20201077 Ver 1_HPT19570_100%_Plan Set_20200824

NORTH CAROLINACITY OF HIGH POINTFOR PERMITTINGFOR REVIEW PURPOSES ONLYNOT RELEASED FOR CONSTRUCTIONVICINITY MAPNOT TO SCALEHPT19570AUGUST 2020REGISTERS CREEK PUMP STATIONAND FORCE MAIN
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAINPlot Date: 8/20/2020 10:38 PM Plot By: 02876 Filename: N:\WTU\Drawings\GN-ALL-NOTE-1.dwg GN-ALL-NOTE-1.dwgLast Saved: 8/6/2020 3:52 PM Saved By: 02876Filename: N:\WTU\Drawings\GN-ALL-NOTE-1.dwgACAD Rel: 23.0s (LMS Tech)531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916FOR PERMITTING CIVIL.GENERAL NOTES IG-1
.MHLBWF.CB
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAINPlot Date: 8/20/2020 10:38 PM Plot By: 02876 Filename: N:\WTU\Drawings\GN-ALL-LGND-1.dwg GN-ALL-LGND-1.dwgLast Saved: 8/6/2020 1:26 PM Saved By: 02876Filename: N:\WTU\Drawings\GN-ALL-LGND-1.dwgACAD Rel: 23.0s (LMS Tech)531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916FOR PERMITTING GENERAL.LEGEND AND ABBREVIATIONSG-2
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KIVETT DRKIVETT DRKIVETT DRRECOVERY WAYRIVERDALE DR1+00 10+00 20+00
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SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 10:39 PM Plot By: 02876 Filename: N:\WTU\Drawings\GN-ALL-KEYMAP.dwg GN-ALL-KEYMAP.dwg
Last Saved: 7/14/2020 1:18 PM Saved By: 03826Filename: N:\WTU\Drawings\GN-ALL-KEYMAP.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVIL
KEY MAPG-3.MHL
BWF
.
CB NORTHSCALE IN FEET0600'300'NORTHSCALE IN FEET0600'300'MATCHLINE STA 85+00
MATCHLINE STA 85+00 1NOTES:OWNER INFORMATION (REF: G-4) FOR TABLE.PP-1PP-2PP-3CONNECT TOPROPOSED PUMPSTATIONDISCHARGECONNECT TOSTUBOUT BYOTHERSPP-4PP-5PP-6PP-7PP-7PP-8PP-9PP-10PP-11PP-13PP-12234576810121314151617181920202122232426252728293031911
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 10:39 PM Plot By: 02876 Filename: N:\WTU\Drawings\GN-ALL-KEYMAP.dwg GN-ALL-KEYMAP.dwg
Last Saved: 7/14/2020 1:18 PM Saved By: 03826Filename: N:\WTU\Drawings\GN-ALL-KEYMAP.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVIL
PROPERTY OWNER TABLEG-4.MHL
BWF
.
CB EASEMENT ACQUISITION#PIN ADDRESSPROPERTY OWNERDEED BOOK PAGE DEED BOOK PAGE1 7820-82-9978 4140 KIVETT DRCHARLES LEROY BOWMAN II & EDWARD BRUCEBOWMAN7897 158527820-94-58954141 KIVETT DRMARTIN MARIETTA MATERIALS REAL ESTATEINVESTMENTS INC7391 17583 7820-95-2476 4153 KIVETT DRJAMES JEFFREY HOWARD, et al3216 4764 7830-04-6808 4169 KIVETT DRWESLEY HUGHES & HELEN HUGHES3518 103057830-04-9829 4171 KIVETT DRVIRGIL M. JOHNSON & MABEL M. JOHNSON2562 5296 7830-14-3948 4175 KIVETT DRPIEDMONT TRIAD REGIONAL WATERAUTHORITY5136 1857 7830-05-3596 4181 KIVETT DRPIEDMONT TRIAD REGIONAL WATERAUTHORITY5038 16018 7830-16-0367 4203 KIVETT DRLINDA H. UNGER1516 3659 7830-24-3806 4196 KIVETT DRPIEDMONT TRIAD REGIONAL WATERAUTHORITY3938 133910 7830-34-0612 4238 KIVETT DRTERRI M. HOLTON CAMERON & MARTHA J.HOLTON3201 24411 7830-37-9287 5330 VICKREY CHAPEL RDD.H. GRIFFIN, JR8220 2180127830-47-0505 5328 VICKREY CHAPEL RD D.H. GRIFFIN JR8221 123513 7830-47-0704 5326 VICKREY CHAPEL RDDAVID H. GRIFFIN JR; DONNA P. GRIFFIN8062 47114 7830-37-2513 5323 VICKREY CHAPEL RDDAVID H. GRIFFIN JR; DONNA P. GRIFFIN6852 201415 7830-47-0988 5324 VICKREY CHAPEL RD DAVID H. GRIFFIN JR6927 98616 7830-38-3280 5318 VICKREY CHAPEL RD FRANCES W. TRAYNHAMWILL 90E 159717 7830-48-0468 5312 VICKREY CHAPEL RDJEFFREY P. TRAYNHAM JR; FRANCES W.TRAYNHAM1994 1418 7830-48-0824 5394 RIVER RDDAVID H. GRIFFIN JR6229 25219 7831-30-3614 5395 RIVER RDDAVID H. GRIFFIN JR; DONNA P. GRIFFIN7889721207831-41-25037831-51-15715209 VICKREY CHAPEL RD5207 VICKREY CHAPEL RDCALEDONIA ENTERPRISES LLC4315 420217831-41-0759 5205 VICKREY CHAPEL RDGEORGE A. CROOKER JR; BERNADETTE M.CROOKER3670 660227831-41-0968 5015 BISBEE DRHERBERT C. WATSON; BETTY D. WATSON3685 121523 7831-41-3938 5011 BISBEE DRJELENA VUKMIROVIC; MILAN VUKMIROVIC7302 1251247831-41-5948 5009 BISBEE DRRICK A. DILLON; MARY C. DILLON4604 73125 7831-41-6997 5007 BISBEE DRDOUGLAS L. TAYLOR; JENNIFER H. TAYLOR4503 25626 7831-41-8987 5003 BISBEE DRGAIL M HOLLAND REVOCABLE TRUST6672 2991277831-51-1946 4917 BISBEE DRGINA MCDOWELL; BRIAN J. OWEN8106 20728 7831-51-3926 4915 BISBEE DRCATHERINE E. MEADOWS; DAVID B. MEADOWS7214 185629 7831-53-5080 4915 ZZ BISBEE DRWILEY PARK HOA INC7432 199530 7831-51-8925 4909 BISBEE DRBOBBY LEE CRUTCHFIELD JR; JAMES L. KENT6798 113131 7831-51-9971 4907 BISBEE DRCHARLES W. MILLER; NORA E. MILLER5420 711
MW100.0'DUKE POWERROWSEE NOTE 3.WETLANDS1+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+001B-1STA 8+21STA 1+1218" 45° BEND, MJ18" EPOXY LINEDDI FM, CL350EX. JUNCTION BOXINSTALLED, SEE NOTE 1.40' SSE10' TCE10' TCEANTHONY CASH SRDENISE L. CASHDB 5202 PG 103PIN 7820-81-78835853 RIVERDALE DRCITY OF HIGH POINTNO DEED REFERENCEFOUNDLOT 1 PB 169, PG. 64PIN 7830-01-82075899 RIVERDALE DRCHARLES LEROY BOWMAN IIEDWARD BRUCE BOWMANDB 7897 PG 1585PIN 7820-82-99784140 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRPROPOSED 36" FORCE MAIN(BY OTHERS), SEE NOTE 2.EX. EASEMENTAS PER DB 8262PG 127840' SSE40' SSE10' TCEPROPOSED 36" FORCE MAIN(BY OTHERS), SEE NOTE 2.MINIMUM SEPERATIONBETWEEN FORCE MAINSSHALL BE 6 FEET, FROMOUTSIDE EDGE OF PIPETO OUTSIDE EDGE OFPIPETEMPORARY STREAMCROSSING (SEE DETAIL605/ER-9)PERENNIAL STREAMWETLANDTEMPORARY WETLANDCROSSING (SEE DETAIL3/ER-11)783.87'42"RCP:762.64'42" RCP24" RCP764.56'EX. 4" WLMATCH LINE STA 14+00750755760765770775780785790795800
7507557607657707757807857907958000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00SLOPE UPSLOPE UPS
LOP
E
UP
BEGIN RJ STA 1+08END RJ STA 1+50
EXISTING GROUND18" EPOXY LINEDDI FM, CL3504' MIN
COVER EX. JUNCTION BOXINSTALLED, SEE NOTE 1.CONNECT TO EX.STUBOUT BY OTHERSSTREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-103' MIN
COVER
CIVILPLAN AND PROFILESTART TO STA 14+00PP-1.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 10:49 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 10:44 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
666714+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+001B-2STA 18+51B-3STA 24+01STA 17+21INSTALL:1-2" CAVTYPE B18" EPOXY LINEDDI FM, CL35040' SSE10' TCECHARLES LEROYBOWMAN IIEDWARD BRUCEBOWMANDB 7897 PG 1585PIN 7820-82-99784140 KIVETT DRCHARLES LEROYBOWMAN IIEDWARD BRUCEBOWMANDB 7897 PG 1585PIN 7820-82-99784140 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DR40' SSE10' TCEPERENNIAL STREAM40' SSE10' TCETEMPORARY STREAMCROSSING (SEE DETAIL605/ER-9)MATCH LINE STA 14+00
MATCH LINE STA 27+0075075576076577077578078579079580075075576076577077578078579079580014+0015+0016+0017+0018+0019+0020+0073073574074575075576076577077578073073574074575075576076577077578020+0021+0022+0023+0024+0025+0026+0027+00TYPE B(DETAIL 2/DT-5)STA 17+211- 2" CAV ASSEMBLYSLOPE UPSLOPE UPSLOPE UPSL
O
P
E

U
P EXISTING GROUNDEXISTING GROUND18" EPOXY LINEDDI FM, CL35018" EPOXY LINEDDI FM, CL3504' MINCOVER
4' MIN
COVERSTREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-103' MIN
COVER
CIVILPLAN AND PROFILESTA 14+00 TO STA 27+00PP-2.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:30 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
60KIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/W13.5'WATERLINEEASEMENTDB 6985, PG. 795DB 6985, PG. 81226+00 27+00 28+00 29+00 30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0023STA 33+5618" 11.25° BEND, MJB-4STA 28+76B-5STA 29+15B-6STA 39+33STA 31+5818" 11.25° BEND, MJSTA 28+4718" 22.50° BEND, MJSTA 29+4018" 90° BEND, MJSTA 30+01INSTALL:1-2" CAVTYPE BSTA 41+51INSTALL:1-2" CAVTYPE A18" EPOXY LINEDDI FM, CL350TANYA R. COOKMCNEES-SAMS, LYNNHOPEDB 3286 PG 971PIN 7830-03-49184160 KIVETT DRBOBBY BOWMANHOLTONDB 3199 PG 172PIN 7830-04-21034156 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRVERNON CECILWILSONDB 4598 PG 1119PIN 7820-94-73114146 KIVETT DRROLAND A. BOWMANDB 2305 PG 602PIN 7820-94-52984144 KIVETT DRJAMES JEFFREYHOWARD et alDB 3216, PG. 476PIN 7820-95-24764153 KIVETT DRMARTIN MARIETTAMATERIALS REALESTATEINVESTMENT INCDB 7391 PG 1758PB 182, PG. 140PIN 7820-94-58954141 KIVETT DR20' SS
EROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRPP, TYP.SEE NOTE 2PP, TYP.SEE NOTE 240' SSE10' TCE10' TCE20' SSE20' SSE20' SSE45' SSE10' TCE10' TCE BORE PIT15" RCP762.37'764.63'18" RCP769.27'768.72'BORE PITCONNECT TO EXISTINGFENCE AT POST NEARESTEXISTING GATE, SEE NOTE 1RESET EXISTING FENCE, TYP.SEE NOTE 1EX. 16" WLMATCH LINE STA 27+00MATCH LINE STA 40+0075576076577077578078579079580080575576076577077578078579079580080527+0028+0029+0030+0031+0032+0033+0034+0035+0073574074575075576076577077578078573574074575075576076577077578078535+0036+0037+0038+0039+0040+00TYPE B(DETAIL 2/DT-5)STA 29+1616" WATER MAINROW STA 28+61ROW STA 29+2418"MIN EOPEOPSLOPE UPSLOPE UPSLOPE UPSTA 30+011- 2" CAV ASSEMBLYSLOPE UPSTA 28+74STA 29+18 1:11:1KEVITT DRIVE63' RIGHT-OF-WAYEND RJ STA 30+12BEGIN RJ STA 28+12BEGIN RJ STA 31+51END RJ STA 31+65
END RJ STA 33+63
BEGIN RJ STA 33+49 18" EPOXY LINEDDI FM, CL3504' MIN
COVER
4' MINCOVEREXISTING GROUND18" EPOXY LINEDDI FM, CL350EXISTING GROUND44 LF 30" CASINGVIA JACK & BORECIVILPLAN AND PROFILESTA 27+00 TO STA 40+00PP-3.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:33 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
FWFWFWFW3
5
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1
5
'CITY OF HIGH POINT 50'PERMANENT UTILITY EASEMENTDB 6147, PG. 452 - PARCEL 6CITY OF HIGH POINT 50'PERMANENT UTILITY EASEMENTDB 6059, PG. 1648 - PARCEL 53
5
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1
5
'CONC. SUPPORT55KIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WRIM: 721.41'SEALED MANHOLE40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+005
2
+0053+0
0 456STA 51+9518" 22.50° BEND, MJB-7STA 49+57STA 51+6018" 45° BEND, MJSTA 41+51INSTALL:1-2" CAVTYPE A18" EPOXY LINEDDI FM, CL350KOK KHENG LIMDB 6107 PG 2042PIN 7830-14-33484180 KIVETT DRKOK KHENG LIMDB 6107 PG 2042PIN 7830-14-33484180 KIVETT DRKOK KHENG LIMDB 6107 PG 2042PIN 7830-14-57164184 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 5136, PG. 185PIN 7830-14-39484175 KIVETT DRJETTY LYN HAZELTONWANDA LYNNHAZELTONDB 8152 PG 2203PB 155, PG. 84PIN 7830-14-19914173 KIVETT DRVIRGIL M. JOHNSONMABEL M. JOHNSONDB 2562 PG 529PIN 7830-04-98294171 KIVETT DRWESLEY HUGHESHELEN HUGHESDB 3518 PG 1030PIN 7830-04-68084169 KIVETT DRROBERT HENRYLACKEYDB 3434 PG 206PIN 7830-04-64994170 KIVETT DRTANYA R. COOKDB 3922 PG 2105PB 87, PG. 102PIN 7830-04-52544162 KIVETT DRPP, TYP.SEE NOTE 2DEEPRIVER20' SSE20' SSEVARIABLE SSEPP, TYP.SEE NOTE 2REMOVE EXISTINGCHAIN LINK FENCESEE NOTE 1NEW 12' GATENEW CHAINLINK FENCESEE NOTE 1TREE/SHRUBS TO BEPERMANENTLY REMOVEDPRESERVE TREES/SHRUBSPRESERVE TREES/SHRUBSEX. PVC 12" FM15" RCP721.03'723.53'733.97'15" RCP731.30'36"RCP APPROXDIRECTION -UNKN SOURCEJBTOP: 745.44'IN(NW):733.09'OUT(S):732.69'36"RCP APPROXDIRECTION - UNKNSOURCE 744.30'15" RCP 732.14'723.67'18"VCP 725.08'EX. 12" SANITARY SEWEREX. 16" WLMATCH LINE STA 40+00
MATCH LINE STA 53+0072072573073574074575075576076577072072573073574074575075576076577040+0041+0042+0043+0044+0045+0046+0047+00 47+5068068569069570070571071572072573068068569069570070571071572072573047+50 48+0049+0050+0051+0052+0053+00STA 45+35
36" EXISTING STORM DRAIN
STA 51+11
66" EXISTING SEALED SS
4' MIN
COVER
18"MIN 18"MINSLOPE UP SLOPE UPSLOPE UPTYPE A(DETAIL 1/DT-5)STA 41+511- 2" CAV ASSEMBLY
BEGIN RJ STA 51+30
END RJ STA 52+10 EXISTING GROUNDEXISTING GROUND18" EPOXY LINEDDI FM, CL35018" EPOXY LINEDDI FM, CL3504' MIN
COVER
CIVILPLAN AND PROFILESTA 40+00 TO STA 53+00PP-4.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:34 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
B-9BB-9AFWFWFWFWFWFWFWFWCONC. SUPPORT54KIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WDOT PROJECT 8.24901014
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BLOWOFF20' UTILITYEASEMENTDB 6147, PG.44053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+0078109STA 57+4418" 45° BEND, MJB-10STA 57+86B-11STA 63+43STA 58+0518" 45° BEND, MJB-8STA 54+14B-9STA 55+63STA 60+00INSTALL:1-2" CAVTYPE B18" EPOXY LINEDDI FM, CL350PIEDMONT TRIADREGIONAL WATERAUTHORITYDB 3938 PG 1339PIN 7830-24-38064196 KIVETT DRLINDA H. UNGERDB 1516 PG 365PIN 7830-16-03674203 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 5038 PG 1601PIN 7830-05-35964181 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 5038 PG 1601PIN 7830-05-35964181 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 4249, PG. 1591PIN 7830-11-52434164 KIVETT DRP.T.R.W.A.DB 5038, PG.1601PP, TYP.SEE NOTE 1DEEPRIVERVARIABLE SSE30' SSE25' SSE25' SSE20' SSE20' SSETOP OF BANKTREE/SHRUBS TO BEPERMANENTLY REMOVEDDEEP RIVER(PERENNIAL)SEE NOTE 2TEMPORARY STREAMCROSSING (SEE DETAIL605/ER-9)PERENNIAL STREAM15" CMP696.50'696.10'682.40'683.20'EX. 12" PVC FMEX. 16" WLTERRI M. HOLTONCAMERON& MARTHA J.HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRB-8AB-8AB-9BB-9A10MATCH LINE STA 53+00MATCH LINE STA 66+0065566066567067568068569069570070565566066567067568068569069570070553+0054+0055+0056+0057+0058+0059+00 59+50STREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-1066567067568068569069570070571071566567067568068569069570070571071559+50 60+0061+0062+0063+0064+0065+0066+00TYPE B
(DETAIL 2/DT-5)
STA 60+00
1- 2" CAV ASSEMBLY
STA 62+90
STA 63+50
STA 54+14STA 55+92 SLOPE UPSLOPE UPEND RJ STA 55+99BEGIN RJ STA 53+50 BEGIN RJ STA 57+44
END RJ STA 58+35 EXISTING GROUND18" EPOXY LINEDDI FM, CL3504' MIN
COVER
4' MIN
COVEREXISTING GROUND18" EPOXY LINEDDI FM, CL350178 LF CONCRETE ENCASEMENT60 LF CONCRETE ENCASEMENTW.S.E. ELEVATIONON 3/6/2020:681.5STREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-103' MINCOVER
3' MIN
COVER
CIVILPLAN AND PROFILESTA 53+00 TO STA 66+00PP-5.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:35 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
KIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 111360' PUBLIC R/W66+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+00EX. 17.5' UTILITY EASEMENT DB 6985, PG. 79010B-12STA 71+09STA 69+96INSTALL:1-2" CAVTYPE B18" EPOXY LINEDDI FM, CL350TERRI M. HOLTONCAMERON& MARTHA J. HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRRICHARD DEANCAMERON JRTERRI H. CAMERONDB 3757 PG 1891PIN 7830-35-38114238 KIVETT DRTERRI M. HOLTONCAMERON& MARTHA J.HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRPERENNIAL STREAM25' SSE20' SSE25' SSE20' SSE20' SSE20' SSEPP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1TEMPORARY STREAMCROSSING (SEE DETAIL605/ER-9)737.31'18"RCP: 736.39'EX. 12" PVC FMEX. 16" WLMATCH LINE STA 66+00MATCH LINE STA 79
+
0
070571071572072573073574074575075570571071572072573073574074575075566+0067+0068+0069+0070+0071+0072+0073+0074+0074575075576076577077578078579079574575075576076577077578078579079574+0075+0076+0077+0078+0079+00TYPE B(DETAIL 2/DT-5)STA 69+961- 2" CAV ASSEMBLYSLOPE UP SLOPE UPEXISTING GROUNDEXISTING GROUND18" EPOXY LINEDDI FM, CL35018" EPOXY LINEDDI FM, CL3504' MIN
COVER
4' MIN
COVER STREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-103' MINCOVER
CIVILPLAN AND PROFILESTA 66+00 TO STA 79+00PP-6.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:36 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
50KIVETT DRIVE - SR 111360' PUBLIC R/WBLUE JAY DRIVE60' PUBLIC R/WV
I
C
K
R
E
Y

C
H
A
P
E
L

R
O
A
D

-

S
R

1
4
8
0
6
0
'

P
U
B
L
I
C

R
/W77+0078+0079+0080+00 81+00 82+00 83+00
8
4
+
0
0
8
5
+
0
0
86+0087+008
8
+
0
0
89+0090+0091+009
2
+
0
0
9
3
+
0
0
9
4
+
0
0 1011STA 79+9318" 90° BEND, MJSTA 87+7218" 90° BEND, MJSTA 88+3518" 90° BEND, MJB-13STA 79+93B-14STA 91+21STA 85+7418" 90° BEND, MJSTA 91+2018" 90° BEND, MJSTA 83+82INSTALL:1-2" CAVTYPE BSTA 87+57INSTALL:1-2" CAVTYPE A18" EPOXY LINEDDI FM, CL35030' SSE10' PERMANENTEASEMENT10' TCE3
0
'

S
S
E
1
0
'

T
C
E
3
0
'

S
S
EPINECROFT-SEDGEFIELDFIRE DISTRICT INCDB 3308 PG 684PB 73, PG. 8PIN 7830-36-98775342 VICKREYCHAPEL RDVICKERY METHODISTCHURCHDB 1768 PG 475PIN 7830-36-95645348 VICKREY CHAPEL RDMICHELE A, SELFRUFUS DAVID SELFDB 7924 PG 2946LOT 3 PB 28, PG. 44PIN 7830-47-32735331 VICKREY CHAPEL RDTERRI M. HOLTONCAMERON& MARTHA J. HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRINTERMITTENT STREAM20' SSE3
0
'

S
S
E
1
0
'

T
C
E D. H. GRIFFIN JRDB 8220 PG 2180& PB 73, PG. 8PIN 7830-37-92875330 VICKREY CHAPEL RDD. H. GRIFFIN JRDB 8220 PG 2118PIN 7830-37-92875330 VICKREY CHAPEL RDWETLANDPP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1STA 79+4518" 11.25° BEND, MJ12" RCP800.17'800.71'EX. CHAIN LINK FENCEEX. CHAIN LINK FENCETEMPORARY WETLANDCROSSING (SEE DETAIL3/ER-11)TEMPORARY STREAMCROSSING (SEE DETAIL605/ER-9)MATCH LINE STA 79+00
MATCH LINE STA 92+0077578078579079580080581081582082577578078579079580080581081582082579+0080+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+0091+0092+00TYPE B
(DETAIL 2/DT-5)
STA 87+57
1- 2" CAV ASSEMBLY
STA 83+821- 2" CAV ASSEMBLY
TYPE A
(DETAIL 2/DT-5)
SLOPE UP
SL
O
P
E

U
P SLOPE UPSLOPE UPBEGIN RJ STA 79+21
BEGIN RJ STA 85+03
BEGIN RJ STA 87+01
BEGIN RJ STA 90+50
END RJ STA 81+00
END RJ STA 86+50
END RJ STA 88+43
END RJ STA 91+97 EXISTING GROUND18" EPOXY LINEDDI FM, CL3504' MINCOVERSTREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-10CIVILPLAN AND PROFILESTA 79+00 TO STA 92+00PP-7.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:38 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg CV-PLAN-SHTS01.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
43SHORTLEAF DRIVE60' PUBLIC R/WVICKREY CHAPEL ROAD - SR 148060' PUBLIC R/WBLUE JAY DRIVE60' PUBLIC R/WVICKREY CHAPEL ROAD - SR 148010' SSE10' SSECHARLES HOWARDCROSSRUBY S CROSSDB 7664 PG 1159PB 56, PG. 13PIN 7830-48-61435323 VICKREY CHAPEL RDJEFFREY P. TRAYNHAM JRFRANCES W. TRAYNHAMDB 1994, PG. 14PIN 7830-48-04685312 VICKREY CHAPEL RDFRANCES W. TRAYNHAMWILL 90E, PG 1597PIN 7830-38-32805318 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDB 6927 PG 986PIN 7830-47-09885324 VICKREY CHAPEL RDDAVID H.GRIFFIN JRDONNA P.GRIFFINDB 6852 PG2014PIN7830-37-25135323VICKREYCHAPEL RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 8062 PG 471PIN 7830-47-07045326 VICKREY CHAPEL RDMARVIN T. BINGHAMMELANIE P. BINGHAMDB 4547 PG 391PB 56, PG. 13PIN 7830-47-77005327 VICKREY CHAPEL RDJULIAN E. KINGLORI B. KINGDB 4117 PG 1912LOTS 1&2 PB 28, PG. 44PIN 7830-47-34745329 VICKREY CHAPEL RDMICHELE A, SELFRUFUS DAVID SELFDB 7924 PG 2946LOT 3 PB 28, PG. 44PIN 7830-47-32735331 VICKREY CHAPEL RDNO DEED REFERENCELOT 4 PB 28, PG. 445333 VICKREY CHAPEL RDB-15STA 100+0310' SSE799.01'15" RCP795.84'797.17'12" RCP797.20'797.83'12" RCP800.02'800.47'12" RCP800.17'800.71'EX. 12" PVC FM11D. H. GRIFFIN JRDB 8220 PG 2118PIN 7830-37-92875330 VICKREY CHAPEL RD12D. H. GRIFFIN JRDB 8221 PG 1235PIN 7830-47-05055328 VICKREY CHAPEL RD1314151692+0093+0094+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+0018" EPOXY LINEDDI FM, CL350PP, TYP.SEE NOTE 1PRESERVE TREE AND SHRUBPP, TYP.SEE NOTE 1MATCH LINE STA 92+00
MATCH LINE STA 105+0077578078579079580080581081582082577578078579079580080581081582082592+0093+0094+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+004' MINCOVERSLOPE UPSLOPE UPEXISTING GROUND18" EPOXY LINEDDI FM, CL350CIVILPLAN AND PROFILESTA 92+00 TO STA 105+00PP-8.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 11:57 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwg CV-PLAN-SHTS02.dwg
Last Saved: 8/20/2020 11:25 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
OHWOHWOHW4243RIVER ROAD60' PUBLIC R/WNCSR 1144VICKREY CHAPEL ROAD - SR 148064' PUBLIC R/W10' SSE10' SSEDAVID H. GRIFFIN JRDB 6229 PG 252PIN 7830-48-08245394 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 6440 PG 163PB 105, PG. 66PIN 7830-48-59445301 VICKREY CHAPEL RDSTEVEN A. WINSLOWTAMMIE J. WINSLOWDB 3977 PG 328PB 105, PG. 66PIN 7830-48-28975305 VICKREY CHAPEL RDSTEVEN A. WINSLOWTAMMIE J. WINSLOWDB 6436 PG 2022PB 105, PG. 66PIN 7830-48-45875315 VICKREY CHAPEL RDJEFFREY P. TRAYNHAM JRFRANCES W. TRAYNHAMDB 1994, PG. 14PIN 7830-48-04685312 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDB-16STA 111+21B-17STA 112+16REMOVE ANDRESET EX. 18" RCPSTA 112+60INSTALL:1-2" CAVTYPE AEX. ARV ASSEMBLY18" RCP795.36'796.84'15" CMP806.52'807.18'15" CMP806.37'807.36'12" DIP811.88'811.56'15" RCP809.41'15" RCP807.94'18"RCP796.90'797.44'12" RCP798.89'799.01'171819REMOVE ANDREPLACE EX. 15" CMPEX. 12" PVC FMREMOVE ANDREPLACE EX. 12" RCPREMOVE ANDREPLACE EX. 15" RCP105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00REMOVE ANDRESET EX. 18" RCP18" EPOXY LINEDDI FM, CL350PP, TYP.SEE NOTE 1PRESERVE MAGNOLIA TREETREE/SHRUB TO BEPERMANENTLY REMOVED, TYP.PP, TYP.SEE NOTE 1MATCH LINE STA 105+00MATCH LINE STA 118+00775780785790795800805810815820825
775780785790795800805810815820825105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00TYPE A
(DETAIL 1/DT-5)RIVER ROAD60' RIGHT-OF-WAY4' MIN
COVER
EOP
EOPSLOPE UPSLOPE UPSLOPE UP
STA 112+60
1- 2" CAV ASSEMBLY
STA 107+3718" EXISITNG SOTRM DRAIN
STA 117+79
18" EXISITNG STORM DRAINEXISTING GROUND18" EPOXY LINEDDI FM, CL350EX. 15" RCPCIVILPLAN AND PROFILESTA 105+00 TO STA 118+00PP-9.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:15 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwg CV-PLAN-SHTS02.dwg
Last Saved: 8/20/2020 11:25 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
OHWOHWVICKREY CHAPEL ROAD - SR 148060' PUBLIC R/W10' SSEDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDADONNA P. GRIFFINPIN 7831-30-3614B-18STA 121+91STA 132+1318" 90° BEND, MJ10' SSEREMOVE AND RESET 15" RCPSTA 123+64INSTALL:1-2" CAVTYPE AEX. ARV ASSEMBLY15" RCP800.08'801.09'12" RCP801.59'801.96'15" CMP802.44'802.08'19EX. 12" PVC FMREMOVE ANDREPLACE EX. 15" CMPSTA 128+4918" 45° BEND, MJSTA 128+6218" 45° BEND, MJSTA 129+0118" 45° BEND, MJSTA 129+1318" 45° BEND, MJ118+00119+00120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00131+0018" EPOXY LINEDDI FM, CL350PP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1MATCH LINE STA 118+00MATCH LINE STA 131+00775780785790795800805810815820825775780785790795800805810815820825118+00119+00120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00131+00TYPE A
(DETAIL 2/DT-5)
4' MINCOVER
STA 123+64
1- 2" CAV ASSEMBLYSLOPE UPSLOPE UPSLOPE UPSTA 125+52
15" EXISITNG STORM DRAIN
BEGIN RJ STA 128+19
END RJ STA 129+43 EXISTING GROUND18" EPOXY LINEDDI FM, CL350CIVILPLAN AND PROFILESTA 118+00 TO STA 131+00PP-10.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:13 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwg CV-PLAN-SHTS02.dwg
Last Saved: 8/20/2020 11:25 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
POSTPOSTPOSTPOSTEMOHWOHWOHWOHWSSSSSSSSSSSSSS3637POPPLETON LANE60' PUBLIC R/W(PB 55 PG 20)BISBEE DRIVE - SR 402760' PUBLIC R/WVICKREY
CHAPE
L
ROAD

-
SR

1
4
8
0
6
0
'
PUB
L
IC
R
/W10' TCE2
0
'

S
S
E15' SSEJELENA VUKMIROVICMILAN VUKMIROVICDB 7302 PG 1251HERBERT C. WATSONBETTY D. WATSONDB 3685 PG 1215LOT 11 - PB 38, PG. 9PIN 7831-41-09685015 BISBEE DRDELORIES C. WILLIARDNO DEED REFERENCEFOUNDLOT 9 - PB 38, PG. 9PIN 7831-42-22725012 BISBEE DRMARY C. PATNAUDDB 2807 PG 248LOT 10 - PB 38, PG. 9PIN 7831-42-12125014 BISBEE DRJAMES S. GOLLEHONCYNTHIA M. GOLLEHONDB 2762 PG 774LOT 1 - PB 36, PG. 6PIN 7831-32-91345115 VICKREY CHAPEL RDKAREN A. DAVISDB 6664 PG 2830PIN 7831-31-78715204 VICKREY CHAPEL RDGEORGE A. CROOKER JRBERNADETTE M.CROOKERDB 3670 PG 660PB 74, PG. 5PIN 7831-41-07595205 VICKREY CHAPEL RDPEGGY M. LEONARDTRUSTDB 6167 PG 110PB 55, PG. 20PIN 7831-31-85245212 VICKREY CHAPEL RDKELLY OREN PATTONFAYE W. JOYCE PATTONDB 3527 PG 297PIN 7831-31-83615214 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDB-19STA 132+07STA 143+2718" 22.50° BEND, MJSTA 132+1318" 90° BEND, MJSTA 141+5318" 45° BEND, MJ10' SSE20' SSESTA 135+15INSTALL:1-2" CAVTYPE ASTA 145+32INSTALL:1-2" CAVTYPE A10' TCESTA 132+7018" 90° BEND, MJB-20STA 132+64779.94'15" RCP779.28'TOC: 790.38'OUT(SE):786.76'TOC: 789.29'IN(NW): 785.98'OUT(SE): 785.88'12"

R
C
P12" RCP784.98'TOP:793.42'IN(NW): 789.00'OUT(SE):789.03'1
5
"
R
C
PTOP:793.42'IN(NW): 788.36'IN(SE): 789.02'OUT(W):788.12'15" RCP792.87'15" RCP790.74'12" RCP792.30'793.93'12" RCP795.59'796.16'15" RCP797.58'797.77'EX SMHRIM: 793.94'IN (W): 780.54'IN(N): 780.14'OUT(E): 780.04'RIM: 792.37'IN(SW): 783.48'OUT(NW): 781.76'8" VCP18"RCP772.91'777.06'1919222123STA 129+0118" 45° BEND, MJSTA 129+1318" 45° BEND, MJEX. 12" PVC FM130+00131+00132+00133+00134+00135+00136+001
3
7
+
0
0
138+00
1
3
9
+
0
0
1
4
0
+
0
0
141+00142+00143+00144+00145+00 STA 140+7018" 44.94° BEND, MJCALEDONIA ENTERPRISESLLCDB 4315 PG 420PIN 7831-51-15715207 VICKREY CHAPEL RD202018" EPOXY LINEDDI FM, CL350EX FENCE TO BEREMOVED BY OTHERSPP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1PP, TYP.SEE NOTE 1TREE/SHRUB TO BEPERMANENTLY REMOVEDRESTORE RIPRAPDISTURBED DURINGCONSTRUCTIONPRESERVEEX SEPTICAREAMATCH LINE STA 131+00MATCH LINE STA 144+00765770775780785790795800805810815765770775780785790795800805810815131+00132+00133+00134+00135+00136+00137+00138+00139+00140+00141+00142+00143+00144+00STA 132+5212" HDPE Pipe VICKERYCHAPEL RD60'RIGHT-OF-WAY4' MINCOVER41 LF 30" CASINGVIA JACK & BORE18"MIN EOPEOPSLOPE UPSLOPE UPSLOPE UPSLOPE UPSTA 135+151- 2" CAV ASSEMBLYTYPE A(DETAIL 2/DT-5)1:11:1STA 132+20STA 132+61BEGIN RJ STA 131+42
BEGIN RJ STA 140+30
BEGIN RJ STA 143+01
END RJ STA 143+31
END RJ STA 142+00
END RJ STA 141+72
END RJ STA 133+41 EXISTING GROUND18" EPOXY LINEDDI FM, CL350CIVILPLAN AND PROFILESTA 131+00 TO STA 144+00PP-11.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:11 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwg CV-PLAN-SHTS02.dwg
Last Saved: 8/20/2020 11:25 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
TANK VALTVPEDOHWOHWOHWCATVCATVOHWOHWOHWOHWOHWOHWOHWOHW15.0'15.0'15.0'SSSSWINTHROP DRIVE
60' PUBLIC R/W
(PB 38 PG 9)
WINTHROP DRIVE
60' PUBLIC R/W
(PB 38 PG 9)
OVERLEA DRIVE60' PUBLIC R/W(PB 38 PG 9)BISBEE DRIVE - SR 4027BISBEE DRIVE - SR 402760' PUBLIC R/WBISBEE DRIVE - SR 402760' PUBLIC R/W20' SSE
20' SSE
CATHERINE E. MEADOWSDAVID B. MEADOWSDB 7214 PG 1856LOT59 - PB 105, PG. 26PIN 7831-51-39264915 BISBEE DRGINA MCDOWELLBRIAN J. OWENDB 8106 PG 207LOT 60 - PB 105, PG. 26PIN 7831-51-19464917 BISBEE DRJAMES MARTIN PARSONSHOLLY S. PARSONSDB 6620 PG 1617LOT 20 - PB 38. PG. 9PIN 7831-52-11885000 BISBEE DRCHARLES R. MUSTAINDIANNE L. MUSTAINDB 4615 PG 600LOT 33 - PB 38. PG. 9PIN 7831-42-92535002 BISBEE DRMARY LOUISE MANERSIRREVOCABLE RESIDENCETRUSTDB 7228 PG 2879LOT 32 - PB 38. PG. 9PIN 7831-42-82335004 BISBEE DRROBERT D. HAWKS JRPAMELA M. HAWKSDB 4481 PG 369LOT 31 - PB 38. PG. 9PIN 7831-42-72135006 BISBEE DREDWARD WESLEY WHITEELIZABETH L. WHITEDB 3365 PG 1123LOT 30 - PB 38. PG. 9PIN 7831-42-52935008 BISBEE DRDO V. VOBILLIE J. VODB 8190 PG 1231LOT 30 - PB 38. PG. 9PIN 7831-42-52935010 BISBEE DRGAIL M HOLLANDREVOCABLE TRUSTDB 6672 PG 2991LOTS 15&16 - PB 38, PG. 9PIN 7831-41-89875003 BISBEE DRDOUGLAS L. TAYLORJENNIFER H. TAYLORDB 4503 PG 256LOT 14 - PB 38, PG. 9PIN 7831-41-69975007 BISBEE DRRICK A. DILLONMARY C. DILLONDB 4604 PG 731LOT 13 - PB 38, PG. 9PIN 7831-41-59485009 BISBEE DRJELENA VUKMIROVICMILAN VUKMIROVICDB 7302 PG 1251LOT 12 - PB 38, PG. 9PIN 7831-41-39385011 BISBEE DRDELORIES C. WILLIARDNO DEED REFERENCEFOUNDLOT 9 - PB 38, PG. 9PIN 7831-42-22725012 BISBEE DR20' SSE STA 145+32INSTALL:1-2" CAVTYPE ATEMPORARY STREAMCROSSING (SEE DETAIL605/ER-10)15"RCP755.52'757.14'15"RCP760.29'TOP: 782.64'IN(W): 780.96'OUT(E):780.87'15" RCP781.54'782.08'15" RCP782.71'784.13'15" RCP784.25'779.94'TOP: 765.96'IN(W): 765.17'OUT(E): 763.44'TOP:770.16'IN(W): 767.81'OUT(E):767.25'TOP: 774.02'IN(W): 770.71'OUT(E): 770.55'TOP: 776.14'IN(E): 772.88'OUT(W):772.66'15" RCP15" RCP725.64'B-21STA 157+87ENDNOTFOUND18" RCP779.37'EX. 15' UTILITYEASEMENTPB 105, PG. 26EX. 12" FM SANITARY SEWER15" RCPCONCRETE SIDEWALKSEE NOTE 3EX. SANITARY SEWER232425272826WILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DR29STA 147+00INSTALL:1-2" CAVTYPE ASTA 152+24INSTALL:1-2" CAVTYPE AEX. 12"FM (TYP)144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00155+00156+00157+00EX. 12" PVC FM18" EPOXY LINEDDI FM, CL350RESET LAMP POST ATTHE BACK OF EASEMENTEX FENCE TO BEREMOVED BY OTHERSRELOCATE POWER POLESEE NOTE 2PP, TYP.SEE NOTE 1TREE/SHRUB TO BEPERMANENTLY REMOVEDPP, TYP.SEE NOTE 1PRESERVETREE/SHRUBTREE/SHRUB TO BEPERMANENTLY REMOVEDPRESERVE STONECOLUMNS IN ROWPRESERVE 3CRAPE MYRTLETREES NEXTTO ROWDRIVEWAY REPAIRSEE NOTE 4TANK TO BEREMOVED BYOTHERSMATCH LINE STA 144+00MATCH LINE STA 156+95750755760765770775780785790795800750755760765770775780785790795800144+00145+00146+00147+00148+00149+00150+00151+00730735740745750755760765770775780730735740745750755760765770775780151+00152+00153+00154+00155+00156+00157+00TYPE A(DETAIL 1/DT-5)
4' MIN
COVER
4' MIN
COVER
TYPE A(DETAIL 1/DT-5)
TYPE A
(DETAIL 1/DT-5)SLOPE UPSLOPE UPSLOPE UPSLOPE UPSLOPE UPSTA 145+421- 2" CAV ASSEMBLYSTA 147+111- 2" CAV ASSEMBLY
STA 152+24
1- 2" CAV ASSEMBLYEXISTING GROUNDEXISTING GROUND18" EPOXY LINEDDI FM, CL35018" EPOXY LINEDDI FM, CL350CIVILPLAN AND PROFILESTA 144+00 TO STA 157+00PP-12.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:09 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwg CV-PLAN-SHTS02.dwg
Last Saved: 8/20/2020 11:25 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.NOTES:
FW FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW TPEDTVPEDTPEDTVPEDTANK VALTVPEDSSSSSSSSSSSSSSSSSSSSSSOHWOHWTTCATVCATVCAT
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0
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5
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0
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T
E

8
5
CONTROLLED
A
C
C
E
S
S

R
/
W
(PB 177 PG 10
0
)BISBEE DRIVE - SR 402760' PUBLIC R/W30' UTILITY &ACCESS EASEMENT -PB 105, PG. 263
0
'

E
X
I
S
T
I
N
G
E
A
S
E
M
E
N
T
10' PERMANENTEASEMENT
CITY OF HIGH POINTDB 3761, PG. 475TRACT B - PB 105, PG. 26PIN 7831-61-26274903 BISBEE DRRICHARD D. HOOKS &AMANDA M. LOFTISDB 7248 PG 1116LOT 55 - PB 105, PG. 26PIN 7831-61-29224901 BISBEE DRCHARLES W. MILLER JR.NORA ELLEN MILLERTHE CHARLES AND NORAMILLER LIVING TRUSTDB 8017 PG 1837LOT 56 - PB 177. PG. 100PIN 7831-61-09724907 BISBEE DRCHARLES W. MILLERNORA E. MILLERDB 5420 PG 711LOT 57 - PB 105, PG. 26PIN 7831-51-99714907 BISBEE DRBOBBY LEE CRUTCHFIELDJRJAMES L. KENTDB 6798 PG 1131LOT 58 - PB 105, PG. 26PIN 7831-51-89254909 BISBEE DRWILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DRCATHERINE E. MEADOWSDAVID B. MEADOWSDB 7214 PG 1856LOT59 - PB 105, PG. 26PIN 7831-51-39264915 BISBEE DRGINA MCDOWELLBRIAN J. OWENDB 8106 PG 207MICHAEL TYRON GREENDAVINA EARLENE GREENDB 6904 PG 3025LOT 15 - PB 105, PG. 26PIN 7831-52-91285044 TAMARACK DRWILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DRMES MARTIN PARSONSCALEDONIA ENTERPRISESLLCDB 4315 PG 420PIN 7831-51-15715207 VICKREY CHAPEL RDB-22STA 161+73B-23STA 158+1118" 22.50° BEND, MJSTA 160+9618" 22.50° BEND, MJSTA 161+8418" 11.25° BEND, MJ20' SSE
EX 30' EASEMENT STA 159+27INSTALL:1-2" CAVTYPE BTEMPORARY STREAMCROSSING (SEE DETAIL605/ER-10)REDDICKS CREEK(PERENNIAL)EX. ARV ASSEMBLY15"RCP755.52'15" CMP741.84'741.26'713.20
'18" RCP747.15'8" VCP RIM: 739.40'IN(E): 723.25'IN(N): 721.80'OUT(SE): 721.70'12" VCP12" VCP8"
VCP726.77'726.24'725.64'726.94'726.75'726.67'B-21STA 157+87RIM: 734.17'IN(NW):721.07'OUT(SE):721.07'43' SSEEX. 15' UTILITYEASEMENTPB 105, PG. 26EX. SANITARY SEWER2728WILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DR29293031EX. 12"FM (TYP)STA 157+5518" 11.25° BEND, MJEX. 12" PVC FM (TYP)EX. 12"FM (TYP)STA 158+8018" 22.50° BEND, MJSTA 159+1718" 45° BEND, MJ165+42154+00155+00156+00157+00158+00159+00160+00161+00162+00163+00164+00165
+
0
0TREE/SHRUB TO BEPERMANENTLY REMOVED,TYP.18" EPOXY LINEDDI FM, CL350EX. SANITARY SEWERSTA 163+87LIMIT OF FORCEMAIN WORK.CONNECT TOLIFT STATION PIPEAT PROPERTY LINE(SEE SHEET C-2 AND C-3)PP, TYP.SEE NOTE 1TREE/SHRUB TO BEPERMANENTLY REMOVED25' WELL BUFFERTANK TO BEREMOVED BYOTHERSMATCH LINE STA 156+953' MINCOVER705710715720 725730735740745750755705710715720725730735740745750755157+00158+00159+00160+00161+00162+00163+00164+00165+00TYPE B
(DETAIL 2/DT-5)
STA 159+0712" EXISTING SS
4' MINCOVER40 LF CONCRETEENCASEMENTLIMIT OF PIPING WORKLIMIT OF PUMPSTATION WORKSLOPE UPSLOPE UPSLOPE UPSLOPE UPSTA 158+05STA 158+44 STA 159+37
1- 2" CAV ASSEMBLY
BEGIN RJ STA 157+38BEGIN RJ STA 157+85
BEGIN RJ STA 160+71
BEGIN RJ STA 161+59
END RJ STA 157+52
END RJ STA 159+37
END RJ STA 161+01
END RJ STA 161+89 STREAM BANKSTABILIZATION, TYP.SEE DETAIL 7/ ER-10EXISTING GROUND18" EPOXY LINEDDI FM, CL350STA 163+87LIMIT OF FORCEMAIN WORK.CONNECT TOLIFT STATION PIPEAT PROPERTY LINE(SEE SHEET C-2 AND C-3)CIVILPLAN AND PROFILESTA 157+00 TO ENDPP-13.MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:07 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwg CV-PLAN-SHTS02.dwg
Last Saved: 8/20/2020 11:25 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-PLAN-SHTS02.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCAUTION!!!EXISTING UNDERGROUND ANDOVERHEAD UTILITIES IN THEAREA. CALL NC 811 A MIN. OF 3DAYS PRIOR TO EXCAVATION.
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 8/20/2020 10:27 PM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DEMO.dwg CV-LS-DEMO.dwgLast Saved: 8/14/2020 11:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DEMO.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAINCIVILEXISTING PUMP STATION DEMOLITION PLANC-1
.MHLSGB.SPH
F
W
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
SS
SS
SS
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SS SSSSSSOHWOHWOHWOHWE IPF 0.5 0.2BGIRF W CAP 0.15AGIRF
IPF 0.5 0.2AGIRF
0+001+001+07CIVIL.SITE PLANC-2
.MHLSGB.SPHSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 8/21/2020 2:03 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-BASE-LS-PL.dwg CV-BASE-LS-PL.dwgLast Saved: 8/21/2020 2:02 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-BASE-LS-PL.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAIN
715
720
725
730
735
740
745
715
720
725
730
735
740
745
163+50 164+00 165+00 166+00STA 164+9618" 45° BEND, MJSTA 165+0818" 45° BEND, MJSTA 165+3418" 45° BEND, MJSTA 164+26
18" EX. SS
STA 163+87
CONNECT TO
LIFT STATION PIPE
AT PROPERTY LINE
(SEE SHEET PP-13)
EXISTING GROUND
CONNECTION TO VALVE VAULT,SEE SHEET C-4 FOR CONTINUATION
VALVE VAULT
100-YR FLOOD EL 737.00±
500-YR FLOOD EL 740.00±
715
720
725
730
735
740
745
715
720
725
730
735
740
745
163+50 164+00 165+00 166+00STA 164+9618" 45° BEND, MJSTA 165+0818" 45° BEND, MJSTA 165+3418" 45° BEND, MJSTA 164+26
18" EX. SS
STA 163+87
CONNECT TO
LIFT STATION PIPE
AT PROPERTY LINE
(SEE SHEET PP-13)
EXISTING GROUND
CONNECTION TO VALVE VAULT,SEE SHEET C-4 FOR CONTINUATION
VALVE VAULT
100-YR FLOOD EL 737.00±
500-YR FLOOD EL 740.00±
710
715
720
725
730
735
740
745
710
715
720
725
730
735
740
745
-0+50 0+00 1+00 2+00
VENTED OUTFALL MH
SEE DETAILS SHEET
DT-1
MH-A 5'Ø W/ VENTSTA 1+07RIM EL 733.0INV 721.72 IN WINV 721.51 OUT NEMH-B 5'ØSTA 0+14RIM EL 741.0INV 721.26 IN WINV 720.76 OUT NE12'Ø WET
WELL (SEE
SHEET C-4)
24" DIP PC 350
S=0.26%
30" DIP PC350
S=0.50%
100-YR FLOOD EL 737.00±
500-YR FLOOD EL 740.00±
INV 720.71FACE OF WALL
CIVIL.FORCE MAIN AND GRAVITY SEWER PROFILEC-3MHLSGB .SPHSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 8/20/2020 10:11 PM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-PROF.dwg CV-LS-PROF.dwgLast Saved: 8/20/2020 3:56 PM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-PROF.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAIN
CIVIL.PUMP STATION PLAN & SECTIONC-4
.MHLSGB.SPHSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 8/21/2020 1:53 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-PLAN.dwg CV-LS-PLAN.dwgLast Saved: 8/21/2020 1:50 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-PLAN.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAIN
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAINPlot Date: 8/20/2020 10:46 PM Plot By: 02876 Filename: N:\ARC\Ar-Hpt-Gn-Abrv.dwg Ar-Hpt-Gn-Abrv.dwgLast Saved: 5/29/2020 7:01 PM Saved By: pkjFilename: N:\ARC\Ar-Hpt-Gn-Abrv.dwgACAD Rel: 23.0s (LMS Tech)531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFOR PERMITTING
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/20/2020 10:47 PM Plot By: 02876 Filename: N:\ARC\Ar-Hpt-Pl-Flor.dwg Ar-Hpt-Pl-Flor.dwg
Last Saved: 6/8/2020 3:51 PM Saved By: rmFilename: N:\ARC\Ar-Hpt-Pl-Flor.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COMFOR PERMITTING
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E-1.dwg E-1 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-1.dwgELECTRICAL LEGEND I E-1 HINGED LIGHT POLE & BASE
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E-2.dwg E-2 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-2.dwgELECTRICAL LEGEND II E-2
FW
FWSSSSSS OHWOHWE
OHW0 5 10 20 30
1"=10'-0"
NORTH
SCALE:
1
E-3
ELECTRICAL SITE PLAN
1" = 10'-0"
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E3-E5.dwg E-3 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-3.dwg ELECTRICAL SITE PLAN E-3
NEW SECURITY FENCE
PROPOSED GENERATOR PAD
DUCTBANK BETWEEN GENERATOR
AND PULLBOX. SEE SECTION A-A'.
PROPOSED VALVE VAULT
DUCTBANK TO PUMP MOTORS
AND TRANSMITTER/FLOATS.
SEE SECTION B-B'.PROPOSED WETWELL
PROPOSED SEWER
PROPOSED SEWER MANHOLE
EXISTING ELECTRICAL BUILDING
SEE 1/E-5 FOR ELECTRICAL BUILDING
DEMOLITION PLAN AND 2/E-5 FOR
ELECTRICAL BUILDING PLAN
A A'
C
C'
B
B'
DUCTBANK BETWEEN NEW DUKE
POWER POLE AND CT CABINET.
SEE SECTION C-C'.
NEW DUKE ENERGY POWER POLE
WITH OVERHEAD TRANSFORMER BANK
4
11
12
11
12
4
E
E'JBSEE JB MOUNT DETAIL 4/E-3
NEW CT CABINET
SEE SHEET E-5
13
GEN PB ANTENNA
FM PB
HVAC
HVAC DS
SWB
D

M
LP-1 DS
LP-2 DS
JIB CRANE DS
21 WELL PB
D
D'
SEE SECTION B3-B3'
SEE SECTION B1-B1'
WELL PUMP MOTOR
JIB CRANE
MOTOR
9
20
6" ALUMINUM CHANNEL
LENGTH & NO. AS REQ'D
(4) 1/2"Ø S.S.
CONC FASTENER
12"x12"x3/8" MIN.
ALUMINUM PLATE
(TYP OF 2)
4" SQ ALUMINUM CAP
(TYP OF 2)
72"x4" SQ ALUMINUM
POST
(TYP OF 2)
1/2" 304 S.S.
THRU BOLT (TYP)
CONC FASTENER
PLATE (3/4" THK MIN.)
CONC SLAB
FULL PENETRATION
BUTT WELD (TYP)
30A DISCONNECT
SWITCH
NEMA 3R
1 1/4" (TYP)1 1/4" (TYP)PULLBOX
30"2-4" RGS
PVC TO RGS
COUPLING
2-4" SCHEDULE
40 PVC SWITCHBOARD MGROUND
SCALE:
2
E-3
DS MOUNTING DETAIL
N.T.S.NOTE: ALL HARDWARE SHALL BE 304 SS.
SCALE:
5
E-3
SECTION E-E'
N.T.S.
SECTION B - B'SECTION A - A' & C - C'
ONE (1) 1" SCHEDULE 40 CONDUIT
FROM 30A JIB CRANE DS TO JIB CRANE MOTOR.
TWO (2) TOTAL 1" SCHEDULE 40 CONDUIT
FROM FM PULLBOX TO FLOW METER.
ONE (1) 2" SCHEDULE 40 CONDUIT
FROM PLC 1000 PULLBOX TO FLOATS.
QTY: 2 OF TWISTED SHIELD PAIR #16AWG CABLES
FOR FUTURE USE) TO LEVEL TRANSMITTER
QTY: 19 OF STRANDED #16AWG CABLES TO FLOATS.
(INCLUDING 3 SPARE CABLES + 1 GROUND)
ONE (1) 2" SCHEDULE 40 CONDUIT FOR PNEUMATIC LINE
FROM PLC 1000 PULLBOX TO BUBBLER SYSTEM
TWO (2) TOTAL 2" SCHEDULE 40 CONDUITS
FROM DS LP-1 & DS LP-2 TO PUMP MOTORS.
1
5
6 7
NOTE:
1. 6" LOOSE LIFT OF SW, SP AS
DETERMINED BY ASTM D 2487;
COMPACT TO 95% MAX. DENSITY
AS DETERMINED BY ASTM D 1557,
PROCEDURE C.
SCALE:
3
E-3
DUCTBANK DETAIL - DIRECT BURIED
N.T.S.
9
14
15
16
3
SECTION B2 - B2'
ONE (1) 1" SCHEDULE 40
CONDUIT FROM 30A JIB CRANE
DS TO JIB CRANE MOTOR.
1
SECTION B3 - B3'
TWO (2) 1" SCHEDULE 40
CONDUIT FROM FM PB TO
FLOW METER
3
SECTION B1 - B1'
ONE (1) 2" SCHEDULE 40 CONDUITFROM PLC 1000 PULLBOX TO FLOATSVIA JUNCTION BOX PLC 1000 JBQTY: 2 OF TWISTED SHIELD PAIR #16AWG CABLES(FOR FUTURE USE) TO LEVEL TRANSMITTERQTY: 19 OF STRANDED #16AWG CABLES TO FLOATS.(INCLUDING 3 SPARE CABLES + 1 GROUND)ONE (1) 2" SCHEDULE 40 CONDUIT FOR PNEUMATIC LINEFROM PLC 1000 PULLBOX TO BUBBLER SYSTEMVIA JUNCTION BOX PLC 1000 JBTWO (2) TOTAL 2" SCHEDULE 40 CONDUITSFROM DS LP-1 & DS LP-2 TO PUMP MOTORS VIA EACHJUNCTION BOX LP-1 (FOR CONDUIT #7) & LP-2 (FOR CONDUIT #6)AT WET WELL OUTSIDE THE WELL
5
6 7
4
17
LA-16,1819
LA-16,18
19
17
18
19
18
4" SQ ALUMINUM CAP
(TYP OF 2)
72"x4" SQ ALUMINUM
POST
(TYP OF 2)
1/2" 304 S.S.
THRU BOLT (TYP)
CONC FASTENER
PLATE (3/4" THK MIN.)
CONC SLAB
FULL PENETRATION
BUTT WELD (TYP)
JUNCTION BOX
FOR PUMP MOTOR
LP-1 & LP-2 NEMA 3R
SCALE:
4
E-3
JUNCTION BOX MOUNTING DETAIL
N.T.S NOTE: ALL HARDWARE SHALL BE 304 STAINLESS STEEL.
WELL DS
1. COORDINATE ROUTING OF UNDERGROUND DUCTBANK WITH ALL NEW AND EXISTINGUTILITIES. REFER TO CIVIL DRAWINGS.
2. CONTRACT WITH A LOCATOR SERVICE TO MARK THE LOCATION OF ALL EXISTINGUNDERGROUND UTILITIES PRIOR TO EXCAVATION.
3. OUTDOOR CONDUIT SHALL BE PVC BELOW GRADE AND PVC COATED GALVANIZED STEELABOVE GRADE.
2-4” PVC CONDUITS RUN FROM THE CT CABINET TO WITHIN 5’ OF THE NEW POWER POLE.THE CONDUITS NEED TO HAVE A PULL STRING．THE DUCTBANK FOR WELL PUMP MOTORSHALL BE 10' APART FROM THAT FOR UTILITY DUKE ENERGY POWER. SEE SHEET 3/E-5 FORCONDUITS LOCATION AT CT CABINET.
5. PROVIDE ALL REQUIRED CUTTING, PATCHING, EXCAVATION, COMPACTION, AND PATCHINGFOR INSTALLATION OF UNDERGROUND RACEWAYS AND UTILITY SERVICES.
6. BACKFILL ALL TRENCHES (INCLUDING THOSE FOR UTILITY SERVICES) WITH STRUCTURALBACKFILL OR GRAVEL BORROW PER NCDOT STANDARDS.
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COORDINATION WITH THE SERVINGUTILITY COMPANIES INCLUDING COMPLETING AND SUBMITTING ALL NECESSARYAPPLICATIONS FOR SERVICE.
8. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS.
THE AREA CLASSIFICATION FOR THE PUMP STATION IN THE WETWELL AND WELL PUMPLOCATIONS WILL BE CLASS I, DIV I PER NFPA 820 TABLE 4.2 ROW 16 LINE a. SEE SHEET 3/E-4.
10. CONTRACTOR TO MOUNT A 1/2" STAINLESS STEEL DIP TUBE TO THE SIDE OF THE WELL TO ADEPTH OF 1' ABOVE THE WELL FLOOR. THE DIP TUBE MUST TERMINATED WITH A "T" FITTINGAND REDUCERS TO ACCOMMODATE TWO 1/4" PLASTIC TUBBING. ALL FITTINGS AND JOINTSMUST BE MADE WITH SWAGELOCK FITTINGS TO ASSURE ZERO LEAKAGE.
THE NEW POWER POLE LOCATION IS DIAGRAMMATIC. CONTRACTOR SHALL COORDINATEWITH DUKE ENERGY AND CITY OF HIGH POINT FOR THE EXACT LOCATION BEFORE STARTWORKING ON DUCTBANK BETWEEN CT CABINET AND POWER POLE.
PROVIDE AND INSTALL A NEMA 3R 36"H x 30"W x 12"D PULLBOX "GEN PB" FOR GENERATORMOUNTED AGAINST THE BUILDING EXTERIOR WALL. SEE SHEET 2/E-5.
PROVIDE AND INSTALL A NEMA 3R 18"H x 8"W x 6"D PULLBOX "PLC 1000 PB" FOR PLC 1000MOUNTED AGAINST THE BUILDING EXTERIOR WALL. SEE SHEET 2/E-5.
PROVIDE AND INSTALL A NEMA 3R 400A PUMP MOTOR DISCONNECT SWITCH AGAINST THEBUILDING EXTERIOR WALL WITH DIMENSION 56"H x 23"W x 7"D. SEE SHEET 2/E-5.
PROVIDE AND INSTALL A NEMA 3R 30A JIB CRANE DISCONNECT SWITCH AGAINST THEBUILDING EXTERIOR WALL WITH DIMENSION 12"H x 8"W x 6"D. SEE SHEET 2/E-5.
PROVIDE AND INSTALL A NEMA 3R 30A WELL PUMP DISCONNECT SWITCH AT WELL PUMPWITH DIMENSION 12"H x 8"W x 6"D. SEE SHEET 2/E-5.
CONTRACTOR TO PROVIDE AND INSTALL (2) STAIRS WITH PLATFORM SETS ON EACH SIDE OFTHE GENERATOR SET PER NEC CODE FOR ACCESS TO GENERATOR CONTROLS ANDSERVICE.
PROVIDE AND INSTALL TWO NEMA 3R JUNCTION BOXES "LP-1 & LP-2 JB" WITH DIMENSTION16"H x 12"W x 6"D AND ONE NEMA 3R JUNCTION BOX "PLC 1000 JB" WITH DIMENSION 18"H x12"W x 4"D. THE MOUNTING HEIGHT OF THE JUNCTION BOXES WILL BE 3.5' ABOVE FINISHEDGRADE.
LIGHT POLE WILL BE LOCATED AT GENERATOR AND WET WELL WITH LIGHTING FIXTUREMODEL # MR1 LED 42C 530 40K SR2 240 RPA DF DNAXD AND POLE MODEL #RSAH 20 5CDM29ASBA. EACH LIGHT POLE REQUIRES PHOTOCELL WITH MANUAL SWITCH OVERRIDE.CONTRACTOR TO PROVIDE AND INSTALL A 2-POLE 240VAC BREAKER ON EXISTING PANEL LAON CIRCUIT 16,18 IN EXISTING ELECTRICAL BUILDING. SEE SHEET 2/E-5. THE NEW BREAKERSHALL BE COMPATIBLE WITH THE EXISTING PANEL, MATCH THE AIC RATING, AND MAINTAINTHE UL LISTING OF THE PANEL. SEE SHEET 1/E-1 FOR DETAIL.
PROVIDE AND INSTALL A NEMA 3R 8"H x 6"W x 4"D PULLBOX "WELL PB" FOR WELL PUMPMOTOR MOUNTED AGAINST THE BUILDING EXTERIOR WALL. SEE SHEET 2/E-5.
PROVIDE AND INSTALL A NEMA 3R 10"H x 6"W x 4"D FLOW METER PULLBOX "FM PB" MOUNTEDAGAINST THE BUILDING EXTERIOR WALL. SEE SHEET 2/E-5.
UNDERGROUND CONDUITS ENTERING THE WETWELL, WELL PUMP, FLOW METER, JIB CRANEAND EXISTING ELECTRICAL BUILDING SHALL BE SEALED IN ACCORDANCE WITH NEC 230.8AND 300.5 (G).
HVAC MANUFACTURE WILL BE BARD WITH MODEL #W60AC-C09XXXXXE.
REFER TO APPENDIX FOR FULL CITI SCOPE.
SHEET NOTES:
PLC 1000 JB LP-2 JB LP-1 JB
JUNCTION BOX
FOR FLOATS &
BUBBLER
NEMA 3R
20
21
4
3"3"3"3"3" PROPERLY
COMPACTED
SOIL
FINISHED GRADE
6" WIDE
WARNING
TAPE
15"15"TRENCH WALL
CLEAN SAND
BACKFILL
2-4" SCHEDULE
40 PVC
CONDUIT
3"3"3"115"15"SEE NOTE 13"3"3"3"3"4 5 615"15"7
3"3"3"SEE NOTE 1SEE NOTE 1 PROPERLY
COMPACTED
SOIL
FINISHED GRADE
6" WIDE
WARNING TAPE
TRENCH WALL
CLEAN SAND
BACKFILL
3-1" & 4-2"
SCHEDULE 40
PVC CONDUIT
PROPERLY
COMPACTED
SOIL
FINISHED GRADE
6" WIDE
WARNING TAPE
TRENCH WALL
CLEAN SAND
BACKFILL
4-2" SCHEDULE 40
PVC CONDUIT
PROPERLY
COMPACTED
SOIL
FINISHED GRADE
6" WIDE
WARNING TAPE
TRENCH WALL
CLEAN SAND
BACKFILL
1-1" SCHEDULE 40
PVC CONDUIT
2
SECTION D - D'
ONE (1) 1" SCHEDULE 40
CONDUIT FROM 30A WELL
PB TO WELL DS.
1
3"3"3"215"15"SEE NOTE 13"
2
3"
3
PROPERLY
COMPACTED
SOIL
FINISHED GRADE
6" WIDE
WARNING
TAPE
TRENCH WALL
CLEAN SAND
BACKFILL
2-1" SCHEDULE
40 PVC
CONDUIT
WELL DS
SEE DS MOUNT
DETAIL 2/E-3
16
FLOW METERB2'
B2 B3'
B3
PLC 1000 PB13
15
14
14
3"3"3"3"4 5 6
1
7
3"3"
2 3SEE NOTE 13"3"SEE SECTION B2-B2'15"15"22
22
9
22
23
BEACON VISIBLE ALARM
HORN AUDIBLE ALARM
24
24
24
23
168
G
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E-4.dwg E-4 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-4.dwgONE-LINE DIAGRAMSE-4SCALE:
2
E-4
ONE-LINE DIAGRAM
N.T.S.
UTILITY XFMR
480Y/277V, 3PH, 4W
DELTA-WYE
(BY DUKE ENERGY)
450KW/563KVA
STAND-BY GENERATOR
480Y/277V, 3PH, 4W
CUMMINS 450DFEJ
OR EQUAL
POWER
METER
2 SETS EACH
(4-500KCMIL, #2/0G, 4" C)
GEN-01P
POWER
METER
2PT'S
2PT'S 2PT'S
2PT'S
3CT'S 3CT'S
UPS
ATO
CPT
800A
3P
(LSIG)
800A
3P
(LSIG)
TVSS PHASE
LOSS RELAY
30A
3P
15A
3P
250A
3P
250A
3P
80A
2P
15A
3P
15A
3P
15A
3P
15A
3P
3-4/0, #4G, 2"C
250A
3P
VFD-LP1
400/3/3R/480
MANUFACTURER'S
SUBMERSIBLE CABLE
168 5 5
400/3/3R/480
MANUFACTURER'S
SUBMERSIBLE CABLE
JIB CRANE DS
30/3/3R/480
WELL DS
30/3/3R/480
VFD-LP2
3-4/0, #4G, 2"C
LP-1 LP-2 JIB CRANE WELL PUMP
250A
3P
3-4/0, #4G, 2"C 2#4,1"C
EXISTING 37.5KVA XFMR-1
480V/240V, 1PH, 2W
150A
2P
PANEL "LA"
20A
3P
20A
3P
AT BUILDING
EXTERIOR WALL
(TYP OF 2)
HEATER
15.6KW
20A
3P
3#10, #10G, 1"C
3#10, #10G, 1"C
100A
3P
SWBD - M
800A, 480Y/277V, 3PH, 4W, 35KAIC
YASKAWA
CIMR-PU4A0250AAA
OR APPROVED
EQUAL
(TYPICAL 2)
BY DUKE ENERGY
TO
DUKE ENERGY
DISTRIBUTION LINE
3#10, #10G
3/4"C
EXISTING 37.5KVA DRY-XFMR
TO REMAIN
EXISTING 3 #1/0THW IN 1-1/2" C
120/240V, 1PH, 60HZ
TO REMAIN
100A XFMR BKR
EXISTING 150A CKT PNL W/ MB &
20A/1P SPACE
TO REMAIN
PUMP STATION MOTOR
STARTER PANEL
12 #2THW & 1#6 G
IN 3"C TO PSCP
3#3/0 THW IN 2" C
480V, 3PH, 60HZ
WIRING GUTTER
3 #3THW IN 1-1/2" C
480V, 3PH, 60HZ
PRIMARY POWER
400A FUSED DISCONNECT
300A FUSED DISCONNECT
SECONDARY POWER
400A FUSED DISCONNECT
300A FUSED DISCONNECT
6 #2/0THW IN 2-1/2" C
480V, 3PH, 60HZ
FROM PRIMARY POWER XFMR
6 #2/0THW IN 2-1/2" C
480V, 3PH, 60HZ
CROUS-HINES PLUG
W/ 20' PATCH CABLE
FOR 150KW DIESEL UNIT
400A ATS
6 #2/0THW IN 2-1/2" C
480V, 3PH, 60HZ
200A PUMP STATION CTRL PNL
MAIN FUSED DISCONNECT
3#3/0 THW IN 2" C
480V, 3PH, 60HZ
NOTES:
1. EXISTING SYSTEM IS FROM THE BEST AVAILABLE RECORD
DRAWINGS. CONTRACTOR SHOULD FIELD VERIFY AND REPORT
TO THE ENGINEER OF ANY DISCREPANCIES.
2. SEE DEMOLITION NOTES ON SHEET E-5.
SCALE:1
E-4
ONE-LINE DIAGRAM - DEMOLITION
N.T.S.
SPARE SPARE SPARE SPARE SPARE SPARE
3 #3THW IN 1-1/2" C
480V, 3PH, 60HZ
CT
PLC 1000
1. ALL FEEDERS AND BRANCHES ARE COPPER WITH THHN/THWN-2
INSULATION.
2. PROVIDE PULL BOXES AS REQUIRED BY THE NEC.
3. SHORT CIRCUIT CURRENTS LESS THAN 10,000 ASYM FOR 208V
PANELS AND 14,000 ASYM FOR 480V PANELS ARE NOT SHOWN.
4. THE ONE-LINE DIAGRAM IS DIAGRAMMATIC AND DOES NOT
SHOW THE ACTUAL ROUTING OF THE RACEWAYS.
5. THE ELECTRICAL DISTRIBUTION SECTION SHALL BE FULLY
RATED. A SERIES RATED SYSTEM IS NOT ACCEPTABLE.
6. TRANSFORMER SECONDARY CONDUCTORS SHALL BE NO MORE
THAN 10-FEET LONG PER NEC ARTICLE 240.21 (C) 2.
PROVIDE AND INSTALL 1#10, #10G POWER CABLE TO
FLOWMETER IN 1" C FROM EXISTING CIRCUIT #5 AND 1-#16
TWIST SHIELD PAIR AND GROUND BACK TO PLC 1000. REPLACE
THE PANEL CIRCUIT #5 LABEL WITH FLOW METER.
PROVIDE AND INSTALL 1#10, #10G, POWER CABLE TO PLC 1000
IN 3/4" C FROM EXISTING CIRCUIT #15 AND REPLACE THE PANEL
CIRCUIT #15 LABEL WITH PLC 1000.
9. CONTRACTOR SHALL PROVIDE AND INSTALL PER THE ONE LINE
DIAGRAM EXCEPT FOR THOSE IN LIGHT LINE WEIGHT OR
OTHERWISE NOTED.
PROVIDE 16#14 IN 3/4"C FROM VFD TO PLC 1000 AND 3-TSP
FROM VFD TO PLC 1000.
SHEET NOTES:
PB
2 SETS EACH
(4-500KCMIL,
#2/0G, 4"C)
3-4/0, #4G, 2"C
HVAC DS
30/3/3R/480
(BY OTHERS)
HVAC
5.45KW
3#10, #10G
3/4"C
N
G
10
10 10
GRADE
WET WELL OR BASIN VENTILATION
(A OR NNV)
WASTEWATER LEVEL
5'-0" RADIUS FROM VENT (DIVISION 2)
3'-0" RADIUS FROM VENT (DIVISION 1)
1'-6"3'-0"3'-0"
UNCLASSIFIED
DIVISION 2
DIVISION 1
LEGEND:
SCALE:3
E-4
AREA CLASSIFICATION DETAIL
N.T.S.
PB
FLOATS &
BUBBLER
SYSTEM
TWO (2) 2"C.
SEE SHEET 3/E-3
SECTION B-B' & B1-B1'
3#10, #10G, 1"C
JB JBLP-1 JB LP-2 JB
LP-1 DS LP-2 DS
7
PLC 1000
PB
JB
PLC 1000
JB
PB
FLOW METER
8
PB WELL PB
3#10, #10G, 1"C
3#10, #10G, 1"C
GEN PB
FM PB
7
8
7
3-4/0, #4G, 2"C 3-4/0, #4G, 2"C
GROUNDING TO
FOLLOW NEC 250
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E3-E5.dwg E-5 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-5.dwg ELECTRICAL BUILDING PLANS E-5
0 1 2 3 4 6 8 12
1/4"=1'-0"
NO
R
T
H
SCALE:
1
E-5
ELECTRICAL BUILDING DEMOLITION PLAN
1/4"=1'-0"NOTE: SEE SHEET E-4 FOR ONE-LINE DIAGRAM DEMOLITION
EXISTING EXHAUST FAN
TO BE REMOVED BY GC
EXISTING LOUVER
TO BE REMOVED BY GC
EXISTING LOUVER
TO BE REMOVED BY GC
EXISTING LOUVER
TO BE REMOVED BY GC
EXISTING REMOTE MONITORING
AND CONTROL UNIT
TO BE REMOVED
EXISTING 200KW GENERATOR
TO BE REMOVED
EXISTING AUTOMATIC TRANSFER SWITCH
TO BE REMOVED
EXISTING PRIMARY MAIN DISCONNECT
TO BE REMOVED
EXISTING SECONDARY MAIN DISCONNECT
TO BE REMOVED
SCALE:
2
E-5
ELECTRICAL BUILDING PLAN
1/4"=1'-0"
HVAC DS
SWITCHBOARD M
EXISTING PANELBOARD LAVFD LP-2
N
O
R
T
H
BUILDING PLAN NOTES:
1. CONTRACTOR SHALL REMOVE EXPOSED CONDUITS AND WIRES. CONDUITS IN U/GOR WALL SHALL BE CUT FLUSH AND THE SURFACE SHALL BE SEALED PROPERLY.
2. ALL USED WIRES ARE TO BE ABANDONED AND NEW CABLES TO BE PULLED IN THISPROJECT.
3. REFER TO SHEET E-4 ONE LINE DIAGRAM FOR CONNECTION.
HVAC MANUFACTURE WILL BE BARD WITH MODEL #W60AC-C09XXXXE.
REFER TO APPENDIX FOR FULL CITI SCOPES.
EXISTING LOUVER
TO BE REMOVED BY GC
EXISTING CT CABINET
TO BE REMOVED
EXISTING DRY-TYPE XFMR
TO REMAIN
EXISTING PANELBOARD
TO REMAIN
NEW 40"W x 40"H x 14"D CT CABINET
SEE 3/E-5 FOR DETAIL
EXISTING WIRING GUTTER,
MOTOR STARTER PANEL &
GE TRANSFORMER
EXISTING PUMP CONTROL PANEL
TO BE REMOVED
SCALE:
3
E-5
CT CABINET INSTALLATION DETAIL
N.T.S.
NOTE:
1. CONTRACTOR TO PROVIDE AND INSTALL CT CABINET
WITH A NEW 40"W x 40"H x 14"D ONE WITH A PLYWOOD
BACKER AND 2-4" HOLES AT THE BOTTOM RIGHT
CORNER AND PROVIDE THE GROUNDING ACCORDINGLY.
16" MAX.48" MIN.66" MAX.40" MIN.24" MIN.36" MAX.14" MIN.
DEPTH
DEMOLITION NOTES:
1. THE CONTRACT DOCUMENTS DO NOT SHOW ALL REQUIRED DEMOLITION WORK. THECONTRACTOR SHALL SURVEY THE EXISTING CONDITIONS AND ESTABLISH THE EXTENTOF DEMOLITION PRIOR TO BID.
2. WHERE "ALL ELECTRICAL SYSTEMS" ARE NOTED TO BE REMOVED FROM AN AREAREMOVE ALL FIXTURES, DEVICES, EQUIPMENT, RACEWAYS, AND WIRING UNLESSOTHERWISE NOTED.
3. REMOVE ALL ELECTRICAL DISTRIBUTION EQUIPMENT, AND ITS ASSOCIATEDRACEWAYS, AND CONDUCTORS.
4. REMOVE ALL TEMPORARY WORK INSTALLED DURING THE COURSE OF CONSTRUCTION.
5. REMOVE CONNECTIONS TO MECHANICAL EQUIPMENT.
6. EXISTING DEVICES TO BE DEMOLISHED SHOWN BOLD. REMOVE DEVICE, RACEWAYAND WIRING BACK TO SOURCE, UON.
7. WHERE EXISTING LOW VOLTAGE DEVICES ARE REMOVED, MAINTAIN CONTINUITY TOOTHER DEVICES.
8. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXISTINGELECTRICAL EQUIPMENT WITH THE GENERAL CONTRACTOR. THE ELECTRICALCONTRACTOR SHALL DISCONNECT AND REMOVE ALL PANELS AND SWITCHBOARDSAND SHALL VERIFY ALL POWER IS DEAD IN AREAS BEFORE THE DEMOLITION BEGINS.ALL ELECTRICAL EQUIPMENT FROM THE MAIN SERVICE TO AND INCLUDING THEBRANCH CIRCUIT PANELS SHALL BE DEMOLISHED BY THE ELECTRICAL CONTRACTOR.CIRCUITS AND EQUIPMENT FROM THE BRANCH PANELS ON OUT SHALL BE DEMOLISHEDBY THE ELECTRICAL CONTRACTOR.
9. EXISTING CONDUITS CAN BE REUSED IF POSSIBLE AS LONG AS THE FILLING RATIO ANDDERATING FACTOR MEET NEC. PULL IN ALL NEW WIRE.
10. ALL CONDUCTORS WILL BE REMOVED FROM ABANDONED CONDUITS.
11. ALL ABANDONED SURFACE MOUNTED BOXES WILL BE FILLED IN TO MATCH EXISTINGWALLS.
12. ALL EXISTING ELECTRICAL EQUIPMENT REMOVED SHALL REMAIN THE PROPERTY OFTHE OWNER AND SHALL BE STORED OR REMOVED FROM SITE AS DIRECTED.
13. THE FUNCTIONALITY OF THE EXISTING ELECTRICAL SYSTEM IS EXPECTED TO REMAINDURING THE CONSTRUCTION. THE SWITCHOVER TIME FROM EXISTING SYSTEM (TO BEDEMOLISHED) TO NEW ELECTRICAL DISTRIBUTION SYSTEM IS EXPECTED TO BE WITHINA DAY.
14. THE EXISTING GENERATOR IS TO BE DEMOLISHED AND WILL SERVE AS THETEMPORARY POWER SOURCE DURING CONSTRUCTION AND CAN BE PLACEDOUTDOOR.
15. THE CONTRACTOR SHALL RETURN THE OLD PLC CABINET, ALL ELECTRONICS (PLC,MODEM, ETC), CELLULAR ANTENNAS, AND CABLING MOUNTED OUTSIDE THE BUILDINGTO THE CITY OF HIGH POINT.
16. THE CONSTRUCTION SEQUENCE IS AS FOLLOW:A. LOUVERS AND ITS ASSOCIATED ELECTRICAL DISTRIBUTION EQUIPMENT, RACEWAYAND WIRES SHALL BE REMOVED AND, WALL SHALL BE SEALED.B. EXISTING GENERATOR TO BE RELOCATED TO OUTDOOR AND SERVE AS ATEMPORARY POWER SOURCE DURING CONSTRUCTION.C. ELECTRICAL DEMOLITION SHALL NOT START UNTIL AFTER NEW ELECTRICALSYSTEM IS ONLINE.
GEN PB
40" MIN.TWO 4" C TO SWBD M
SEE ONE LINE DIAGRAM SHEET 2/E-4.
TWO 4" C TO SWBD M
SEE ONE LINE DIAGRAM
SHEET 2/E-4.
METER SOCKET INSTALLED BY
DUKE ENERGY METER TECHNICIAN
METER TECHNICIAN INSTALLS BOND
FROM CT CABINET GROUNDING LUG
TO METER SOCKET (#8 COPPER)
GROUNDING LUG
DUKE ENERGY SERVICE CONDUCTORS
DUKE ENERGY RISER, CONTRACTOR
TO PROVIDE AND LOCATE OPPOSITE
ENTRANCE FOR CUSTOMER WIRES
TWO (2) 4" CONDUIT (NOT IN CENTER
OF THE CABINET)
PROVIDE 2-4" HOLES AT THE
BOTTOM RIGHT CORNERGROUNDING LUG,
SEE FIGURE 14B FOR
GROUNDING DETAILS
CUSTOMER WIRE
DUKE ENERGY CT'S
REFERENCE ONLY
VFD LP-1 EXISTING DRY-TYPE XFMR-1
TO LAONE 2" C TO EACH VFD
ONE 1" C TO SWBD MTO SWBD M
HVAC
TO SWBD M
ONE 3/4" C
TO SWBD M
TWO 4" CONDUITS
ANTENNA
PLC 1000
EXISTING HEATER
TO BE REPLACED
LP-1 DS JIB CRANE DS
PLC 1000 PB
LP-2 DS
TWO 2" C TO PLC 1000
ONE 1" C
TO SWBD M
WELL PB
FM PB
ONE 1" C TO LA & ONE 1" TO PLC 1000
HEATER
TO SWBD M
4
5
4
5
BEACON VISIBLE ALARM
HORN AUDIBLE ALARM
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E-6.dwg E-6 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-6.dwgINSTRUMENTATION LEGENDE-6
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19750 JUN 2020CHECKEDREVISEDDRAWNDESIGNEDDATECITY OF HIGH POINTREGISTERS CREEK PUMP STATIONPlot Date: 6/19/2020 2:48 PM Filename: 192526-E-7.dwg E-7 90% SUBMITTAL 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CKCEPJCFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916www.coffman.comph 919.578.6914801 Corporate Center Dr., Suite 138Raleigh, NC 27607Coffman Engineers Inc.North Carolina Registered Engineering Firm C-2396192526-E-7.dwgINSTRUMENTATION DIAGRAME-7SCALE:
1
E-7
INSTRUMENTATION DIAGRAM
N.T.S.
M
PUMP-2WET WELL LEVEL LOW ALARMLEAD PUMP OFFLEAD PUMP ONWET WELL HIGH LEVEL ALARM / LAG PUMP ONP2 LEAK/THERMAL SWITCHP2 FULL SPEED RUN COMMANDP2 NORMAL OPERATION RUN COMMANDP2 RUN STATUSP2 FAILUREP2 RUN ENABLEP2 SPEED COMMANDP2 SPEED FEEDBACKP1 LEAK/THERMAL SWITCHP1 FULL SPEED RUN COMMANDP1 NORMAL OPERATION RUN COMMANDP1 RUN STATUSP1 FAILUREP1 RUN ENABLEP1 SPEED COMMANDP1 SPEED FEEDBACKPLC 1000
WET WELL LEVEL IN CONDUIT TUBE
INTRINSIC SAFE (IS)
CIRCUIT/CONDUIT ONLY
LSHH 1001LSH 1001LSL 1001LSLL 1001
I 1
VFD LP-2
M
PUMP-1
VFD SHALL INTERLOCK WITH WET WELL
LOW LOW LEVEL.
EVERYTHING NOT LISTED AS NOTE 2 WILL BE
CONTRACTOR'S SCOPES.
SHEET NOTES:
1
WET WELL
HK
1201
HS
1201 LOR
I 1
HK
1101
HS
1101
VFD LP-1
LORSPEED DISCHARGE FLOWM
BEACON
HORN
LIT
1001
2
2 2 2 2
ALL TUBING COMPONENTS AND
INSTALLATION ARE BY THE CONTRACTOR.
SPEED FIT
1001
FE
1001
2
2
WALL PENETRATIONNOT TO SCALE1-CABLE HOLDERNOT TO SCALE5-GENERATOR SLABNOT TO SCALE2-VARIESADJUSTABLE PIPE SUPPORTNOT TO SCALE4-PRESSURE GAUGE/MANUALBLOW-OFF ASSEMBLY DETAILNOT TO SCALE7-STANDARD MANHOLE VENTWITH FLAT TOP MANHOLENOT TO SCALE3-VENT PIPE DETAILNOT TO SCALE8-CIVIL
STANDARD DETAILS IDT-1MHL
SGB
SPHSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:20 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL1.dwg CV-LS-DT-DETL1.dwg
Last Saved: 8/7/2020 1:21 PM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL1.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGOUTFALL MANHOLE LOCKABLERING AND COVER TYPE FTNOT TO SCALE9VENTED OUTFALL MANHOLENOT TO SCALE6
STANDARD MANHOLENOT TO SCALE1-MANHOLE STEPSNOT TO SCALE2-MANHOLE INVERTNOT TO SCALE3-MANHOLE LIFT SECTIONNOT TO SCALE4-FLEXIBLE WATERTIGHT CONNECTORNOT TO SCALE5-MANHOLE RING & COVERNOT TO SCALE6-SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:21 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwg CV-LS-DT-DETL2.dwg
Last Saved: 8/7/2020 10:48 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:21 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwg CV-LS-DT-DETL2.dwg
Last Saved: 8/7/2020 10:48 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:21 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwg CV-LS-DT-DETL2.dwg
Last Saved: 8/7/2020 10:48 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:21 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwg CV-LS-DT-DETL2.dwg
Last Saved: 8/7/2020 10:48 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:21 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwg CV-LS-DT-DETL2.dwg
Last Saved: 8/7/2020 10:48 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL2.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAIN
CIVIL
STANDARD DETAILS IIDT-2MHL
SGB
SPH
ANTI-SEEP PIPE COLLARNOT TO SCALE1-SPIDER SUPPORTNOT TO SCALE2-PAVEMENT REPAIRNOT TO SCALE3-DRIVEWAY REPAIRNOT TO SCALE4-CONCRETE ENCASEMENTNOT TO SCALE5-MAXIMUM JOINT DEFLECTIONNOT TO SCALE6-SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:22 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PL-DT-DETL3.dwg CV-PL-DT-DETL3.dwg
Last Saved: 8/7/2020 10:54 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-PL-DT-DETL3.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVIL.STANDARD DETAILS IIIDT-3MHL
BWF
.
CB
””””””SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAIN
CIVIL
STANDARD DETAILS VDT-5MHL
SGB
SPH COMBINATION AIR RELEASE VALVE- TYPE ANTS1COMBINATION AIR RELEASE VALVE- TYPE BNTS2TYPICAL TRENCH SECTION FORDEPTH OF COVER 4 TO 20 FEETNTS4TYPICAL TRENCH SECTION FORDEPTH OF COVER OVER 20 FEETNTS5COFFER DAMNTS6COMBINATION AIR RELEASE VALVE-TYPE CNTS3
””””””SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATEPlot Date: 8/21/2020 12:32 AM Plot By: 02876 Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwg CV-LS-DT-DETL5.dwg
Last Saved: 8/21/2020 12:30 AM Saved By: 02876Filename: N:\WTU\Drawings\Lift Station\CV-LS-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAIN
CIVIL
STANDARD DETAILS VDT-5MHL
SGB
SPH COMBINATION AIR RELEASE VALVE- TYPE ANTS1COMBINATION AIR RELEASE VALVE- TYPE BNTS2TYPICAL TRENCH SECTION FORDEPTH OF COVER 4 TO 20 FEETNTS4TYPICAL TRENCH SECTION FORDEPTH OF COVER OVER 20 FEETNTS5COFFER DAMNTS6COMBINATION AIR RELEASE VALVE-TYPE CNTS3
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:34 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/20/2020 4:01 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:34 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/20/2020 4:01 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:34 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/20/2020 4:01 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:34 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/20/2020 4:01 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:34 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/20/2020 4:01 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVILEROSION AND SEDIMENT CONTROLNOTES AND LEGENDER-1MHL
SGB
SPH
CWD-001AREA = 12.6255 ACCWD-002AREA = 4.3229 ACSF-001AREA = 1.8326 ACSF-001AREA = 1.8326 ACSF-001AREA = 1.8326 AC783.87'42"RCP:762.64'42" RCP24" RCP764.56'EX. 4" WLEX. 12" FM SANITARY SEWERPERENNIAL STREAMWETLANDSPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-101ANTHONY CASH SRDENISE L. CASHDB 5202 PG 103PIN 7820-81-78835853 RIVERDALE DRCITY OF HIGH POINTNO DEED REFERENCEFOUNDLOT 1 PB 169, PG. 64PIN 7830-01-82075899 RIVERDALE DRCHARLES LEROY BOWMAN IIEDWARD BRUCE BOWMANDB 7897 PG 1585PIN 7820-82-99784140 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRCWD-001AREA = 12.6255 ACPROP. 18" DIPFORCEMAINCONNECT TO EX. JUNCTIONBOX (BY OTHERS)LIMITS OF DISTURBANCE, TYPCLEAN WATER DIVERSION (CWD), TYPSTABILIZE WITHIN SEVEN DAYS.INSTALL CHECK DAM TYPE B EVERY 2' OFELEVATION CHANGE ON CWD.SILT FENCE, TYPPUMP AROUND ASSEMBLY, TYPWETLANDPROTECT WETLANDUSING COIR WATTLES.SPECIAL STILLING BASIN, TYP.IMPERVIOUS DIKE, TYPPUMP ACROSS DISTURBED AREA AT CWD OUTLETONLY WHEN EPHEMERAL DRAIN IS FLOWING.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.LIMITS OF DISTURBANCE, TYPPUMP AROUND ASSEMBLY, TYPSPECIAL STILLING BASIN, TYP.IMPERVIOUS DIKE, TYPPUMP ACROSS DISTURBED AREA AT CWD OUTLET.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.1+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00MATCH LINE STA 14+00SF-002AREA = 1.2923 ACCWD-003AREA = 1.7216 ACSF-003AREA = 0.6259 ACSF-001AREA = 1.8326 ACCWD-002AREA = 4.3229 ACPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-101CHARLES LEROYBOWMAN IIEDWARD BRUCEBOWMANDB 7897 PG 1585PIN 7820-82-99784140 KIVETT DRCHARLES LEROYBOWMAN IIEDWARD BRUCEBOWMANDB 7897 PG 1585PIN 7820-82-99784140 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRSF-002AREA = 1.2923 ACPROP. 18" DIPFORCEMAINCLEAN WATER DIVERSION (CWD), TYPSTABILIZE WITHIN SEVEN DAYS.INSTALL CHECK DAM TYPE B EVERY 2' OFELEVATION CHANGE ON CWD.SILT FENCE, TYPLIMITS OF DISTURBANCE, TYPSPECIAL STILLING BASIN, TYPIMPERVIOUS DIKE, TYPPUMP AROUND ASSEMBLY, TYPSILT FENCE, TYPPERENNIAL STREAMPUMP ACROSS DISTURBED AREA AT CWD OUTLET.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.CLEAN WATER DIVERSION (CWD), TYPSTABILIZE WITHIN SEVEN DAYS.INSTALL CHECK DAM TYPE B EVERY 2' OFELEVATION CHANGE ON CWD.LIMITS OF DISTURBANCE, TYP14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00MATCH LINE STA 14+00
MATCH LINE STA 27+00
ENGEROSION CONTROL PLANSTA 1+00 TO STA 27+00ER-2MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:12 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
WWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WWWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WCWD-003AREA = 1.7216 ACSF-003AREA = 0.6259 AC CWD-003AREA = 1.7216 ACSF-003AREA = 0.6259 ACCD-001AREA = 1.796 ACCD-001AREA = 1.796 ACSF-004AREA = 0.4931 ACSF-004AREA = 0.4931 AC15" RCP762.37'764.63'18" RCP769.27'768.72'23TANYA R. COOKMCNEES-SAMS, LYNNHOPEDB 3286 PG 971PIN 7830-03-49184160 KIVETT DRBOBBY BOWMANHOLTONDB 3199 PG 172PIN 7830-04-21034156 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRVERNON CECILWILSONDB 4598 PG 1119PIN 7820-94-73114146 KIVETT DRROLAND A. BOWMANDB 2305 PG 602PIN 7820-94-52984144 KIVETT DRJAMES JEFFREYHOWARD et alDB 3216, PG. 476PIN 7820-95-24764153 KIVETT DRROLAND A. BOWMANDB 11729, PG. 82PIN 7820-93-82984150 KIVETT DRMARTIN MARIETTAMATERIALS REALESTATEINVESTMENT INCDB 7391 PG 1758PB 182, PG. 140PIN 7820-94-58954141 KIVETT DRPROP. 18" DIPFORCEMAINSILT FENCE, TYPLIMITS OF DISTURBANCE, TYPLIMITS OF DISTURBANCE, TYPCONSTRUCTION ENTRANCE, TYPCHECK DAM TYPE B, TYPROCK PIPE INLET PROTECTIONTYPE B, TYPLIMITS OF DISTURBANCE, TYPPUMP ACROSS DISTURBED AREAAT PIPE OUTFALL WHEN FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.CLEAN WATERDIVERSION (CWD), TYPSTABILIZE WITHINSEVEN DAYS.INSTALL CHECK DAMTYPE B EVERY 2' OFELEVATION CHANGEON CWD.26+00 27+00 28+00 29+00 30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+00MATCH LINE STA 27+00MATCH LINE STA 40+00
WWWWWWWWWWWWWWWWWWWWWWWWWWWW WFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSSSSSSSSSSSSSSSSSSKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WWWWWWWWWWWWWWWWWWWWWWWWWWWWW WFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSSSSSSSSSSSSSSSSSSKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WSF-004AREA = 0.4931 ACRPI-001AREA = 1.1113 AC15" RCP721.03'723.53'733.97'15" RCP731.30'36"RCP APPROXDIRECTION - UNKNSOURCESTORMTOP: 745.44'IN(NW):733.09'OUT(S):732.69'764.63'36"RCP APPROXDIRECTION - U
N
K
N
SOURCE 744.30'15" RCP732.14'723.67'18"VCP 725.08'EX. 12" SANITARY SEWEREX. PVC 12" FM456KOK KHENG LIMDB 6107 PG 2042PIN 7830-14-33484180 KIVETT DRKOK KHENG LIMDB 6107 PG 2042PIN 7830-14-33484180 KIVETT DRKOK KHENG LIMDB 6107 PG 2042PIN 7830-14-57164184 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 5136, PG. 185PIN 7830-14-39484175 KIVETT DRJETTY LYN HAZELTONWANDA LYNNHAZELTONDB 8152 PG 2203PB 155, PG. 84PIN 7830-14-19914173 KIVETT DRVIRGIL M. JOHNSONMABEL M. JOHNSONDB 2562 PG 529PIN 7830-04-98294171 KIVETT DRWESLEY HUGHESHELEN HUGHESDB 3518 PG 1030PIN 7830-04-68084169 KIVETT DRROBERT HENRYLACKEYDB 3434 PG 206PIN 7830-04-64994170 KIVETT DRTANYA R. COOKDB 3922 PG 2105PB 87, PG. 102PIN 7830-04-52544162 KIVETT DRRPI-001AREA = 1.1113 ACCD-002AREA = 1.2542 ACPROP. 18" DIPFORCEMAINSILT FENCE, TYPLIMITS OF DISTURBANCE, TYPROCK PIPE INLET PROTECTIONTYPE B, TYPLIMITS OF DISTURBANCE, TYPCHECK DAM TYPE B, TYP40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0
0
53+00
MATCH LINE STA 40+00
MATCH LINE STA 53+00ENGEROSION CONTROL PLANSTA 27+00 TO STA 53+00ER-3MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:14 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOBLOWOFFKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WDOT PROJECT 8.2490101WWWWWWWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOBLOWOFFKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 1113VARIABLE PUBLIC R/WDOT PROJECT 8.2490101SF-005AREA = 0.7135 ACCWD-005AREA = 2.9570 ACSF-006AREA = 0.1717 ACCD-003AREA = 0.8123 AC15" CMP696.50'696.10'4
8
"
x
7
2
"

B
O
X682.40'683.20'EX. 12" PVC FMDEEP RIVER (PERENNIAL)SEE COFFER DAMDETAIL 5/DT-5PERENNIAL STREAMTOP OF BANKPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-1078109PIEDMONT TRIADREGIONAL WATERAUTHORITYDB 3938 PG 1339PIN 7830-24-38064196 KIVETT DRLINDA H. UNGERDB 1516 PG 365PIN 7830-16-03674203 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 5038 PG 1601PIN 7830-05-35964181 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 5038 PG 1601PIN 7830-05-35964181 KIVETT DRPIEDMONT TRIADREGIONAL WATERAUTHORITYDB 4249, PG. 1591PIN 7830-11-52434164 KIVETT DRP.T.R.W.A.DB 5038, PG.1601TERRI M. HOLTONCAMERON& MARTHA J.HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-10CWD-004AREA = 1.0319 ACCWD-005AREA = 2.9570 ACCD-002AREA = 2.3704 ACPROP. 18" DIPFORCEMAINCHECK DAM TYPE B, TYPLIMITS OF DISTURBANCE, TYPSILT FENCE, TYPSILT FENCE, TYPSPECIAL STILLINGBASIN, TYP.PUMP AROUND ASSEMBLY, TYP.PUMP ACROSS DISTURBED AREA AT CWD OUTLET.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.PUMP AROUND ASSEMBLY, TYP.CLEAN WATER DIVERSION (CWD), TYPSTABILIZE WITHIN SEVEN DAYS.INSTALL CHECK DAM TYPE B EVERY 2' OFELEVATION CHANGE ON CWD.SPECIAL STILLINGBASIN, TYP.STREAM CROSSING VIAPUMP AROUND ASSEMBLY, TYPPUMP ACROSS DISTURBED AREA AT CWD OUTLET.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.53+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+0066+00MATCH LINE STA 53+00MATCH LINE STA 66+00
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 111360' PUBLIC R/WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 111360' PUBLIC R/WKIVETT DRIVE - SR 111360' PUBLIC R/WCD-003AREA = 0.8123 ACSF-007AREA = 1.1803 ACSF-007AREA = 1.1803 ACCD-003AREA = 0.8123 AC737.31'18"RCP: 736.39'EX. 12" PVC FMPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-1010TERRI M. HOLTONCAMERON& MARTHA J. HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRRICHARD DEANCAMERON JRTERRI H. CAMERONDB 3757 PG 1891PIN 7830-35-38114238 KIVETT DRTERRI M. HOLTONCAMERON& MARTHA J.HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRSF-006AREA = 0.1717 ACPROP. 18" DIPFORCEMAINSILT FENCE, TYPCHECK DAM TYPE B, TYPCHECK DAM TYPE B, TYPPUMP ACROSS PERENNIAL STREAMDISTURBED AREA .INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.LIMITS OF DISTURBANCE, TYPLIMITS OF DISTURBANCE, TYPPERENNIAL STREAMPUMP AROUND ASSEMBLY, TYPIMPERVIOUS DIKE, TYPSPECIAL STILLING BASIN, TYPPUMP AROUND ASSEMBLY, TYPIMPERVIOUS DIKE, TYPSILT FENCE, TYP66+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+00MATCH LINE STA 66+00MATCH LINE STA 79
+
0
0
ENGEROSION CONTROL PLANSTA 53+00 TO STA 79+00ER-4MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:16 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
WWWWWFOFOFOKIVETT DRIVE - SR 111360' PUBLIC R/WBLUE JAY DRIVE60' PUBLIC R/WV
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/WWWWWWFOFOFOKIVETT DRIVE - SR 111360' PUBLIC R/WBLUE JAY DRIVE60' PUBLIC R/WV
I
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K
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C
H
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L

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1
4
8
0
6
0
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P
U
B
L
I
C

R
/W8.52SF-007AREA = 1.1803 ACCD-004AREA = 0.3087 ACSF-008AREA = 0.5568 AC
CD-005AREA = 2.4493 ACR
P
I
-
0
0
2
A
R
E
A

=

0
.
8
8
7
9

A
C
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-
0
0
5
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=

2
.
4
4
9
3

A
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7
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0EX. 12" PVC FMEX. 12" PVC FMPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-1010115328 VICKREY CHAPEL RDPINECROFT-SEDGEFIELDFIRE DISTRICT INCDB 3308 PG 684PB 73, PG. 8PIN 7830-36-98775342 VICKREYCHAPEL RDVICKERY METHODISTCHURCHDB 1768 PG 475PIN 7830-36-95645348 VICKREY CHAPEL RDMICHELE A, SELFRUFUS DAVID SELFDB 7924 PG 2946LOT 3 PB 28, PG. 44PIN 7830-47-32735331 VICKREY CHAPEL RDTERRI M. HOLTONCAMERON& MARTHA J. HOLTONDB 3201 PG 244PIN 7830-34-06124238 KIVETT DRD. H. GRIFFIN JRDB 8220 PG 2180& PB 73, PG. 8PIN 7830-37-92875330 VICKREY CHAPEL RDD. H. GRIFFIN JRDB 8220 PG 2118PIN 7830-37-92875330 VICKREY CHAPEL RD1
1 CWD-006AREA = 0.3078 ACCD-005AREA = 2.4493 ACSILT FENCE, TYPWETLANDPROTECT WETLANDUSING COIR WATTLES.INTERMITTENT STREAMSPECIAL STILLING BASIN, TYPPUMP AROUND ASSEMBLY, TYPSPECIAL STILLING BASIN, TYPIMPERVIOUS DIKE, TYPPUMP AROUND ASSEMBLY, TYPPUMP ACROSS DISTURBED AREA AT CWD OUTLETONLY WHEN EPHEMERAL DRAIN IS FLOWING.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.IMPERVIOUS DIKE, TYPCHECK DAM TYPE B, TYPLIMITS OF DISTURBANCE, TYPCHECK DAM TYPE B, TYPLIMITS OF DISTURBANCE, TYPCHECK DAM TYPE B, TYP78+0079+0080+00 81+00 82+00 83+00 84+00
8
5
+
0
0
86+0087+008
8
+
0
0
89+0090+0091+009
2
+
0
0
9
3
+
0
0
9
4
+
0
0
MATCH LINE STA 79+00
MATCH LINE STA 92+00SHORTLEAF DRIVE60' PUBLIC R/WVICKREY CHAPEL ROAD - SR 148060' PUBLIC R/WBLUE JAY DRIVE60' PUBLIC R/WVICKREY CHAPEL ROAD - SR 1480SHORTLEAF DRIVE60' PUBLIC R/WVICKREY CHAPEL ROAD - SR 148060' PUBLIC R/WBLUE JAY DRIVE60' PUBLIC R/WVICKREY CHAPEL ROAD - SR 1480CD-005RPI-002AREA = 0.8879 ACCD-005AREA = 2.4493 ACSF-009AREA = 1.1818 ACSF-009AREA = 1.1818 AC15" RCP795.84'797.17'12" RCP797.20'797.83'12" RCP800.02'800.47'12" RCP800.17'800.71'EX. 12" PVC FMCHARLES HOWARDCROSSRUBY S CROSSDB 7664 PG 1159PB 56, PG. 13PIN 7830-48-61435323 VICKREY CHAPEL RDJEFFREY P. TRAYNHAM JRFRANCES W. TRAYNHAMDB 1994, PG. 14PIN 7830-48-04685312 VICKREY CHAPEL RDFRANCES W. TRAYNHAMNO DEED REFERENCEFOUNDPIN 7830-38-32805318 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDB 6927 PG 986PIN 7830-47-09885324 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 6852 PG 2014PIN 7830-37-25135323 ZZ VICKREY CHAPELRDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 8062 PG 471PIN 7830-47-07045326 VICKREY CHAPEL RDMATTHEW L. WINSLOWMARIE N. WINSLOWREVOCABLE TRUSTDB 8087 PG 2596PIN 7830-47-05055328 VICKREY CHAPEL RDMARVIN T. BINGHAMMELANIE P. BINGHAMDB 4547 PG 391PB 56, PG. 13PIN 7830-47-77005327 VICKREY CHAPEL RDJULIAN E. KINGLORI B. KINGDB 4117 PG 1912LOTS 1&2 PB 28, PG. 44PIN 7830-47-34745329 VICKREY CHAPEL RDMICHELE A, SELFRUFUS DAVID SELFDB 7924 PG 2946LOT 3 PB 28, PG. 44PIN 7830-47-32735331 VICKREY CHAPEL RDD. H. GRIFFIN JRDB 8220 PG 2118PIN 7830-37-92875330 VICKREY CHAPEL RD111213141516SILT FENCE, TYPLIMITS OF DISTURBANCE, TYPSILT FENCE, TYP.PUMP ACROSS DISTURBED AREA ATPIPE OUTFALL ONLY WHEN FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.CHECK DAM TYPE B, TYPLIMITS OF DISTURBANCE, TYPROCK PIPE INLET PROTECTIONTYPE B, TYP92+0093+0094+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+00MATCH LINE STA 92+00
MATCH LINE STA 105+00ENGEROSION CONTROL PLANSTA 79+00 TO STA 105+00ER-5MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:18 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
RIVER ROAD60' PUBLIC R/WNCSR 1144VICKREY CHAPEL ROAD - SR 148064' PUBLIC R/WRIVER ROAD60' PUBLIC R/WNCSR 1144VICKREY CHAPEL ROAD - SR 148064' PUBLIC R/WSF-009AREA = 1.1818 ACCD-006AREA = 0.8478 ACCD-006AREA = 0.8478 ACRPI-003AREA = 0.5738 ACSF-010AREA = 0.6616 ACRIM: 810.26'18" RCP795.36'796.84'15" CMP806.52'807.18'15" CMP806.37'807.36'12" DIP811.88'811.56'15" RCP809.41'15" RCP807.94'18"RCP796.90'797.44'12" RCP798.89'799.01'EX. 12" PVC FMDAVID H. GRIFFIN JRDB 6229 PG 252PIN 7830-48-08245394 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 6440 PG 163PB 105, PG. 66PIN 7830-48-59445301 VICKREY CHAPEL RDSTEVEN A. WINSLOWTAMMIE J. WINSLOWDB 3977 PG 328PB 105, PG. 66PIN 7830-48-28975305 VICKREY CHAPEL RDSTEVEN A. WINSLOWTAMMIE J. WINSLOWDB 6436 PG 2022PB 105, PG. 66PIN 7830-48-45875315 VICKREY CHAPEL RDJEFFREY P. TRAYNHAM JRFRANCES W. TRAYNHAMDB 1994, PG. 14PIN 7830-48-04685312 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RD181719SILT FENCE, TYPCHECK DAM TYPE B, TYPLIMITS OF DISTURBANCE, TYPPUMP AROUND IF EPHEMERAL DRAIN IS FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.SILT FENCE, TYPPUMP ACROSS DISTURBED AREA ATPIPE OUTFALL ONLY WHEN FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.ROCK PIPE INLET PROTECTIONTYPE B, TYPLIMITS OF DISTURBANCE, TYP105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00MATCH LINE STA 105+00MATCH LINE STA 118+00VICKREY CHAPEL ROAD - SR 148060' PUBLIC R/WVICKREY CHAPEL ROAD - SR 148060' PUBLIC R/WSF-010AREA = 0.6616 ACSF-011AREA = 0.4702 ACRPI-004AREA = 0.2591 ACCD-007AREA = 0.4115 ACSF-011AREA = 0.4702 AC15" RCP800.08'801.09'12" RCP801.59'801.96'15" CMP802.44'802.08'EX. 12" FM SANITARY SEWERDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RD19SILT FENCE, TYPLIMITS OF DISTURBANCE, TYPPUMP AROUND IF EPHEMERAL DRAIN IS FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.ROCK PIPE INLET PROTECTIONTYPE B, TYPLIMITS OF DISTURBANCE, TYPCHECK DAM TYPE B, TYPSILT FENCE, TYPPUMP ACROSS DISTURBED AREA ATPIPE OUTFALL ONLY WHEN FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.118+00119+00120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00131+00MATCH LINE STA 118+00MATCH LINE STA 131+00ENGEROSION CONTROL PLANSTA 105+00 TO STA 131+00ER-6MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:20 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
SSSSSSSSSSSSSSPOPPLETON LANE60' PUBLIC R/W(PB 55 PG 20)BISBEE DRIVE - SR 402760' PUBLIC R/WVICKREY
CHAPE
L
ROAD

-
SR

1
4
8
0
6
0
'
PUB
L
IC
R
/WSSSSSSSSSSSSSSPOPPLETON LANE60' PUBLIC R/W(PB 55 PG 20)BISBEE DRIVE - SR 402760' PUBLIC R/WVICKREY
CHAPE
L
ROAD

-
SR

1
4
8
0
6
0
'
PUB
L
IC
R
/WCD-007AREA = 0.4115 ACSF-012AREA = 0.3019 ACCD-008AREA = 3.2274 ACCD-008AREA =
3
.2274
ACCD-009AREA = 1.2332 ACCD-009AREA = 1.2332 ACCD-008AREA = 3.2274
AC779.94'15" RCP779.28'TOC: 790.38'OUT(SE):786.76'TOC: 789.29'IN(NW): 785.98'OUT(SE): 785.88'12"

R
C
P12" RCP784.98'TOP:793.42'IN(NW): 789.00'OUT(SE):789.03'15"
RCPTOP:793.42'IN(NW): 788.36'IN(SE): 789.02'OUT(W):788.12'15" RCP792.87'15" RCP790.74'12" RCP792.30'793.93'12" RCP795.59'796.16'15" RCP797.58'797.77'EX SMHRIM: 793.94'IN (W): 780.54'IN(N): 780.14'OUT(E): 780.04'8" VCP18" RCP772.91'777.06'EX. 12" PVC FMHERBERT C. WATSONBETTY D. WATSONDB 3685 PG 1215LOT 11 - PB 38, PG. 9PIN 7831-41-09685015 BISBEE DRDELORIES C. WILLIARDNO DEED REFERENCEFOUNDLOT 9 - PB 38, PG. 9PIN 7831-42-22725012 BISBEE DRMARY C. PATNAUDDB 2807 PG 248LOT 10 - PB 38, PG. 9PIN 7831-42-12125014 BISBEE DRJAMES S. GOLLEHONCYNTHIA M. GOLLEHONDB 2762 PG 774LOT 1 - PB 36, PG. 6PIN 7831-32-91345115 VICKREY CHAPEL RDKAREN A. DAVISDB 6664 PG 2830PIN 7831-31-78715204 VICKREY CHAPEL RDGEORGE A. CROOKER JRBERNADETTE M.CROOKERDB 3670 PG 660PB 74, PG. 5PIN 7831-41-07595205 VICKREY CHAPEL RDPEGGY M. LEONARDTRUSTDB 6167 PG 110PB 55, PG. 20PIN 7831-31-85245212 VICKREY CHAPEL RDKELLY OREN PATTONFAYE W. JOYCE PATTONDB 3527 PG 297PIN 7831-31-83615214 VICKREY CHAPEL RDDAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RD1922212020DAVID H. GRIFFIN JRDONNA P. GRIFFINDB 7889 PG 721PIN 7831-30-36145395 RIVER RDCALEDONIA ENTERPRISESLLCDB 4315 PG 420PIN 7831-51-15715207 VICKREY CHAPEL RDCALEDONIA ENTERPRISESLLCDB 4315 PG 420PIN 7831-51-15715209 VICKREY CHAPEL RD19LIMITS OF DISTURBANCE, TYPCHECK DAM TYPE B, TYPSILT FENCE, TYPCHECK DAM TYPE B, TYPCHECK DAM TYPE B, TYPCHECK DAM TYPE B, TYPROCK PIPE INLET PROTECTIONTYPE B, TYPLIMITS OF DISTURBANCE, TYP131+00132+00133+00134+00135+00136+001
3
7
+
0
0
138+00
1
3
9
+
0
0
1
4
0
+
0
0
141+00142+00143+00144+00145+00 MATCH LINE STA 131+00MATCH LINE STA 144+00SSWINTHROP DRIVE
60' PUBLIC R/W
(PB 38 PG 9)
WINTHROP DRIVE
60' PUBLIC R/W
(PB 38 PG 9)
OVERLEA DRIVE60' PUBLIC R/W(PB 38 PG 9)BISBEE DRIVE - SR 402760' PUBLIC R/WBISBEE DRIVE - SR 402760' PUBLIC R/WBISBEE DRIVE - SR 402760' PUBLIC R/WSSWINTHROP DRIVE
60' PUBLIC R/W
(PB 38 PG 9)
WINTHROP DRIVE
60' PUBLIC R/W
(PB 38 PG 9)
OVERLEA DRIVE60' PUBLIC R/W(PB 38 PG 9)BISBEE DRIVE - SR 402760' PUBLIC R/WBISBEE DRIVE - SR 402760' PUBLIC R/WBISBEE DRIVE - SR 402760' PUBLIC R/WCD-009AREA = 1.2332 AC CD-009AREA = 1.2332 ACRPI-005AREA = 3.5826 ACRPI-005AREA = 3.5826 ACRPI-005AREA = 3.5826 ACAREA = 0.5743 ACSF-013AREA = 0.5473 AC15"RCP755.52'757.14'15"RCP760.29'TOP: 782.64'IN(W): 780.96'OUT(E):780.87'15" RCP781.54'782.08'15" RCP782.71'784.13'15" RCP784.25'779.94'15" RCP779.28'TOP: 765.96'IN(W): 765.17'OUT(E): 763.44'TOP:770.16'IN(W): 767.81'OUT(E):767.25'TOP: 774.02'IN(W): 770.71'OUT(E): 770.55'TOP: 776.14'IN(E): 772.88'OUT(W):772.66'15" RCP15" RCPENDNOTFOUND18" RCP779.37'EX. 15' UTILITYEASEMENTPB 105, PG. 26EX. 12" PVC FM15" RCPEX. SANITARY SEWERCATHERINE E. MEADOWSDAVID B. MEADOWSDB 7214 PG 1856LOT59 - PB 105, PG. 26PIN 7831-51-39264915 BISBEE DRGINA MCDOWELLBRIAN J. OWENDB 8106 PG 207LOT 60 - PB 105, PG. 26PIN 7831-51-19464917 BISBEE DRWILEY PARK HOA INCDB 7432 PG 1995PIN 7831-53-50804915 ZZ BISBEE DRJAMES MARTIN PARSONSHOLLY S. PARSONSDB 6620 PG 1617LOT 20 - PB 38. PG. 9PIN 7831-52-11885000 BISBEE DRCHARLES R. MUSTAINDIANNE L. MUSTAINDB 4615 PG 600LOT 33 - PB 38. PG. 9PIN 7831-42-92535002 BISBEE DRMARY LOUISE MANERSIRREVOCABLE RESIDENCETRUSTDB 7228 PG 2879LOT 32 - PB 38. PG. 9PIN 7831-42-82335004 BISBEE DRROBERT D. HAWKS JRPAMELA M. HAWKSDB 4481 PG 369LOT 31 - PB 38. PG. 9PIN 7831-42-72135006 BISBEE DREDWARD WESLEY WHITEELIZABETH L. WHITEDB 3365 PG 1123LOT 30 - PB 38. PG. 9PIN 7831-42-52935008 BISBEE DRDO V. VOBILLIE J. VODB 8190 PG 1231LOT 30 - PB 38. PG. 9PIN 7831-42-52935010 BISBEE DRGAIL M HOLLANDREVOCABLE TRUSTDB 6672 PG 2991LOTS 15&16 - PB 38, PG. 9PIN 7831-41-89875003 BISBEE DRDOUGLAS L. TAYLORJENNIFER H. TAYLORDB 4503 PG 256LOT 14 - PB 38, PG. 9PIN 7831-41-69975007 BISBEE DRRICK A. DILLONMARY C. DILLONDB 4604 PG 731LOT 13 - PB 38, PG. 9PIN 7831-41-59485009 BISBEE DRJELENA VUKMIROVICMILAN VUKMIROVICDB 7302 PG 1251LOT 12 - PB 38, PG. 9PIN 7831-41-39385011 BISBEE DRHERBERT C. WATSONBETTY D. WATSONDB 3685 PG 1215LOT 11 - PB 38, PG. 9PIN 7831-41-09685015 BISBEE DRDELORIES C. WILLIARDNO DEED REFERENCEFOUNDLOT 9 - PB 38, PG. 9PIN 7831-42-22725012 BISBEE DR23242527282629WILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DRSPECIAL STILLINGBASIN, TYPIMPERVIOUS DIKE, TYPSILT FENCE, TYPLIMITS OF DISTURBANCE, TYPROCK PIPE INLET PROTECTIONTYPE B, TYPCHECK DAM TYPE B, TYPLIMITS OF DISTURBANCE, TYPDROP / CURB INLET PROTECTION, TYP144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00155+00156+00157+00MATCH LINE STA 144+00MATCH LINE STA 157+00ENGEROSION CONTROL PLANSTA 131+00 TO STA 157+00ER-7MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:22 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
SSSSSSS TAMARACK DRIVE60' PUBLIC R/W(PB 177 PG 100)U.S. INTERSTA
T
E

8
5
CONTROLLED

A
C
C
E
S
S

R
/
W
(PB 177 PG 10
0
)BISBEE DRIVE - SR 402760' PUBLIC R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
SSSSSSS TAMARACK DRIVE60' PUBLIC R/W(PB 177 PG 100)U.S. INTERSTA
T
E

8
5
CONTROLLED

A
C
C
E
S
S

R
/
W
(PB 177 PG 10
0
)BISBEE DRIVE - SR 402760' PUBLIC R/W0+001+001+07 SF-013AREA = 0.5743 ACSF-014AREA = 0.9769 ACRIM: 755.75'15" CMP741.84'741.26'713.20'18" RCP747.15'749.45
'18"
RCP750.57
'
8" VCP RIM: 739.40'IN(E): 723.25'IN(N): 721.80'OUT(SE): 721.70'12" VCP12" VCP8" VCP726.77'726.24'725.64'726.94'726.75'726.67'RIM: 734.17'IN(NW): 721.07'OUT(SE): 721.07'EX. 12" PVC FMCITY OF HIGH POINTDB 3761, PG. 475TRACT B - PB 105,PG. 26PIN 7831-61-26274903 BISBEE DRN/FKARIN NGO LAM &TRUNG DUC LAMDB 7808, PG. 745LOT 54 - PB 105,PG. 26PIN 7831-61-39194843 BISBEE DRRICHARD D. HOOKS &AMANDA M. LOFTISDB 7248 PG 1116LOT 55 - PB 105, PG. 26PIN 7831-61-29224901 BISBEE DRCHARLES W. MILLER JR.NORA ELLEN MILLERTHE CHARLES AND NORAMILLER LIVING TRUSTDB 8017 PG 1837LOT 56 - PB 177. PG. 100PIN 7831-61-09724907 BISBEE DRCHARLES W. MILLERNORA E. MILLERDB 5420 PG 711LOT 57 - PB 105, PG. 26PIN 7831-51-99714907 BISBEE DRBOBBY LEE CRUTCHFIELDJRJAMES L. KENTDB 6798 PG 1131LOT 58 - PB 105, PG. 26PIN 7831-51-89254909 BISBEE DRWILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DRCATHERINE E. MEADOWSDAVID B. MEADOWSLOT59 - PB 105, PG. 26MICHAEL TYRON GREENDAVINA EARLENE GREENDB 6904 PG 3025LOT 15 - PB 105, PG. 26PIN 7831-52-91285044 TAMARACK DRWILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DRCALEDONIA ENTERPRISESLLCDB 4315 PG 420PIN 7831-51-15715207 VICKERY CHAPEL RD29WILEY PARK HOA INCDB 7432 PG 1995PB 105, PG. 26PIN 7831-53-50804915 ZZ BISBEE DRBISBEE
DR
IVE

-
SR
402760' PUBL
IC
R
/W293031CD-010AREA = 0.7779 ACCWD-007AREA = 1.8861 ACSF-014AREA = 0.9769 ACPROVIDE STREAM BANKSTABILIZATION,SEE DETAIL 7/ER-10SPECIAL STILLINGBASIN, TYPIMPERVIOUS DIKE, TYPLIMITS OF DISTURBANCE, TYPSILT FENCE, TYPSTREAM CROSSING, TYPPUMP AROUNDASSEMBLY, TYPLIMITS OF DISTURBANCE, TYPCLEAN WATER DIVERSION (CWD), TYPSTABILIZE WITHIN SEVEN DAYS.INSTALL CHECK DAM TYPE B EVERY 2' OFELEVATION CHANGE ON CWD.PUMP ACROSS DISTURBED AREA AT CWD OUTLETONLY WHEN EPHEMERAL DRAIN IS FLOWING.REMOVE CWD AS NECESSARY FOR WORKCWD MUST BE IN PLACE AT END OF DAY.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.SPECIAL STILLINGBASIN, TYPPUMP AROUNDASSEMBLY, TYPIMPERVIOUS DIKE, TYPPUMP FLOW FROM ROAD AND ROADSIDEDITCHES ACROSS DISTURBED AREA AT STREAM.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.PROPOSED GRAVITYSEWER LINECONSTRUCTION ENTRANCE, TYPSILT FENCE, TYPPUMP ACROSS DISTURBED AREAONLY WHEN EPHEMERAL DRAIN IS FLOWING.INSTALL COIR MATTING AT OUTLETTO PROTECT BARE SOIL DOWNSTREAM.CHECK DAM TYPE B, TYP157+00158+00159+00160+00161+00162+00163+00164+00165
+
0
0 165+42MATCH LINE STA 157+00ENGEROSION CONTROL PLANSTA 157+00 TO ENDER-8MHL
BWF
.
CB NORTHSCALE IN FEET100'50'0HORIZONTALSCALE IN FEET010'5'VERTICALSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:23 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwg CV-ALL-EROF.dwg
Last Saved: 8/20/2020 11:26 PM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-ALL-EROF.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTH
CAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTING
F
W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
SS
SS
SS
SS
SS
SS
SS SSSSSSIPF 0.5 0.2BGIRF W CAP 0.15AGIRF
IPF 0.5 0.2AG0+001+001+07CIVILPUMP STATION EROSIONAND SEDIMENT CONTROL PLANER-9MHLSGB SPHSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMEHPT19570 AUG 2020CHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 8/21/2020 2:07 AM Plot By: 02876 Filename: N:\WTU\Eng\E&SC\CV-EROF-LS.dwg CV-EROF-LS.dwgLast Saved: 8/21/2020 12:48 AM Saved By: 02876Filename: N:\WTU\Eng\E&SC\CV-EROF-LS.dwgACAD Rel: 23.0s (LMS Tech)FOR PERMITTING 531 N. LIBERTY ST.WINSTON-SALEM, NORTHCAROLINA 27101PHONE - [phone]WEB - WWW.FREESE.COMFreese and Nichols, Inc.North Carolina Registered Engineering Firm C-3916CITY OF HIGH POINTREGISTERS CREEK PUMP STATIONAND FORCE MAIN
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:37 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwg CV-ER-DT-DETL7.dwg
Last Saved: 8/20/2020 4:02 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:37 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwg CV-ER-DT-DETL7.dwg
Last Saved: 8/20/2020 4:02 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:37 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwg CV-ER-DT-DETL7.dwg
Last Saved: 8/20/2020 4:02 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:37 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwg CV-ER-DT-DETL7.dwg
Last Saved: 8/20/2020 4:02 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:37 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwg CV-ER-DT-DETL7.dwg
Last Saved: 8/20/2020 4:02 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL7.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVILEROSION AND SEDIMENT CONTROLSTANDARD DETAILS IER-10MHL
SGB
SPH
TRENCHHARDWOOD STAKES(SEE DETAIL THIS SHEET)TOE OF BANKTRENCHTOP OFSTREAM BANKOVERLAP UPSTREAM FABRICOVERLAP DOWNSTREAM FABRICAT SEAMSMATTINGCHECK TRENCHMATTINGBACKFILLMATERIALOVERLAP UPSTREAMFABRIC, OVERLAPDOWNSTREAM FABRICAT SEAMSSEAMHARDWOOD STAKECOIR FABRIC FOLDED OVERSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:38 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL8.dwg CV-ER-DT-DETL8.dwg
Last Saved: 8/20/2020 4:01 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL8.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVILEROSION AND SEDIMENT CONTROLSTANDARD DETAILS IIER-11MHL
SGB
SPH ROCK PIPE INLET PROTECTION TYPE BNOT TO SCALE1-STAGE AND STOCKPILE AREADURING EXCAVATIONNOT TO SCALE2-STAGE AND STOCKPILE AREAPOST EXCAVATIONNOT TO SCALE3-CLEAN WATER DIVERSIONNOT TO SCALE4-COIR FABRIC - PLAN VIEWNOT TO SCALE5-COIR FABRIC - PROFILE VIEWNOT TO SCALE6-SPECIAL EMBANKMENT FOR RIVER BANK STABLIZATIONNOT TO SCALE7-
IMPERVIOUS DIKEIMPERVIOUSDIKEMAIN PUMP(BASEFLOW)SEDIMENT PUMPAS REQUIREDSPECIAL STILLING BASINOUTFALL ONTOSURGE STONEBEDDING MATERIAL1' MIN.STONE FILLING MEDIUMNON-WOVENGEOTEXTILE FILTERFABRICTOP OF BANKSTREAM BEDTOP OFBANKFULLBEDDINGMATERIALSTONE FILLINGMEDIUM1' MINBASE OFSTREAMFLOWFLOWEXISTING GROUNDPUMP HOSEFLOOD PLAINSTREAMDRAINAGE GEOTEXTILE8" OF BEDDING MATERIALNYSDOT 620.08IMPERVIOUS DIKEPROPOSED PIPEEXISTINGCHANNELPROPOSEDCHANNELCHANNELBOTTOMPROPOSED PIPESHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:39 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwg CV-ER-DT-DETL5.dwg
Last Saved: 8/20/2020 5:00 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:39 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwg CV-ER-DT-DETL5.dwg
Last Saved: 8/20/2020 5:00 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:39 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwg CV-ER-DT-DETL5.dwg
Last Saved: 8/20/2020 5:00 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:39 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwg CV-ER-DT-DETL5.dwg
Last Saved: 8/20/2020 5:00 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 12:39 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwg CV-ER-DT-DETL5.dwg
Last Saved: 8/20/2020 5:00 PM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL5.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVILEROSION AND SEDIMENT CONTROLSTANDARD DETAILS IIIER-12MHL
SGB
SPH PUMP-AROUND DIVERSIONNOT TO SCALE1-SPECIAL STILLING BASINNOT TO SCALE2-IMPERVIOUS DIKENOT TO SCALE3-TEMPORARY WETLAND CROSSINGNOT TO SCALE3-TEMPORARY ROCK CHECK DAMNOT TO SCALE3-EXACVATED DROP INLET PROTECTION (TEMPORARY)NOT TO SCALE2-
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVILEROSION AND SEDIMENT CONTROLNCG010000 REQUIREMENTS 1 OF 2ER-13AMB
AMB
AMB
SHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGSHEETSEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original
ISSUENO.
VERIFY SCALE0 1
DATEBY F&N JOB NO.
FILE NAME
HPT19570
AUG 2020
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF HIGH POINTREGISTERS CREEK PUMP STATION
AND FORCE MAINPlot Date: 8/21/2020 2:43 AM Plot By: 02876 Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwg CV-ER-DT-DETL6.dwg
Last Saved: 8/21/2020 12:42 AM Saved By: 02876Filename: N:\WTU\Drawings\CV-ER-DT-DETL6.dwgACAD Rel: 23.0s (LMS Tech)
531 N. LIBERTY ST.
WINSTON-SALEM, NORTHCAROLINA 27101
PHONE - [phone]
WEB - WWW.FREESE.COM
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916FOR PERMITTINGCIVILEROSION AND SEDIMENT CONTROLNCG 010000 REQUIREMENTS 2 OF 2ER-14AMB
AMB
AMB