Retail 4 Mixed Use Civil-Retail 4 Review 062122_v1 (3)COVER 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
C16-21-22JUNE 2022Grading and UtilitiesTITLESHEET NOINDEX TO DRAWINGSLOCATION MAPN.T.S. MIXED USEENGINEER:Contact Person: Mike Glenn, P.E.(972) 717-5151Irving, Texas 75062105 Decker Court, Suite 910Glenn Engineering CorporationforOLD TOWN ADDITIONThe City of Coppell, TexasC1COVER SHEETC2 PLATC3PLATC4PAVING AND GRADING PLANC5UTILITY PLANA005DETAIL SITE PLANC6CITY WATER DETAILSC7CITY PAVING DETAILSL1.01LANDSCAPE PLANTING PLANL1.02LANDSCAPE DETAILSL2.01IRRIGATION PLANLOT 4R, BLOCK DARCHITECT:Contact Person: William Peck AIA(972) 221-1424Lewisville, Texas 75057105 West Main StreetWilliam Peck & Assoc., Inc.SITE767 West Main StreetOWNER:
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
C26-21-22
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
C36-21-22
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 516.95TP 517.501.50%→S 88°12'07" W95.00'N 01°47'53" W 115.00'S 01°47'53" E115.00'1
2
3
4
5
6
7
8
9
10
111213UP22R(0'-7 5/8" ) 21R(0'-11" ) 1
2
3
4
5
6
7
8
9
10
111213UP22R(0'-7 5/8" ) 21R(0'-11" ) N3'-0"4'-0"3'-0"10'-0"17'-0"17'-0"11'-0"5'-0"5'-0"5'-0"
8'-0"9'-0"3'-0"11'-10"3'-0"9'-0"9'-0"9'-0"9'-0"3'-0"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"TRAFFICRATED BOX
FDC
EXISTING FIRE
HYDRANT
WATER
EASEMENT
FDC
EXISTING LIGHT POLE EXISTING LIGHT POLE
NEW CONCRETE PAVING
VAULT
FDC
47' 53" W 89.89'
47' 53" E 89.89'N 88˚12' 07" E 95.00'WEST MAIN
STREET
W
10,925 SQ.FT. (0.251 ACRES)
NEW LANDSCAPING1 PARKINGSPACENEW SIDEWALKNEW SIDEWALK
NEW SIDEWALKNEW SIDEWALK4 PARKINGSPACES1 PARKINGSPACENEW LANDSCAPING LADDERTO ROOF ABOVE
NEW SIDEWALK
NEW
LANDSCAPING
NEW
LANDSCAPING
NEW
LANDSCAPING
8 PARKING
SPACES
NEW SIDEWALK
FF 517.354" SANITARY SEWERPAVING 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.6. ALL CONCRETE DRIVES SHALL BE 6 INCHES AND ALL SIDEWALKS SHALL BE 4 INCHES AND SHALL BE REINFORCED WITH #3 AT 18" O.C.E.W.7. ALL CONCRETE DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.6-21-22
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
INSTALL 1-1/2 "DOMESTICWATERLINE10.0'INSTALL:1-6" DETECTOR CHECKAND VAULT PER CITYSTANDARD 4160N 88°12'07" E 95.00'6" Curb EXISTINGLANDSCAPEDMEDIANISLANDXTP 516.01XTP 515.96XTP 516.25 TP 516.95TP 517.501.50%→S 88°12'07" W95.00'N 01°47'53" W 115.00'S 01°47'53" E115.00'1
2
3
4
5
6
7
8
9
10
111213UP22R(0'-7 5/8" ) 21R(0'-11" ) 1
2
3
4
5
6
7
8
9
10
111213UP22R(0'-7 5/8" ) 21R(0'-11" ) N3'-0"4'-0"3'-0"10'-0"17'-0"17'-0"11'-0"5'-0"5'-0"5'-0"
8'-0"9'-0"3'-0"11'-10"3'-0"9'-0"9'-0"9'-0"9'-0"3'-0"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"FDC
EXISTING FIRE
HYDRANT
FDC
FDC
47' 53" W 89.89'
47' 53" E 89.89'N 88˚12' 07" E 95.00'S 88˚12' 07" W 95.00'N 01˚47' 53" E 115.00'
S 01˚47' 53" E 115.00'
W
10,925 SQ.FT. (0.251 ACRES)
1 PARKINGSPACE4 PARKINGSPACES1 PARKINGSPACE
8 PARKING
SPACESFF 517.35FDCCONNECT NEW 6" FIRETO EX. 6" FIREINSTALL:1-1/2" DOMESTIC METER3/4" IRRIGATION METERPER CITY STD. 4135 AND 4150CONNECT TO EXISTING 1" DOM. SERVICEAND EXISTING 1" IRR. SERVICECONNECT TO EXISTING4" SANITARY SEWER4" SANITARY SEWERINSTALL 6" FIRE LINEVERIFY SIZE WITHFIRE SPRINKLERINSTALLERUtility 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 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.6. ALL CONCRETE DRIVES SHALL BE 6 INCHES AND ALL SIDEWALKS SHALL BE 4 INCHES AND SHALL BE REINFORCED WITH #3 AT 18" O.C.E.W.7. ALL CONCRETE DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.UTILITY PLAN
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 46-21-22
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
LESSTOPPRECAST WHEELNOT TO SCALE6-21-22