRAY HEAD ON ARM RETAIL 4767 W MAIN STREETCOPPELL, TEXAS OLD TOWN ADDITION