New Wingate Elevated Tank - Stormwater Permit Signed and Combined Revised Jan 2019

Wingate 1 Million Gallon Elevated Tank Design for Union County 
This project is for the proposed elevated storage tank that is located within the Town of 
Wingate’s ETJ, northeast of Monroe, in Union County, North Carolina. The project is in the 
Yadkin Pee Dee River basin. The total project area is 9.3 acres and consists primarily of open 
farm/grass plots of land. This project includes 2.3 acres of land disturbed with a total of 13,304 
SF, 0.31 acre, of proposed impervious surface area which is 3.3% of impervious area for the total 
project. This built upon area includes the proposed elevated water tank with foundation and 
concrete slab, gravel driveway leading up to the tank and paved apron at entrance to the 
project. 
During construction, there will be temporary filter socks or silt fences with wire and 
stone reinforced outlets. These will surround the limits of disturbance around the whole project 
area that flows downhill. Either device will help trap sediment from stormwater runoff and 
decrease the velocity of the sheet flow encountered on site. 
The existing grading for the project will stay the same for the entire project except for the 
proposed gravel driveway and ditches along the driveway. Due to the small amount of 
disturbed land and keeping the existing grade, the majority of stormwater will continue to 
runoff the project area with sheet flow. The only differences will be the proposed 15” culvert 
that is located under the proposed apron at the entrance of the project and the proposed swales 
along the proposed driveway. The culvert is needed due to an existing road side ditch that 
followed along Old Williams Rd. The delineated drainage area that flows to the two swales that 
follow along the proposed driveway and the additional drainage area that flows to the 
upstream inlet of the culvert can be seen on the Grading and Erosion Control Sheet.  
New Wingate Elevated Tank Stormwater Calculations
WKD Project ID: 201800700CL
Union County
Objective: Determine culvert size for new proposed driveway
from NCDOT highway 1760 to new Wingate Elevated Tank
Calculations
Flood Event 25-year storm
Drainage Area A 0.6 acres *See Grading & Erosion Control Plan Sheet for delineated D.A.
*Total DA is equal to Swale #2 + Additional DA to Culvert
Intensity i 2.84 in/hr *From NOAA
Rational Method Runoff Coefficients
C D.A. (Ac.)
0.3 0.4387
0.9 0.0213
0.7 0.14
Composite C for Total Area 0.41
Flow Calculation: Q=CiA 0.71 cfs
Capacity of 15" culvert is 4.6 cfs *See Culvert Analysis Spreadsheet
Therefore, 15" culvert is sufficient
Lawns/ Natural Areas
Paved Roads
Gravel Roads
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Culvert Analysis Spreadsheet Ver 5/2012
Client:Union County County:Union County Date:
Design By:Colleen Brophy, P.E.Checked By:Jake Berkshire, P.E.Date:
Comments:
Inputs:
Headwater (Upstream Water Surface) Elevation: 546.10 Feet
Culvert Inlet Invert Elevation: 544.30 Feet
Culvert Diameter: 15.00 Inches Select Culvert Material: Concrete
Length of Culvert: 61.00 Feet Select Culvert Inlet Type: Projecting - Square Edge
Culvert Outlet Invert Elevation: 544.00 Feet
Tailwater (Downstream) Elevation: 545.50 Feet
Outputs:
CAPACITY = 4.6 cfs OUTLET CONTROLS - Full Flow
Manning's n value: 0.012 Concrete
Entrance Coefficient, Ke: 0.5 Projecting - Square Edge
1 MG Wingate Elevated Tank
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New Wingate Elevated Tank Stormwater Calculations
WKD Project ID: 201800700CL
Union County
Objective: Determine if Velocity in Proposed Swales are Permissible
Swale #1 = ditch following the more north and northwestern portion of proposed gravel driveway
Swale #2 = ditch following the more south and southeastern portion of proposed gravel driveway
*See Construction drawings for locations of Swales
Calculations
Time of Concentration:5 mins *Assumed due to drainage size
Flood Event:10-year storm
Intensity i 7.74 in/hr *From NOAA
Rational Method Runoff Coefficients
Swale #1 Swale #2
C D.A. (Ac.)D.A. (Ac.)
0.3 0.9234 0.3827
0.9 0.0071 0.0073
0.7 0.0095 0.11
Flow Calculation: Q=CiA
Manning's n for grass lined channel = 0.4
Swale #DA total (Ac.)Composite C Q (cfs)Slope (%)Flow Depth (ft)Vactual (ft/s)Vpermissible (ft/s)
1 0.94 0.31 2.26 0.0255 0.95 1.25 4.5
2 0.5 0.4 1.55 0.025 0.81 1.18 4.5
Lawns/ Natural Areas
Paved Roads
Gravel Roads
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New Wingate Elevated Tank Stormwater Calculations
WKD Project ID: 201800700CL
Union County
Objective: Determine sheet flow for site during
pre construction, durin construction, and post construction.
Calculations
Time of Concentration:5 mins *Assumed due to small lot size
Flood Event 10-year storm
Drainage Area A 0.14 acres *See Plan sheet for calculated D.A.
Intensity i 7.74 in/hr *From NOAA
Rational Method Runoff Coefficients
C Pre-construction During Construction Post-construction
0.3 7.57 5.85 7.63
0.25 1.69 1.35 1.35
0.7 0 0 0.23
0.9 0 0 0.05
0.5 0 2.06 0
0.291 0.337 0.306
0.315 0.365 0.331
Composite C
Q= CIA (cfs)
D.A. (Ac.)
Concrete Pavement
Bare Soil
Lawns/ Natural Areas
Woods
Gravel Roads
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CAMDEN RDWHITE STOREPHIFER RDWALKUP AVEFOREST HILLSMEDLIN RDHWY 74BIV
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HWY 74BLVDPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C1 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Cover.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Cover.dwg, NSONGCO, 1/25/2019 11:45:44 AM
NEW WINGATE ELEVATED TANK
COVER SHEET
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultantsUNION COUNTY, NORTH CAROLINAJAN 2019WK DICKSON NO.: 20180070.00.CLcommunity infrastructure consultantsKnow what'sRbelow.before you digCallVICINITY MAPNOT TO SCALEUNION COUNTY, NORTH CAROLINA500 N. MAIN ST. MONROE, N.C. 28112PROJECTSITENOTICE TO CONTRACTOR1)PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE CONTRACTOR IS RESPONSIBLEFOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST ANDCROSS THROUGH THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON THE PLANSOR NOT. CALL "811" A MINIMUM OF 72 HOURS PRIOR TO DIGGING OR EXCAVATING. REPAIRSTO ANY UTILITY DAMAGED RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.NEW WINGATE ELEVATED TANKMONROEWINGATESheet List TableSheet NumberSheet TitleC1COVER SHEETC2SITE PLAN AND UTILITY PLANC3TANK SITE PLAN DETAILC4GRADING, DRAINAGE & EROSION CONTROL PLANC5ACCESS ROAD PROFILE AND DETAILSC6SIGHT DISTANCE PLAN & PROFILEC7TANK DETAILS - SHEET 1C8TANKS DETAILS - SHEET 2C9TANK DETAILS - SHEET 3C10TANK DETAILS - SHEET 4C11EROSION CONTROL NOTESC12MISCELLANEOUS DETAILS - SHEET 1C13MISCELLANEOUS DETAILS - SHEET 2C14MISCELLANEOUS DETAILS - SHEET 3E1E2E3E4
N38° 24' 45"W590.80'N80° 01' 25"E487.77'345.65'S09° 58' 35"E371.55'S00° 23' 21"E243.05'N89° 27' 07"E153.25'N89° 27' 07"E482.75'S89° 36' 39"W129.84'183.95'94.25'30.36'N38° 24' 45"W38.00'472.03'520.95'N89° 27' 07"E509.60'N49° 39' 30"W45.85'50' PUBLIC R/W50' PUBLIC R/WSTA: 0+00.00CONNECT TO EXIST. 16" WATER LINEINSTALL 14" TAPPING SLEEVE & VALVE& 16" X 14" REDUCERSTA: 4+88.3416" 22.5° BENDSTA: 6+42.3016" 45° BENDSTA: 5+38.5716" 45° BENDSTA: 0+37.2816" 45° BEND0LD WILLIAMS ROAD (SR 1760)STA: 8+08.5716"x16"x6" TEE118'118'118'118'20'0+00 1+002+003+004+005+006+0
0 7+008+008+70.51STA: 8+70.51PROPOSED STORAGE TANKCENTER OF 36' SUPPORTN: 456206.4599E: 1563610.0799L1
L2L3C1C2 STA: 7+98.2816" GATE VALVE2+003+004+005+006+00LINE TABLELINE #L1L2L3LENGTH8.77'465.37'210.00'DIRECTIONN50°27'01"EN89°28'13"EN26°53'09"WCURVE TABLECURVE #C1C2RADIUS50.00'75.00'LENGTH34.05'152.31'TANGENT17.72'120.86'DELTA039°01'11"116°21'22"PC STA0+08.775+08.20PC NORTHING455894.50455910.25PC EASTING1563142.111563638.84PT STA0+42.826+60.51PT NORTHING455905.95456019.16PT EASTING1563173.491563705.04PI STA0+26.496+29.06PI NORTHING455905.78455911.37PI EASTING1563155.771563759.70EXIST. EOPEXIST. EOPEXIST. WATERLINE97'118'167'40'72'STA: 8+48.3416" 90° BENDPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C2 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwg, CBROPHY, 1/25/2019 11:45:52 AM
WINGATE ELEVATED TANK
SITE PLAN AND UTILITY PLAN
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants0404080SCALE: 1" = 40'STA 0+00CL INTERSECTIONOLD WILLIAMS ROAD &ACCESS ROADPROPOSED GRAVEL ACCESSROAD (12' WIDE) (TYP.)PROPOSED20'x20' GRAVELTURNAROUNDPROPOSED CONCRETE APRONSEE DETAIL SHT. C5EX. 16" DIP WATER MAIN(APPROX. LOCATION)PROPOSED CHAINLINK FENCESEE DETAIL SHT. C12PROPOSED 16" Ø RJ DIP WATER LINEOUTLINE OF TANKOVERHEADEXISTING CHAINLINK FENCEPROPOSED FIREHYDRANT W/ 6" GATEVALVE ASSEMBLYPROPOSED 20'DOUBLE SWINGCHAIN LINK GATESEE TANK SITE PLANDETAIL SHT. C3PROPOSED 15" CLASS IV RCPCULVERT W/ HEADWALLSINVERT INEL. 544.3INVERT OUTEL. 544.0R=20'R=20'5' x 5' PIT FOR UTILITYCONNECTION12'30'PROPOSEDCONCRETE PADSEE DETAIL SHT. C5END OF EXIST. FENCEEND OF EXIST. FENCEPROPOSED 14' WIDEVEHICLE GATESEE DETAIL SHT. C12
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C3 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwg, CBROPHY, 1/25/2019 11:45:58 AM
WINGATE ELEVATED TANK
TANK SITE PLAN DETAIL
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants0202040SCALE: 1" = 20'PROPOSED 20'x20' GRAVELTURNAROUNDPROPOSED 16" Ø RJDIP WATER LINEOUTLINE OF TANKOVERHEAD 70' DIA12' GRAVEL DRIVECLASS A RIP-RAP APRONSEE GRADING PLAN SHT. C4CONCRETE TRENCHOUTLET STRUCTURESEE DETAIL C1012" DIA. OVERFLOW PIPECENTER OF SUPPORTNORTHING: 456206.46EASTING: 1563610.08TANK PEDESTAL 36' DIA.PROPOSED CONCRETE /STEEL BOLLARDS (TYP.)SEE DETAIL SHT. C5PROPOSED 16"GATE VALVEPROPOSED FIREHYDRANT W/ 6" GATEVALVE ASSEMBLYPROPOSED CHAINLINK FENCEEXISTING CHAINLINK FENCEPROPOSED 20'DOUBLE SWINGCHAIN LINK GATEPERSONNEL DOOROVERHEAD DOOR72'PROPOSED CONCRETE PADSEE DETAIL SHT. C5N38° 24' 45"W590.80'S09° 58' 35"E371.55'S00° 23' 21"E243.05'PROPOSED CONCRETE WALKSEE DETAIL SHT. C1220'118'118'118'118'20'97'118'167'40'20'40'20'20'4'
50' PUBLIC R/W50' PUBLIC R/W0LD WILLIAMS ROAD (SR 1760)5515455495485495485475455475465445505505515500+00 1+002+003+004+005+006+0
0 7+008+008+70.512+003+004+005+006+00EXIST. EOPEXIST. EOPEXIST. WATERLINEPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C4 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwg, CBROPHY, 1/25/2019 11:46:04 AM
WINGATE ELEVATED TANK
GRADING, DRAINAGE & EROSION CONTROL PLAN
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants0404080SCALE: 1" = 40'STA 8+70.51CENTER OF 36' Ø SUPPORTSTORAGE TANKSTA 0+00CL INTERSECTIONOLD WILLIAMS ROAD &ACCESS ROADGRAVEL ACCESS ROAD(12' WIDE)20'x20' GRAVELTURNAROUNDEX. 16" DIP WATER MAIN(APPROX. LOCATION)NOTES1. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY SURVEYOR.2. GRADING SHOWN INDICATES FINISHED GRADES WITHIN PROPERTY.3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK WHICH MUST BE VERIFIED BYTHE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.4. ALL PROPOSED CONTOURS AND ELEVATIONS REFLECT FINISHED GRADES.5. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR DIRECTION ON FILLCOMPACTION AND ANY STRUCTURAL CONSIDERATIONS. UNLESS OTHERWISE NOTED,FILL SHALL BE COMPACTED TO 95% A.A.S.H.T.O. STANDARD COMPACTION.6. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHALL BECONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL).7. SITE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAININSIDE LOD, AND MAINTAIN ALL TREE PROTECTION BARRICADES.8. LIMITS OF CLEARING SHOWN ARE BASED ON CUT & FILL SLOPES AND OTHER GRADINGREQUIREMENTS AND ARE APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASED ONFINE GRADING REQUIREMENT.9. ANY GRADING BEYOND THE APPROVED LIMITS OF CONSTRUTION IS SUBJECT TO A FINE.10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLYWHEN THE CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES SHALL BESEEDED OR LANDSCAPED. REFER TO SHEET C11 FOR GROUND COVER SCHEDULE.11. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON THEEROSION CONTROL PLAN. NO DEVICE SHALL BE REMOVED UNTIL THE SITE IS STABILIZED.12. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN ISSUBJECT TO A FINE.13. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER AND ENGINEER ANYDISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTIONDOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.14. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL ANDSTATE STANDARDS.15. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONSOR AS DIRECTED BY NDDEQ-LQS.TOTAL DISTURBED AREA: 99,326 SF OR 2.28 ACRESLEGENDEXISTING GRADEPROPOSED GRADEPROPERTY LINETEMP. SILT FENCE / TREE PROTECTIONLIMITS OF DISTURBANCEEXISTING WATER LINEPROPOSED WATER LINEEXISTING OVERHEAD WIRETEMP. INLET / OUTLET PROTECTIONTEMP. STONE OUTLET590590PROPOSED 15" CLASS IVRCP CULVERTINVERT INEL. 544.3INVERT OUTEL. 544.0ADDITIONALDRAINAGE AREATO CULVERT= 0.10 ACRESDRAINAGE AREA LIMITSTEMPORARY SILTFENCE (TYP.)SEE DETAIL SHT. C12LIMITS OFDISTURBANCE (TYP.)TEMPORARYSTOCKPILEAREA(60) EVERGREEN TREESCREENING SPACED @ 10' O.C.PER SPECIFICATIONS (TYP.)SEE DETAIL SHT. C14RELOCATED UTILITY POLE(10' MIN. OFF GRADING AREA)TEMPORARY OUTLETPROTECTIONSEE DETAIL SHT. C14TEMPORARY INLET PROTECTIONSEE DETAIL SHT. C14TEMPORARY GRAVELCONSTRUCTION ENTRANCESEE DETAIL SHT. C12TEMPORARY STONE OUTLETSEE DETAIL SHT. C12NOTE: DO NOT INSTALL SILTFENCE OVER EXIST. DITCH /SWALE (TYP.)TEMPORARY MATTINGFOR ALL DITCHES (TYP.)SEE DETAIL SHT. C13SWALE #1DRAINAGE AREA= 0.94 ACRESSWALE #2DRAINAGE AREA= 0.50 ACRES
Gravel Access Road NEW PROFILEH: 1"=40'V: 1"=4'540545550555560565570575540545550555560565570575 (545.65) EXIST. EOP EXIST. R/W CL OLD WILLIAMS ROAD (SR 1760)25'-0+250+001+002+003+004+005+006+007+008+009+009+255.00%1.00%3.46%1.34%1.00%50.00' VCPVI STA = 3+40PVI ELEV = 552.45A.D. = 2.46%K = 20.34BVCS: 3+15.00
BVCE: 552.20
EVCS: 3+65.00
EVCE: 553.31GRADE BREAK STA = 0+12.00EL: 545.65'CL STORAGE TANKSTA = 8+70.51EL: 566.00'GRADE BREAK STA = 8+32.51EL: 565.80'GRADE BREAK STA = 8+52.51EL: 566.00'50.00' VCPVI STA = 1+00PVI ELEV = 550.05A.D. = -4.00%K = 12.50BVCS: 0+75.00BVCE: 548.80EVCS: 1+25.00EVCE: 550.30
50.00' VCPVI STA = 6+58.90PVI ELEV = 563.48A.D. = -2.12%K = 23.57BVCS: 6+33.90
BVCE: 562.61
EVCS: 6+83.90
EVCE: 563.81
36'20'STORAGETANKELEV.566.0CONC.PAD3" MIN. COVERPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C5 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwg, CBROPHY, 1/25/2019 11:46:08 AM
WINGATE ELEVATED TANK
ACCESS ROAD PROFILE AND DETAILS
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants0404080SCALE: 1" = 40'EXISTING GRADEFINISHED GRADE2" CRUSHER RUN AGGREGATE8" AGGREGATE BASE COURSEACCESS DRIVE GRAVEL SECTIONNOTE:SEE SPECIFICATIONS AND GEOTECH REPORT FORUNDERCUTTING AND BACKFILL REQUIREMENTS.NOT TO SCALECONCRETE / STEEL BOLLARD DETAIL4'-0"1'-6"4'-0"6"6"6" Ø SCH 40 STEEL PIPEFILLED W/ CONCRETEAND PAINTED PERSPECS SECTION 09900FINISHED GRADE1'-6" CONC. BASE 4000 PSIAIR-ENTRAINED CONC.(MIN 5%, MAX. 7% AIRCONTENT). REFER TOPLAN FOR LOCATIONS.SLOPE TOP FORPOSITIVE WATERRUNOFF6"NOT TO SCALE6" 4000 PSI STRENGTH CONCRETETYPICAL CONCRETE SECTIONCOMPACTED SUBGRADE(98% STANDARD PROCTOR)#3 REBAR @ 12" OC EW8" COMPACTED AGGREGATE BASE COURSE NOT TO SCALE1'-0"SAWCUT LINEMATCH EXIST. ELEVATIONEDGE OF EXIST.PAVEMENTEXIST. PAVEMENTTO REMAINPROPOSEDPAVEMENTREMOVE & REPLACEEXIST. PAVEMENTPAVEMENT DETAILNOT TO SCALE6' - 0"MIN12' ACCESS ROAD2.0%2.0%6' - 0"MINCOMPACTED SUBGRADEACCESS ROAD DETAILNOT TO SCALE12' MIN.ABC STONEPROPOSED 15" Ø CLASS IVRCP CULVERT, INV. EL. 544.156' - 0"DITCH18"10" MIN.6' - 0"DITCH1212121218"EXIST.GROUNDEXIST.GROUNDTEMPORARY MATTING (TYP.)SEE DETAIL SHT. C13TEMPORARYMATTING (TYP.)SEE DETAIL SHT. C13
50' PUBLIC R/W50' PUBLIC R/W0LD WILLIAMS ROAD (SR 1760)0+00
1
+
0
00+001+002+003+004+005+006+007+008+008+00EXIST. EOPEXIST. EOPEXIST. WATERLINE4
0
'Old Williams Road Site Distance PROFILEH: 1"=40'V: 1"=4'530535540545550555560530535540545550555560 -0+500+001+002+003+004+005+006+007+008+008+50L DRIVEWAYC
ELEV. 549.80
EXISTING GRADELINE OF SIGHT (SOUTHEAST)3.5'PROPOSED GRADE ATDRIVEWAY INTERSECTIONLINE OF SIGHT (NORTHWEST)3.5'
3.5'
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C6 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Base.dwg, CBROPHY, 1/25/2019 11:46:13 AM
WINGATE ELEVATED TANK
SIGHT DISTANCE PLAN & PROFILE
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants0404080SCALE: 1" = 40'CL INTERSECTIONOLD WILLIAMS ROAD &ACCESS ROADPROPOSED GRAVEL ACCESSROAD (12' WIDE) (TYP.)400' SIGHT DISTANCEPROFILE SOUTHWESTPROPOSED PAVEDDRIVEWAY APRON400' SIGHT DISTANCEPROFILE NORTHWESTTRAFFIC DIRECTIONTRAFFIC DIRECTIONPOSTED SPEED55 MPHDESIGN SPEED40 MPH
14.00
'7.00
'7.00
'10.00
'10.00
'9.54
'2.50'2.50
'FDFD14' x 14' OVERHEADDOOR OPENING3' x 7' PERSONNELDOOR W/ MEDECOTYPE 3 LOCKS(SEE TECHNICALSPECIFICATIONS)FLOOR DRAIN PIPE TOCONCRETE TRENCHOUTLET STRUCTUREFDSAMPLING SINKDRAIN LINESAMPLE SINK, SEEDETAIL SHT. C10CONCRETE TRENCHOUTLET STRUCTURE,SEE DETAIL SHT. C1012" Ø STAINLESS STEELOVERFLOW PIPELADDER (SEETECHNICALSPECIFICATIONS)36' Ø TANKPEDESTAL45°45°90°45°4.00'CONCRETE WALK,SEE DETAIL SHT. C12CONCRETE PAD,SEE DETAIL SHT. C5LADDER ANDPLATFORM OFFSET36' Ø TANK PEDESTAL36' x 37" RIGGING RAILSACCESS HATCH70' Ø STEEL BOWL12" Ø STAINLESS STEELOVERFLOW PIPE16" Ø INLET / OUTLET PIPE36" Ø VENT (SEE TECHNICALSPECIFICATIONS)44" WIDE BALCONY W/ 42" HIGHHANDRAIL ROOF RAILINGSEE SHT. C10(4) 6" HIGH GROUNDLUGGED PIPES W/ 2" CAPSINSTALL SLIP RESISTANCECOATING WALKING PATHRED DISTRIBUTIONLIGHT AND ANTENNATIE-OFF D-RING60" DRY RISER ACCESS TUBE36" x 42" ROOF HATCH36" MANHOLE OPENINGTO TANK BOWL36" x 37" ROOF HATCHESTIMATED TANK FLOOR PLANSCALE: 1" = 5'NOTE:CONTRACTOR SHALL SUBMIT A SHOP DRAWINGDETAILING CONDUIT STUB-UP LOCATIONS ANDSIZE TO THE OWNER AND CONSULTANT FORAPPROVAL. CONTRACTOR TO INSTALL CONDUITTO ROOF PER TECHNICAL SPECIFICATIONS.ESTIMATED TANK PLANSCALE: 1" = 5'NOTES:1. ALL HARDWARE TO BE STAINLESS STEEL.(SEE TECHNICAL SPECIFICATIONS.2. CONTRACTOR TO INSTALL CONDUIT TOROOF PER TECHNICAL SPECIFICATIONS.CONDUIT STUB-UP LOCATIONS AREAPPROXIMATE.3. CONTRACTOR SHALL SUBMIT A SHOPDRAWING DETAILING CONDUIT STUB-UPLOCATIONS AND SIZE TO THE OWNER ANDCONSULTANT FOR APPROVAL.16" Ø WATERMAIN26.9°NORTHPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C7 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:21 AM
WINGATE ELEVATED TANK
TANK DETAILS - SHEET 3
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants05510SCALE: 1" = 5'
NOTES:1. ALL FITTINGS TO BE FLANGED UNLESS NOTED OTHERWISE.2. PROVIDE PIPE SUPPORT UNDER 90° BENDS AND TEES.3. TANK MANUFACTURER MUST PROVIDE ADEQUATE SUPPORT FOR INFLUENTAND OVERFLOW PIPING.4. SLOPE SLAB 1/8" PER FOOT TOWARDS DRAIN.5. PROVIDE 1" GAP WHERE A FLEXIBLE MECHANICAL COUPLING IS INSTALLED.6. ALL VALVES SHALL OPEN LEFT.7. ALL GASKETS TO BE CLOTH INSERTED.8. ALL PIPING TO BE STAINLESS STEEL.9. PROVIDE A TROWELED FINISH, SLOPE THE TOP SURFACE TO FLOORDRAINS.10. PROVIDE FULL DEPTH ISOLATION JOINTS AT JUNCTIONS WITH WALLS,COLUMNS, FOUNDATIONS, AND OTHER POINTS OF RESTRAINTS.11. PROVIDE1 1/4" DEPTH CONTRACTION JOINTS AT 30 FT. MAXIMUM SPACING.12. PROVIDE SUITABLE SUBGRADE, FILL MATERIALS SHALL BE COMPACTED TO95 PERCENT STANDARD PROCTOR DENSITY (ASTMD698).13. PROVIDE RODENT SCREEN AT END OF FLOOR DRAIN TO CONCRETETRENCH OUTLET STRUCTURE.14. ALL MATERIALS IN CONTACT WITH POTABLE WATER SHALL BE COMPLIENTWITH NSF-61.FLOOR DRAIN PIPE TOCONCRETE TRENCHOUTLET STRUCTURESAMPLING SINKDRAIN LINESAMPLE SINK, SEEDETAIL SHT. C10CONCRETE TRENCHOUTLET STRUCTURE,SEE DETAIL SHT. C1036' Ø TANK PEDESTALCONCRETE WALK,SEE DETAIL SHT. C1210599687695423112" Ø PIPEALTITUDE VALVE PIPING PLANSCALE: 1" = 3'ALTITUDE VALVE PIPING SECTIONSCALE: 1" = 3'9916" Ø WATERMAIN966785211413912" Ø PIPE36' Ø TANK PEDESTALCONCRETE WALK,SEE DETAIL SHT. C12CONCRETE TRENCHOUTLET STRUCTURE,SEE DETAIL SHT. C10CONCRETE WALK,SEE DETAIL SHT. C12TANK F.F.ELEV. 566.001NUMBER12"SIZESTAINLESS STEEL OVERFLOW PIPEVALVE / FITTINGEQUIPMENT LIST216"INFLUENT PIPE312"TEE1212412"GATE VALVE (SIDE WHEELS)516"TEE616"GATE VALVE (SIDE WHEELS)716"DRESSER COUPLING (PROVIDE 4 TIE RODS BETWEEN VALVES)816"TWO WAY ALTITUDE CONTROL VALVE W/ DUAL PRESSURE GAUGES916"90° ELBOW1016"DRESSER COUPLING & 4 TIE RODS1112WALL PENETRATION16" x 16" x 12"TEE13131313FLOOR DRAIN4"141414CONCRETE PIPE SUPPORTS16" Ø WATERMAIN96SECTIONSECTIONHEIGHT NOT TOEXCEED 24"141414141414PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C8 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:23 AM
WINGATE ELEVATED TANK
TANK DETAILS - SHEET 3
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants0336SCALE: 1" = 3'
6"CONCRETE SUPPORT STRUCTURE DIAOUTSIDE DIAMETER OF FOUNDATION (SEE GENERAL NOTE 1)(SEE GENERAL NOTE 1)(SEE GENERAL NOTE 1)
HEAD RANGE = 40'TOP CAPACITY LEVEL = 762'
FOUNDATION HEIGHT 30" Ø RAINPROOFROOF HATCHESOBSTRUCTION LIGHTING INACCORDANCE WITH FAAREGULATIONSDRIP RINGDRIP RINGACCESS TUBETANK ACCESS LADDER (NOTRECOMMENDED FOR COLDCLIMATES) (SEE NOTE #2)30" Ø TANKBOTTOM MANHOLE3" Ø DRAININSIDE ACCESSTUBE LADDER(SEE NOTE #2)ALUMINUM PRESSUREVACUUM VENT24" Ø FLANGEDEXHAUST HATCH24" Ø PAINTERSACCESS HATCHTOP CAPACITY LEVELELEVATION = 762.00BOTTOMCAPACITY LEVELELEVATION = 722.00INTERIORPAINTERS RAILINSPECTION RAIL16" Ø INLET/OUTLET316 STAINLESS STEEL PIPEEXTERIOR PAINTERS RAILACCESS LADDER24" x36" PAINTERSACCESS MANHOLE WITHVENTILATION LOUVERWALKWAYSTRAIGHT LADDER(SEE NOTE #2)12" Ø OVERFLOW WITH #4MESH SCREENED OUTLETSTEP OFF PLATFORMS(MAX. 30 FT. SPACING)OVERHEAD DOORPERSONNEL DOORSTAINLESS STEELEXPANSION JOINTSPLASH DECHLORINATIONCHAMBERTOP OF FDN.ELEVATION = 566.00BURIEDTHRUST BLOCKGRADEPIPE COVERRINGWALL OPENING(PERPENDICULARFOUNDATIONCROSSING)16" Ø PIPELIMIT OFPIPINGESTIMATED TANK INTERIOR SECTIONNOT TO SCALENOTES:GENERAL:1. CONCRETE SUPPORT STRUCTURE DIAMETER AND DIMENSIONS OFFOUNDATION SHALL BE DETERMINED BY THE TANK CONTRACTORBASED UPON THE SOIL BEARING SPECIFIED AND THERECOMMENDATIONS IN THE SOIL REPORT.2. SEE CONTRACT SPECIFICATIONS FOR DESIGN CRITERIA ANDDETAILS. APPLICABLE ELEVATED TANK SPECIFICATIONS ARE AWWAD100-05 AND ACI 318, MOST RECENT VERSION.3. SEE CONTRACT SPECIFICATIONS FOR STEEL TANK COATINGREQUIREMENTS.4. A GALVANIZED LADDER SAFETY DEVICE MEETING OSHA STANDARDSSHALL BE PROVIDED.5. SEE SPECIFICATIONS FOR OPTIONAL ACCESSORIES AND ALTERNATEITEMS.6. ALL LADDERS, LANDINGS, AND ASSOCIATED COMPONENTS INSTALLEDINSIDE THE CONCRETE SUPPORT STRUCTURE SHALL BE HOT-DIPPEDGALVANIZED.7. TANK APPURTENANCES ARE ROTATED FOR CLARITY.8. TOWN OF WINGATE'S LOGO OPTIONAL PER BID ALTERNATIVE.9. LOCATION TO BE APPROVED BY THE TOWN BEFORE PLACEMENT.FOUNDATION:1. REFER TO THE GEOTECHNICAL REPORT FOR RECOMMENDATIONSREGARDING ALLOWABLE BEARING CAPACITY.2. DESIGN LOADS IN ACCORDANCE WITH AWWA D100 (LATEST VERSION).3. DESIGN CONCRETE FOUNDATION IN ACCORDANCE WITH ACI 318(LATEST VERSION).MECHANICAL:1. INLET / OUTLET AND OVERFLOW PIPING WITHIN THE CONCRETEPEDESTAL SHALL BE TYPE 304L STAINLESS STEEL.2. PROVIDE HANGERS, BRACKETS, AND THRUST RESTRAINT ASREQUIRED.3. OVERFLOW SYSTEM SHALL BE DESIGNED TO ACCOMMODATEMAXIMUM FILL RATE. SEE CONTRACT SPECIFICATION.4. REMOVABLE SILT STOP SHALL BE 6 INCHES ABOVE TANK FLOOR.MISCELLANEOUS IRON:1. ALL LADDERS AND LANDINGS SHALL BE GALVANIZED.2. PROVIDE ALUMINUM SAFETY RAILS ON ALL LADDERS.3. ROOF ACCESS TUBE AND TANK ACCESS HATCHES SHALL BE 30"SQUARE.4. A REMOVABLE ALUMINUM LOUVER SHALL BE INSTALLED AT THEUPPER LANDING FOR ACCESS TO THE EXTERIOR PAINTER RAIL.SAMPLE TAP:1. SAMPLE TAP TUBE SHALL BE A 3/4" DIA. SCH 80 PVC PIPE ABOVE BOWLFLOOR. DRILL 1/4" DIA. HOLE(S) @ 12" CENTERS UPPER HOLE TO BE 18"BELOW OVERFLOW LEVEL.2. SAMPLE TAP TUBE SHALL BE 3/4" DIA. PEX TUBE (UTILIPEX) BELOW THE3000 PSI COUPLING AND BRASS VALVE.3. SUPPORT TUBE @ 10' SPACING WITH STAINLESS STEEL BRACKET.4. SUPPORT TUBE TO RAFTER AT TOP OF PIPE.5. INSULATE PIPING AND VALVE BELOW TANK BOWL.PIPING CONFIGURATIONPER VALVE PLANOVERFLOW WEIR PERMANUFACTURES SPECSMAINTENANCEPLATFORMSAMPLE SINKOVERHEAD DOORPERSONNEL DOORESTIMATED TANK EXTERIOR ELEVATIONNOT TO SCALE36' DIA. PEDESTAL70' DIA. PEDESTALDRAFT TUBERISER NOZZLEPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C9 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:28 AM
WINGATE ELEVATED TANK
TANK DETAILS - SHEET 3
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants
6"N15A15AINTERIOR TOWER LIGHTSPC15ARECEPTACLESONE IN ACCESS TUBE NEAR TOP HATCHOBSTRUCTION LIGHTINGONE AT LOAD CENTER 48" ABOVE FLOORONE ABOVE TOP PLATFORMINTERMEDIATEPLATFORMSHANDRAILSLADDERCONCRETE SUPPORTSTRUCTURETYP. PLAN OF LADDER ANDINTERMEDIATE PLATFORMNOT TO SCALETO ALTITUDE VALVEASSEMBLY, SEE DETAILSHT. C86" CRUSHED STONE FLOOR(CONCRETE SLAB OPTIONAL)DUCTILE IRON PIPE (STUBABOUT 1'-0" ABOVE FLOOR)DUCTILE IRONBASE BENDBURIEDTHRUST BLOCKTOP OF FOUNDATIONPIPE OPENING IN RINGWALL SHALLPROVIDE CLEARANCE FOR FLANGE PIPE.OPENING SHALL BE A NOMINAL ONE INCHLARGER THAN FLANGE DIAMETER.DO NOT GROUT OR CAULK AROUND PIPE16" Ø PIPEBURIED THRUST BLOCK DETAILNOT TO SCALEOBSTRUCTION LIGHTING PERFAA REGULATIONS W/PHOTOELECTRIC CONTROL(OPTIONAL)FIXTURES IN ACCESS TUBE (2 REQ'D.)ONE AT TOP & ONE AT BOTTOMFIXTURES LOCATED AT EACHPLATFORM THROUGHOUTSUPPORT STRUCTUREFIXTURES LOCATED IN SUPPORTSTRUCTURE BASE APPROX. 10'-0"ABOVE FLOOR (2 MINIMUM REQ'D.)CONDUITSSWITCH FOR INTERIOR LIGHTSLOCATE NEAR DOORLIGHTING PANELELECTRICAL SUPPLY(BY OTHERS)GROUND100 AMP 20 CIRCUITLOAD CENTERMINIMUM4 SPARECIRCUITS123ELECTRICAL SCHEMATICSAMPLE TANK DETAILNOT TO SCALEBALL VALVES LOCATEDAT PIPE BOWL (TYP.)3/4" UTILIPEX PER SPECSAMPLE LINE AT 8' DEPTH3/4" UTILIPEX PER SPECSAMPLE LINE AT 20' DEPTH3/4" UTILIPEX PER SPECSAMPLE LINE AT 32' DEPTH3/4" PEX TUBE (UTILIPEX)SAMPLE PIPE TO VALVE PIPINGFLOORDRAIN TO OVERFLOWSTRUCTURESINKNOTE:1. SINK SHALL BE AN ELM UTILATUB 17OR APPROVED EQUAL.3/4" BALL VALVES ONSAMPLE LINES (TYP.)10'-8"
10'-0 7/8"
3'-6"L TANKCREMOVE ANGEL WINGBRACKETS AFTER THEYARE NO LONGER NEEDEDFOR ERECTION5'-0" DIA. ACCESS TUBER6'-0"6" KICKBOARD2" (TYP.)12123'-10 1/4"TCL3 3/8"CROWSNEST ERECTIONINSIDE TANK LADDER & DOOR NOT SHOWNSEAL WELD PLATFORMNOT TO SCALETOP OF PLATFORM & SHOPPUNCHED LINE ON OS OFACCESS TUBE3'-0"3'-6"TRENCH GRATING4" Ø PERFORATEDPVC PIPE (TYP.)8" Ø DIPOUTLET PIPECONCRETE TRENCH OUTLET STRUCTURENOT TO SCALESECTION4' WIDEWALKCONCRETE SUPPORTSTRUCTUREINV. ELEV.562.008" Ø DIPOUTLET PIPE4" Ø OPENINGRIP-RAP APRONSEE GRADINGPLAN SHT. C4PLAN4" Ø PERFORATEDPVC PIPE (TYP.)4" Ø OPENING3'-0"TRENCH GRATING12'-0"FLOOR DRAIN PIPE12" Ø DIP PIPEABOVE GRADE(SEE TANK PLAN)8" GATE VALVE10 LF OF 8" DIP PIPESLOPE @ 2.0%INV. ELEV.561.80RIP-RAP APRONSEE GRADINGPLAN SHT. C4TOP TRENCHELEV. 565.50PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C10 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:34 AM
WINGATE ELEVATED TANK
TANK DETAILS - SHEET 4
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants
PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C11 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Erosion Notes.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Erosion Notes.dwg, CBROPHY, 1/25/2019 11:46:39 AM
NEW WINGATE ELEVATED TANK
EROSION CONTROL NOTES
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultantsDEMOLITION/EXISTING CONDITIONS NOTES:1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATEDPRIOR TO BEGINNING CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, ETC AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE PLACED IN ACCORDANCE WITH THE STANDARDS OF THE NORTH CAROLINADEPARTMENT OF TRANSPORTATION.4.SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.5.CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES PRIOR TO DEMOLITION OF EXISTING STRUCTURES.6.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS CONCERNING THE DEMOLITION AND REMOVALOFFSITE OF ALL CONSTRUCTION DEBRIS.7.CONTRACTOR SHALL COMPLETE DEMOLITION WORK IF ANY IN AN EXPEDITIOUS AND TIMELY MANNER.8.DEMOLITION CONTRACTOR, AND ASSOCIATED SUBCONTRACTORS, ARE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH EACHAFFECTED UTILITY COMPANY PRIOR TO THE REMOVAL OR DISCONNECTION OF ANY EXISTING SERVICES ON SITE.9.CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION.EROSION CONTROL MAINTENANCE PLAN1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCETHAT EXCEEDS ONE-HALF (0.5) INCH.2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OFALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIREDDURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALLBE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENTFENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TOMAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THEPAVEMENT. THE FIRST 50' OF THE ENTRANCE ADJACENT TO THE ROAD WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONETO MAINTAIN A 6 INCH DEPTH. THE REMAINDER OF THE CONSTRUCTION ENTRANCE WILL BE CLASS A STONE. THE CONTRACTOR SHALLDAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.CONSTRUCTION SEQUENCEA.CONSTRUCT WORK IN STAGES DURING CONSTRUCTION PERIOD, COORDINATE CONSTRUCTION SCHEDULE AND OPERATIONS WITH OWNER:1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND ALL OTHER APPLICABLE PERMITS PRIOR TO ANY LAND DISTURBING ACTIVITIES.2.SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.3.INSTALLATION OF EROSION CONTROL MEASURES, GRADING FOR ACCESS DRIVEWAY, AND INSTALLATION OF TEMPORARY CONSTRUCTIONENTRANCE.4.COORDINATE WITH EROSION CONTROL INSPECTOR TO OBTAIN APPROVAL THAT EROSION CONTROL MEASURES ARE INSTALLED CORRECTLY.5.SITE CLEARING AND GRADING OF REMAINDER OF ACCESS ROAD.6.MAINTAIN ALL EROSION CONTROL ALL EROSION CONTROL MEASURE OUTLINED ON THE EROSION CONTROL PLANS, NOTES, AND DETAILS. 7.EXCAVATION OF FOUNDATION AND CONSTRUCTION OF CONCRETE FOUNDATION AND PAD.8.CONSTRUCTION OF COMPOSITE ELEVATED TANK, INCLUDING ERECTION OF REINFORCED CONCRETE SUPPORT COLUMN, WELDED STEELTANK, FINISH AND COATING, AND ALL INTERIOR PIPING, PENETRATIONS, AND APPURTENANCES. ALL WORK IN THIS STAGE SHALL BE PERMANUFACTURERS RECOMMENDED SEQUENCE OF WORK.9.CONSTRUCTION OF UTILITY LINES, VALVES, WATERMAIN TAP, SITE PIPING, AND ELECTRICAL/MECHANICAL APPURTENANCES, INCLUDINGSCADA INTEGRATION.10.DISINFECTION AND TESTING.11.SITE FINISH WORK, FINAL GRADING, SEEDING, AND LANDSCAPING.12.ADJUST EROSION CONTROL MEASURES AS NEEDED DURING CONSTRUCTION. COORDINATE WITH EROSION CONTROL INSPECTOR.13.ONCE VEGETATIVE PROTECTION IS ESTABLISHED, COORDINATE WITH EROSION CONTROL INSPECTOR TO OBTAIN APPROVE REMOVAL ANDOFFSITE DISPOSAL OF ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING TEMPORARY CONSTRUCTION ENTRANCE.14.FINISHED ACCESS ROAD.EROSION CONTROL NOTES:1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND/OR STATE STANDARDS.2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZESEDIMENTATION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTEDAT APPROPRIATE STAGES OF CONSTRUCTION.3. THE TOTAL DENUDED AREA IS 2.28 ACRES.4. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE FIELD BY CONTRACTOR BASED ON SITE CONDITIONSAND INSPECTOR'S RECOMMENDATIONS.5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY EROSION CONTROL INSPECTOR.6. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO DRAIN TO EROSION CONTROL DEVICES.7. AN EROSION AND SEDIMENT CONTROL PLAN REQUIRED FOR ANY OFF-SITE BORROW OR WASTE AREA ASSOCIATED WITH THIS SITE WILL BECONSIDERED THE RESPONSIBILITY OF UNION COUNTY FOR THE LAND DISTURBING ACTIVITY.8. FOLLOWING EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES, CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGEDEROSION CONTROL MEASURES. THIS INCLUDES BUT IS NOT LIMITED TO SILT FENCE, CONSTRUCTION ENTRANCES, SILT FENCE OUTLETDEVICES, AND INLET PROTECTION. TYPICAL MAINTENANCE INCLUDES CHECKING FOR STRUCTURAL DEFICIENCIES SUCH AS UNDERMINING ANDDEBRIS BUILDUP AROUND SILT FENCE.9. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE DISTURBED AREA AND TO ENSURE THAT THE DISTURBED AREAS ARESTABILIZED WITH VEGETATION AS SOON AS POSSIBLE.10. SILT FENCE SHALL BE INSTALLED AT LEAST 5 FEET OFF THE TOE OF ALL FILL SLOPES.11.SILT FENCE SHALL BE INSTALLED AT LEAST 10 FEET OFF THE TOE OF ALL FILL SLOPES GREATER THAN 10 FEET IN HEIGHT.12.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, ASITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT.13.ADDITIONAL MEASURES MAY BE REQUIRED - THE APPLICANT IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVEDEROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPSNECESSARY TO STOP SEDIMENT FROM LEAVING THIS SITE.14.AN EROSION CONTROL INSPECTION IS REQUIRED AT THE BEGINNING AND DURING CONSTRUCTION.GROUND COVER SCHEDULESITE AREA DESCRIPTIONSTABILIZATION TIME FRAMESTABILIZATION TIME FRAMEEXCEPTIONSPERIMETER DIKES,SWALES, DITCHES AND SLOPES7 DAYSNONEHIGH QUALITY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1, 14 DAYS ARE ALLOWEDSLOPES 3:1 OR FLATTER14 DAYS7 DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHALL OTHER AREAS WITHSLOPES FLATTER THAN 4:114 DAYSNONE (EXCEPT FORPERIMETERS AND HWQ ZONES)551020100KENTUCKY BLUEGRASSREDTOPKOREAN LESPEDEZASERICEA LESPEDEZATALL FESCUESPECIESSEEDING MIXTUREPERMANENT SEEDING SCHEDULE-MIXTURE #1MJULY 25-SEPT. 15MAR. 1-MAY 10JULY 15-AUG. 30MAR. 5-MAY 15POSSIBLEMAR. 20-APR. 20JULY 25-AUG. 15MAR. 1-APR. 1AUG. 15-SEPT. 1MAINTENANCEMULCHSOIL AMENDMENTSSEEDING DATESNURSE PLANTSSEEDING NOTEBESTIS FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.MOW NO MORE THAN ONCE A YEAR. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTHNETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLEGROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 5-10-10 FERTILIZER.APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACREAND EAST FACING SLOPES.COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN SPRING ON NORTHABOVE 2500 FT:BELOW 2500 FT:MAY BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THESUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). ITBETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACREAFTER AUG. 1, USE UNSCARIFIED SEED FOR SERICEA LESPEDEZA.LESPEDEZAS IN MARCH.RATE (LB/ACRE)SEEDING MIXTURESPECIESRYE (GRAIN)ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS)OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TOEXTEND BEYOND JUNE.MOUNTAINS - ABOVE 2500 FT: FEB. 15-MAY 15 BELOW 2500 FT: FEB. 1-MAY 1PIEDMONT - JAN. 1-MAY 1COASTAL PLAIN - DEC.1-APR. 15FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING OR AS MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLYSTRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.SEEDING DATESSOIL AMENDMENTSMULCHMAINTENANCETEMPORARY SEEDING - LATE WINTER/EARLY SPRING120 50RATE (LB/ACRE)WHERE THEY CAN CLOG DRAINAGE DEVICES.MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWNSLOPEAND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 LB/ACRE GRAIN STRAW20 (1 LB/1000 SQ. FT.)175-200 (3 LB/1000 SQ. FT.)RATE (LB/ACRE)BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRESUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).BELOW 2500 FT:ABOVE 2500 FT:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACREGROUND AGRICULTURAL LIMESTONE AND 1,200 LB/ACRE 10-10-10 FERTILIZER.USE JUTE, EXCELSIOR MATTING, OR A SIMILAR CHANNEL LINING MATERIAL TO COVER THEBOTTOM OF CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHESTCALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND ININSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER ACCORDINGTO SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10 FERTILIZER (3 LB/1000 SQ. FT.). MOWBESTNURSE PLANTSSEEDING DATESSOIL AMENDMENTSMULCHMAINTENANCEAUG. 15-SEPT. 1MAR. 1-APR. 1JULY 25-AUG. 15MAR. 20-APR. 20POSSIBLEMAR. 5-MAY 15JULY 15-AUG. 30MAR. 1-MAY 10JULY 25-SEPT. 15PERMANENT SEEDING - GRASS-LINED CHANNELSSEEDING MIXTURESPECIESTALL FESCUEKENTUCKY BLUEGRASSREGULARLY TO A HEIGHT OF 2-4 INCHES.40SPECIESGERMAN MILLETIN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASSMAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.MOUNTAINS - MAY 15-AUG. 15PIEDMONT - MAY 1-AUG. 15COASTAL PLAIN - APR. 15-AUG. 15FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACREGROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLYSTRAIGHT CAN BE USED AS AN ANCHORING TOOL.REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZEAND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.SEEDING MIXTURESEEDING DATESSOIL AMENDMENTSMULCHMAINTENANCETEMPORARY SEEDING SCHEDULE - SUMMERRATE (LB/ACRE)RYE (GRAIN)SPECIESTEMPORARY SEEDING SCHEDULE - FALLMAINTENANCEMULCHSOIL AMENDMENTSSEEDING DATESSEEDING MIXTURE(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA INTEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTENDREPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,STONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIME-COASTAL PLAIN AND PIEDMONT - AUG. 15-DEC. 30MOUNTAINS - AUG. 15-DEC. 15120LATE FEBRUARY OR EARLY MARCH.RATE (LB/ACRE)1.GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON ATRACT COMPRISING MORE THAN ONE (1) ACRE, A GROUND COVER SUFFICIENT TORESTRAIN EROSION MUST BE PLANTED OR PROVIDED PER THE GROUND COVERSCHEDULE SHOWN ON THIS SHEET.2.GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE SHOWN HERE, ORAT THE COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS SHORTER,SLOPES SHALL BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER,DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.3.PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE COMPLETION OF ANYPHASE OF GRADING, WHICHEVER PERIOD IS SHORTER, DISTURBED AREAS SHALL BEPLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, ORSTRUCTURES SUFFICIENT TO RESTRAIN EROSION.
@ 6" O.C. VERT.3"3'-0"6'-0"18"WIRE12'-0" MAXIMUM-4' & 5' FENCE10'-0" MAXIMUM-6' FENCETYPICALCONCRETE FOOTING,LINE POSTCHAIN LINK FENCE DETAILTOP RAILTENSION3 STRANDS BARBED WIRECHAINLINK12"4"2"LINKCHAINFRAMEGATEROD14"POSTGATETRUSS20'-0" MAXIMUM12"18"3"3'-0"3 STRANDS BARBED WIREDOUBLE CHAIN LINK SWING GATEVARIES 6" THICK50' MIN.COARSE AGGREGATE-STONE SIZE = 2"-3"PUBLIC
ROADSEE S
ITE
PLANMINIMUMTEMPORARY GRAVEL CONSTRUCTION ENTRANCEGEOTEXTILE FABRIC INSTALLEDUNDER CONSTRUCTION ENTRANCEFLOWFLOW10'STEEL POST24" FILTER FABRIC
4"min.8"24" Min.SUPPORT POSTSLOPE COMPACTED SOIL36"NOT TO SCALESILT FENCE - WIRE & STONE REINFORCED OUTLET4'GA., TYP.MIN. 10STRANDBOTTOMPOST
WIRE TIESWIRE WITHFENCING STAPLES PER POSTSTEEL POST WITH MIN. 4TOP ANDPOST= 36 SQ. IN.OPENING SIZEFABRIC MESHMAX. WIREAPPROVED BY ENGINEERMANUFACTURER TO BEETHYLENE YARN OFPOLYESTER OR POLY-POLYPROPYLENE NYLON,FILTER FABRIC TO BETEMPORARY SILT FENCEFILL SLOPEFILTER FABRICWIRE FABRIC36" MIN.
WIDTH STEEL POSTVARIABLE AS DIRECTED BY THE ENGINEER (10' MAX.)ANCHOR WIRE FABRIC TOSECURELYANCHORFABRIC TOSTAY WIRES,4"8"
2'-0" FABRIC
3'-0"EXISTINGGROUNDLINEFLOW2'-0"
STEEL
2'-0"
STEEL 12" SPACINGMIN. 14 GA.LINE WIRES
MIN. 12.5
GAUGE
ANCHOR FABRICAS SHOWNELEVATIONSECTIONFABRICNOTES:1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING ANDDISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER. FILTERFABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH EXTENTTHAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE. 2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (@ 20% MAX.ELONGATION) OF 30lbs/LIN. IN., WIRE FABRIC REQUIRED.3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH = 50lbs/LIN. IN. @ MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL, MAXIMUMPOST SPACING = 6 FEET.4. POSTS SHALL BE 1.33 lb/LF STEEL UNLESS OTHERWISE APPROVED BYENGINEER.10 FT. MAX. SPACING WITHWIRE SUPPORT FENCECLASS A STONE 1FT HEIGHT, 1 FT.BEYOND EDGESSTEEL POST 36' ABOVEGRADE (MAX.)FILTER FABRIC36" MIN. WIDTHNOTES:1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVESEDIMENT WHEN DEPOSITS REACH 30% OF FENCE HEIGHT.2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOTCONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDINGEFFICIENCY.19 GAUGE HARDWARECLOTH W/ 1/4" MESHOPENINGMAINTENANCE:MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENTFROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANYSTRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, ORTRACKED ONTO PUBLIC ROADWAYS.NOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALECONCRETE SIDEWALK DETAILGENERAL NOTES:A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIREDIN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TOREQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESSDISTRICT WILL BE DETERMINED BY THE CITY/COUNTY ENGINEER. WIDTH OF SIDEWALKS SHALL BE A MINIMUM OF 4' OR AS SHOWNON DRAWINGS.SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)4" CONCRETE SIDEWALKRIGID
STRUCTURE 1/8"1"1/8" TO 1/4"1/2"4"DETAILS SHOWING EXPANSION JOINTSIN CONCRETE SIDEWALKTRANSVERSE EXPANSIONGROOVE JOINT IN SIDEWALKEXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT INADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE6.5.4.3.2.1.JOINT IN SIDEWALKJOINT SEALER1/8" RADIUSJOINT FILLER4"FINISHED GRADE(SEE PLAN)NOT TO SCALE2%70'10'SIGHT TRIANGLE(TYP.)EXISTING ROADEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTR = 20'R = 20'R/WR/WR/WR/WR/WDRIVEWAY APRONNOT TO SCALEWITH LOCK FROM OWNER LINK OF CHAIN CONNECTEDINSTALLED 3' IN GROUND (TYP.)8"x8"x8' PRESSURETREATED POST#57 STONE (TYP.)1"Ø HINGE BOLT (TYP.)VEHICLE GATE DETAIL14' - 5 PANNELSTEEL FARM GATENOT TO SCALEPRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C12 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:47 AM
WINGATE ELEVATED TANK
MISCELLANEOUS DETAILS - SHEET 1
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants
5-1/4" SHAFT, SLIP OR SCREW TYPE, OR APPROVED EQUAL.2. BODY CASTING TO BE TYLER MANUFACTURE NO. 6855-SERIES,5-1/4" DROP LID OR APPROVED EQUAL.1. LID CASTING TO BE TYLER MANUFACTURE NO. 6850-SERIES,NOTES:10-1/4"8"6-1/2"1/4"5-3/4"VARIESVARIES3/16"9-1/2"THREE PIECE WATER VALVE BOX3. THIS VALVE BOX ACCOMODATES 4" THRU 16" VALVES.7-5/16"2"2"5.75"2"7-5/8"9"6.125"TOP SECTIONBOTTOM SECTION5.25"DROP LID2"4.5"27" DIAMETERSTANDARD VALVE BOX PROTECTORGRADECONCRETEPRECAST9.25"2"4"
2"FINISH14" DIAMETERNO. 3 REBAR23" DIAMETERNO. 3 REBARVALVE BOXAAEMBEDMENT
CLASS DBc OUTSIDE DIAMETER OF PIPEH COVER ABOVE TOP OF PIPEa EMBEDMENT BELOW PIPE (SEE TABLE)HAND PLACED EMBEDMENTGRANULAR EMBEDMENT1/8 H
6" MIN
NOTE 3
1/8 H
6" MIN
NOTE 3
EMBEDMENT
a
CLASS CEMBEDMENT
1/6 Bc
EMBEDMENT
a
CLASS B6" MIN
NOTE 3
1/8 H
a
ARCH ENCASEMENTCLASS ACONCRETED NOMINAL PIPE SIZEENCASEMENTPLACED TOFULLTRENCHWIDTHMAY BELEGENDREINFORCING STEELWHEN REQUIREDBACKFILL
TRENCH
1/8 H
6" MIN
NOTE 3
1 1/4 BcBc+ 8" MINTABLE OF EMBEDMENT27" & SMALLERDDEPTHS BELOW PIPEMIN6"SOILa1/4 D OR
4" MIN
MIN6"ROCKaSTANDARD BEDDING DETAILNOTES:1.GRANULAR EMBEDMENT MATERIAL SHALL BE COARSE AGGREGATE SIZE NUMBER 57. EMBEDMENT MATERIAL SHALLBE PLACED IN LAYERS NOT MORE THAN 6" DEEP AND COMPACTED AS SPECIFIED.2.HAND PLACED EMBEDMENT COARSE AGGREGATE SIZE NUMBER 57 SHALL BE COMPACTED FINELY DIVIDEDMATERIAL FREE FROM DEBRIS AND STONES.3.EMBEDMENT COARSE AGGREGATE SIZE NUMBER 57 ABOVE THE TOP OF THE PIPE SHALL BE AN UNCOMPACTEDLAYER FOR ALL INSTALLATIONS.4.REFER TO SPECIFICATIONS FOR GEOTECHNICAL FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS FOR TRENCHESIN FINE SOILS EXTENDING BELOW GROUNDWATER LEVEL.5.TRENCH OUTLINES DO NOT INDICATE ACTUAL TRENCH EXCAVATION SHAPE, SOIL CONDITIONS, OR PRESENCE OFSHEETING LEFT IN PLACE. EMBEDMENT MATERIAL SHALL EXTEND THE FULL WIDTH OF THE ACTUAL TRENCHEXCAVATION.6.SEE SPECIFICATIONS FOR PIPE MATERIAL BEDDING TYPE.NOT TO SCALEBACKFILL
TRENCH
BACKFILL
TRENCH
BACKFILL
TRENCHNOT TO SCALENOT TO SCALEFOR USE IN UNPAVED AREAS.NOTE:PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C13 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:49 AM
WINGATE ELEVATED TANK
MISCELLANEOUS DETAILS - SHEET 2
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORD
DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants
5. PROVIDE MINIMUM 3'-0" COVER OVER PIPE.UNDER OR ADJACENT TO STRUCTURES. STANDARD WATER LINE TRENCH 18"AS NOTEDDENSITY EXCEPTTO 90% OF MAXIMUMBACKFILL COMPACTEDCOMPACTED TO 95%SELECT BACKFILLL C TRENCH WIDTHAND BELLS.4. HAND SHAPE TRENCH BOTTOM FOR LOWER QUADRANT OF PIPEOR ROCK IS ENCOUNTERED, ONLY AS DIRECTED.3. STONE IS REQUIRED TO 6" BELOW PIPE WHERE WET CONDITIONS2. STONE TO BE NO LARGER THAN NCDOT NO. 67, WELL TAMPED.THROUGH PAVEMENTS, CURBS, DRIVEWAYS AND SIDEWALKS, AND1. BACKFILL TO 95% OF MAXIMUM DENSITY WHERE EXCAVATIONS CUTNOTES:MINIMUMMINIMUM8"8"PIPELINEBOTTOM OF EXCAVATION(SEE NOTE 3 BELOW)OF MAXIMUM DENSITY
PLAN & ELEVATION PLUGS BENDS & TEES SECTION X-X PLAN-TEES PLAN-BENDS 10" DIA.12"Ø & UP24" MIN.,& LESS18" MIN.4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS.XXXXCC
DDC=PLAND=ELEVATION18" MIN.-10" DIA. OR LESS24" MIN.-12" DIA. OR GREATERBB
45°AAUNDISTURBEDAA4"6"8"10"12"18"18"24"28"32"12"12"18"22"28"10"10"13"15"19"28"22"18"13"13"7"7"10"12"14"10"10"12"15"18"14"12"10"7"18"15"12"10"10"12"12"16"20"22"14"14"18"22"28"13"19"25"31"37"6"9"11"14"17"PIPESIZEABCDABABBAAB2000 PSF SOIL (SAND & GRAVEL WITH CLAY)NOTES:1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE.2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.7"SOIL (TYP.) CONCRETE THRUST BLOCKING 24"54"42"36"36"18"36"18"36"30"38"54"16"90° BEND45° BEND22-1/2° BEND11-1/4° BENDTEEPLUG5. RESTRAIN ALL FITTINGS WITH MECHANICAL JOINT RESTRAINING GLANDS. STANDARD FIRE HYDRANT ASSEMBLY NOTE:INSTALL FIRE HYDRANT A MINIMUM OF 4' BEHIND EXISTING DITCHLINE OR 1'OFF EXISTING R/W. HYDRANTS AND VALVES SHALL NOT BE INSTALLED INCONCRETE SIDEWALK OR CURB & GUTTERWATER LINESOLID 4"x 8"x 16"CONCRETE BLOCK ONUNDISTURBED GROUNDTAPPING SLEEVE WITH FLANGED OUTLETMEETING 200 PSI WORKING PRESSURE MINIMUM.TAPPING SLEEVE AND VALVE ASSEMBLYNOT TO SCALENOT TO SCALENOT TO SCALEA MINIMUM OF 6" OF CONCRETEA MINIMUM OF 6" OF CONCRETEMECHANICAL JOINT"LOCKED"HYDRANT TEE14 GA. STRANDED BLUE COATEDCOPPER TRACER WIREGATE VALEVE6" MECHANICAL JOINTLEADER WITH6" DUCTILE IRONMEGALUGSSTONEWASHEDNO. 6718" X 18" X 6"BURY LINE-TO BE SET ATEXIST. GRADELEVELHYDRANTS TO BE SET ATEDGE OF R/W AT PROPERTYCORNERSPAINT COLORSBODY................FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT REDBONNET...........HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766CAPS.................HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766THRUST BLOCKINGEXISTING PIPESOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.2.3.1.NOTES:BACKFILL AS SPECIFIEDBERM OUTSIDE OF ROOTBALL4" HIGH / 6" WIDE MAXIMUM 4" MAXIMUM LAYER OF MULCH RAISE PIT BOTTOM TO SET ROOT CROWNAT THE CORRECT HEIGHT. FIRM SOIL UNDERBASKET WHERE PRESENTROOT BALL.ROOT BALL DIA.AND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 BURLAPREMOVE TOP 1/3 OF WIREFROM ROOT CROWN REMOVE TYPICAL EXCESS SOIL 3/4" NYLON STRAPBE AT FINISH GRADE ROOT CROWN TO DRIVEN IN LINE WITH STRAPWITH CENTERED 3/8" HOLE3 - 1"x2"x18" WOOD STAKESVARIES12"6" SLIP KNOT WITH STOP KNOT.6" LARGER THAN TREE DIAMETERKEEP MULCH AWAY FROM TRUNK 1" TO 2"REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A4.LEGAL MANNER.EQUALLY SPACED AROUND TREERESEED UNMULCHED, DISTURBED AREAS.5.UNDISTURBED SOIL FINISH GRADESTAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF ARBORIST.TREE PLANTING DETAIL NOT TO SCALE INLET PROTECTION NOT TO SCALECULVERT INLET- PLANFLOWCULVERT PIPEEXCESS SOCKMATERIAL DRAWN IN AND TIED OFF TO 2"x2"WOODEN STAKE, (TYP.)8" FILTER SOCKNOTES:1. ALL MATERIAL TO MEET SPECIFICATIONS.2. FILTER MEDIA FILL TO MEET APPLICATIONS REQUIREMENTS.3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.4. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED 1/2 THE HEIGHT OF THE CHECK DAM.FITTING5' MIN.PRELIMINARY DRAWINGS - NOT RELEASED FOR CONSTRUCTION
616 COLONNADE DRIVECHARLOTTE, NC 28205(t)704-334-5348(f)704-334-00787WWW.WKDICKSON.COMNC LICENSE NO.F-0374JRBJRBNSJAN 2019C14 OF 1420180070.00.CLFILE PATH:L:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwgL:\Projects\Union County (NC)\2018007000CL - New Wingate Elevated Tank\CADD\Plan Set\20180070_Details.dwg, CBROPHY, 1/25/2019 11:46:54 AM
WINGATE ELEVATED TANK
MISCELLANEOUS DETAILS - SHEET 3
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DESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants
NRCS Soil Survey Map – Wingate Proposed Elevated Tank Project Site

There entire project area is under the BdB2 which is classified as “Badin Channery silty clay
loam, 2 to 8% slopes, moderately eroded”. See Geotechnical Report for more information.
Lying and being in Monroe Township, Union County, North Carolina and being more particularly
described as follows:

BEGINNING at a stone being the common corner of the property owned by John Steve Crowder and
James Kelly Crowder (now or formerly) as described in that instrument recorded in Book 461, Page 525
and the property owned by Henry Eugene Morgan, Jr. & Edna E. Morgan(now or formerly) as described
in that instrument recorded in Book 184, Page 607 and being the southeast corner of First Tract of the
property owned by Addie S. Williams as described in that instrument recorded in Book 3437, Page 265 in
the Union County Public Registry, said stone being located South 60° 5412’ 51” East 5,195.03 feet from
N.C.G.S. Monument “Union HM 97” having NAD 83 (2011) North Carolina State Plane Grid Coordinates
N=458,475.9794 feet and E=1,559,134.5430 feet, with a combined grid reduction factor of 0.99988213;
thence with the southern boundary of aforesaid First Tract and the northern boundary of aforesaid
Morgan property South 89° 27’ 07” West (passing an existing iron pin at 472.05 feet) a total distance of
509.60 feet to a computed point in the center of Old Williams Road (also known as SR 1760); thence
with the centerline of aforesaid road North 49° 39’ 30” West 45.85 feet to an computed point; thence
leaving aforesaid road and following a new line North 89° 27’ 07” East (passing an iron pipe set at 38.20
feet) for a total distance of 520.95 feet to a nail set in a small tree and being in the common boundary of
aforesaid Crowder property; thence with the common boundary of aforesaid Crowder property South
38° 24’ 45” East 38.00 feet to the POINT OR PLACE OF BEGINNING, containing 15, 466 square feet or
0.36 acre, more or less, as shown on survey titled “30’ Private Ingress/Egress Easement and 30’ Public
Utility Maintenance Easement” for Union County”, dated October 26, 2017, and prepared by Michael D.
Case, PLS, of SEPI Engineering & Construction, N.C.P.L.S. No. L-2828.