SFLP - Preliminary Grading PlanVAN NO PARKING NO PARKINGNO PARKING T515520
5135
1
3
5
1
4
516517518519
51551451651751851951
9
52
0 521522523521522 520521522520520520
5265275285295
2
0
525
521
522
523
524526
5205215105155075085095115125135145165175
1
8519520525519521522523524526510515520509511512513514516517518519521522525530524526527528529531532 533525 524526527528529
506507506507508509505506507
5
1
9
523522 523522521520
521 522FFE: 524.00519519519519521520519
518517516515514513516515
5
1
3 TRACT 2SFPLP HOLDINGSMANAGEMENT, LLC(INST. NO. 201200031715)O.P.R.D.C.T.7.384 Acres321,659 Square FeetLOT 3, BLOCK AGATEWAY BUSINESS PARK NO. 2(INST. NO. 201700240374)O.P.R.D.C.T.FRITZ DRIVE(FORMERLY KNOWN AS COTTON ROAD)(57.50-FOOT WIDE RIGHT-OF-WAY)INTERSTATE HIGHWAY 635(ALSO KNOWN AS LYNDON B. JOHNSON FREEWAY)(VARIABLE WIDTH RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)SFPLP HOLDINGSMANAGEMENT, LLC(INST. NO. 201200037650)O.P.R.D.C.T.S
5
6
°3
8
'
0
6
"
W
164
.
39
'S 68°23
'11"
W
160
.87
'S 69°26
'22"
W
78
.87
'S 70°42
'31"
W
56
.49
'S 73°54'23"
W 104.98
'S 75°29'38" W 199.75'S 37°25'01" W 60.69'S 64°33'20" W 95.81'N 00°18'16" W 576.39'N 89°41'14" E 552.48'S 00°39'34" W 13.76'N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'S 37°11'03" E 15.40'PROPOSED STORM JUNCTION BOXTO MATCH FINISHED GRADEPROPOSED MANHOLE TOMATCH FINISHED GRADEPROPOSED MANHOLE TOMATCH FINISHED GRADEGIGIGIGICICICICIPROPOSED HEADWALL.SLOPES NOT TO EXCEED 4:1EXISTING HEADWALLAPPROXIMATE LIMITS OFFLOODWAYAPPROXIMATE LIMITS OF 1%ANNUAL CHANCE FLOOD EVENTPROPOSED 22 SPACES TO BEDEVELOPED AND GRADED ATFUTURE DATE4:1 MAX517518
4:1 MAX5
1
4
LEGENDPROPERTY LINENOTES:1.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FORUTILITY RELOCATIONS AND/OR ADJUSTMENTS.2.CONTRACTOR TO ADJUST RIMS AND OTHER ABOVE GROUNDUTILITIES TO PROPOSED GRADE.3.GRADING FOR ALL ACCESSIBLE ROUTES SHALL MEET ADASTANDARDS.4.PRIOR TO PLACING PAVEMENT, CONTRACTOR TO TEST FOR PONDING.ALL AREAS SHALL DRAIN TOWARDS THE INTENDED STORMCOLLECTION STRUCTURE.5.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS THAT AREDISCOVERED IN THE FIELD.6.CONTRACTOR TO PROTECT EXISTING UTILITIES.7.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIORTO CONSTRUCTION.8.REFERENCE DIMENSION CONTROL PLAN FOR HORIZONTALDIMENSIONS.9.CONTRACTOR TO ENSURE THERE IS POSITIVE DRAINAGE AWAY FROMBUILDINGS.10.REFERENCE GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVINGSUBGRADE PREPARATION.11.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR EXACTBUILDING DIMENSIONS.12.RUNNING SLOPE SHALL NOT EXCEED 5.00%.13.CONTRACTOR TO CONTROL EROSION ALONG PROPERTY LINE DURINGCONSTRUCTION.PROPOSED STORM LINE750750EXISTING CONTOUR LINEPROPOSED CONTOUR LINEEXISTING STORM LINEMATCH EXISTING ELEVATION726.25 ME726.25 TOP726.25 TC726.25 TWPROPOSED TOP OF WALL726.25 BWPROPOSED BOTTOM OF WALL726.25 TGPROPOSED TOP OF GRATE726.25PROPOSED TOP OF STRUCTURE MATCH EXISTING ELEVATIONPROPOSED TOP OF CURBPROPOSED SPOT ELEVATIONREVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2020CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS
LOT 3, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHFEBRUARY 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00G:\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_GRADING PLAN.dwg Mar 03, 2021-9:32am jhaleBGE, INC.
PROEJCT NAME
THESE PLANS ARE ISSUED FORTHE PURPOSE OF PRELIMINARY REVIEWAND ARE NOT INTENDED FORCONSTRUCTION.WHEN ISSUED INFINAL FORM THEY WILL BESEALED, SIGNED AND DATED.RESPONSIBLE ENGINEER:BGE, INC.TEXAS REGISTERED ENGINEERINGFIRM F-1046JUSTIN F. LOECKER, P.E.TEXAS REGISTRATION NO. 136868NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Ralph NovakTel: 817-851-4723BM#1"X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WESTOF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF AFIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40BM#2"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'WEST OF A POWER POLENORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65BM#3"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WESTOF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33BM#4"X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORMMANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25BENCH MARK LISTBEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESS!!WARNING!!EXISTING UNDERGROUND UTILITIES. CONTRACTORSHALL VERIFY THE EXACT LOCATION OF ALL UTILITIESAND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.ARCHITECT1201 NORTH BOWSER ROADHALFF ASSOCIATES, INC.RICHARDSON, TEXAS 75081Contact: Alan LafonTel: 214-346-6200PRELIMINARY GRADING PLAN
1 OF 1
VAN NO PARKING NO PARKINGNO PARKING T515520
51151
1
5
1
2
513514516517518519
51551251351451651751851951
9
52
0 521522523521522 520521522520520520
5265275285295
2
0
525
521
522
523
524526
5205215105155075085095115125135145165175
1
8519520525519521522523524526510515520509511512513514516517518519521522525530524526527528529531532 533525 524526527528529
506507506507508509505506507
5
1
9
517523522 523522521520
521 522FFE: 524.00519519519519521520519518
518517516515514513516515514 513
512
511
511510
512TRACT 2SFPLP HOLDINGSMANAGEMENT, LLC(INST. NO. 201200031715)O.P.R.D.C.T.7.384 Acres321,659 Square FeetLOT 3, BLOCK AGATEWAY BUSINESS PARK NO. 2(INST. NO. 201700240374)O.P.R.D.C.T.FRITZ DRIVE(FORMERLY KNOWN AS COTTON ROAD)(57.50-FOOT WIDE RIGHT-OF-WAY)INTERSTATE HIGHWAY 635(ALSO KNOWN AS LYNDON B. JOHNSON FREEWAY)(VARIABLE WIDTH RIGHT-OF-WAY)FREEPORT PARKWAY(80-FOOT WIDE RIGHT-OF-WAY)SFPLP HOLDINGSMANAGEMENT, LLC(INST. NO. 201200037650)O.P.R.D.C.T.S
5
6
°3
8
'
0
6
"
W
164
.
39
'S 68°23
'11"
W
160
.87
'S 69°26
'22"
W
78
.87
'S 70°42
'31"
W
56
.49
'S 73°54'23"
W 104.98
'S 75°29'38" W 199.75'S 37°25'01" W 60.69'S 64°33'20" W 95.81'N 00°18'16" W 576.39'N 89°41'14" E 552.48'S 00°39'34" W 13.76'N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'S 37°11'03" E 15.40'PROPOSED STORM JUNCTION BOXTO MATCH FINISHED GRADEPROPOSED MANHOLE TOMATCH FINISHED GRADEPROPOSED MANHOLE TOMATCH FINISHED GRADEGIGIGIGICICICICIPROPOSED HEADWALL.SLOPES NOT TO EXCEED 4:1EXISTING HEADWALLAPPROXIMATE LIMITS OFFLOODWAYAPPROXIMATE LIMITS OF 1%ANNUAL CHANCE FLOOD EVENTPROPOSED 22 SPACES TO BEDEVELOPED AND GRADED ATFUTURE DATE4:1 MAX4:1 MAXLEGENDPROPERTY LINENOTES:1.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FORUTILITY RELOCATIONS AND/OR ADJUSTMENTS.2.CONTRACTOR TO ADJUST RIMS AND OTHER ABOVE GROUNDUTILITIES TO PROPOSED GRADE.3.GRADING FOR ALL ACCESSIBLE ROUTES SHALL MEET ADASTANDARDS.4.PRIOR TO PLACING PAVEMENT, CONTRACTOR TO TEST FOR PONDING.ALL AREAS SHALL DRAIN TOWARDS THE INTENDED STORMCOLLECTION STRUCTURE.5.CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS THAT AREDISCOVERED IN THE FIELD.6.CONTRACTOR TO PROTECT EXISTING UTILITIES.7.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS PRIORTO CONSTRUCTION.8.REFERENCE DIMENSION CONTROL PLAN FOR HORIZONTALDIMENSIONS.9.CONTRACTOR TO ENSURE THERE IS POSITIVE DRAINAGE AWAY FROMBUILDINGS.10.REFERENCE GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVINGSUBGRADE PREPARATION.11.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR EXACTBUILDING DIMENSIONS.12.RUNNING SLOPE SHALL NOT EXCEED 5.00%.13.CONTRACTOR TO CONTROL EROSION ALONG PROPERTY LINE DURINGCONSTRUCTION.PROPOSED STORM LINE750750EXISTING CONTOUR LINEPROPOSED CONTOUR LINEEXISTING STORM LINEMATCH EXISTING ELEVATION726.25 ME726.25 TOP726.25 TC726.25 TWPROPOSED TOP OF WALL726.25 BWPROPOSED BOTTOM OF WALL726.25 TGPROPOSED TOP OF GRATE726.25PROPOSED TOP OF STRUCTURE MATCH EXISTING ELEVATIONPROPOSED TOP OF CURBPROPOSED SPOT ELEVATIONREVISIONSREV NO.DATEDESCRIPTIONDESIGNED BY:DATE:PROJECT NUMBER:SHEET NO.2595 Dallas Parkway, Suite 101BGE, Inc.Frisco, TX 75034TBPE Registration No. F-1046Tel: 972-464-4800 ●www.bgeinc.comCopyright 2020CONTACT: 1-800-DIG-TESS48 HOURS PRIOR TO CONSTRUCTIONCAUTION !!!SFLP HOLDINGS
LOT 3, BLOCK A!!CAUTION !!Contractor to Verify exact location & Depth ofExist Facilities Prior to any ConstructionActivitiesJTHFEBRUARY 2021CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:8499-00\\browngay.net\panzura\Regions\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_GRADING PLAN.dwg Feb 17, 2021-9:31am jhaleBGE, INC.
PROEJCT NAME
THESE PLANS ARE ISSUED FORTHE PURPOSE OF PRELIMINARY REVIEWAND ARE NOT INTENDED FORCONSTRUCTION.WHEN ISSUED INFINAL FORM THEY WILL BESEALED, SIGNED AND DATED.RESPONSIBLE ENGINEER:BGE, INC.TEXAS REGISTERED ENGINEERINGFIRM F-1046JUSTIN F. LOECKER, P.E.TEXAS REGISTRATION NO. 136868NKH1250 S. FREEPORT PKWY.SFPLP HOLDINGS MANAGMENT LLCCOPPELL, TEXAS 75019OWNER/DEVELOPERContact: Ralph NovakTel: 817-851-4723BM#1"X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WESTOF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF AFIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40BM#2"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'WEST OF A POWER POLENORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65BM#3"X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WESTOF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33BM#4"X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORMMANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25BENCH MARK LISTBEFORE YOU DIG, CALL DIG TESS1-800-DIG-TESS!!WARNING!!EXISTING UNDERGROUND UTILITIES. CONTRACTORSHALL VERIFY THE EXACT LOCATION OF ALL UTILITIESAND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.ARCHITECT1201 NORTH BOWSER ROADHALFF ASSOCIATES, INC.RICHARDSON, TEXAS 75081Contact: Alan LafonTel: 214-346-6200PRELIMINARY GRADING PLAN
1 OF 1