Crystal clean car wash_final site plan setSCOTTSCOTTCHRIS1430NOT TO SCALEVICINITY MAPANDERSON CREEK TOWNSHIPNEAR SPRING LAKE, NORTH CAROLINAHARNETT COUNTYINDEX OF DRAWINGSG1.0 - UTILITY NOTESC1.0 - EXISTING CONDITIONSC2.0 - SITE PLANC3.0 - GRADING AND EROSION CONTROL PLANC4.0 - UTILITY PLANC5.0 - PROFILESC6.0 - SITE & EROSION CONTROL DETAILSC6.1 - WATER & SEWER DETAILSCRYSTAL CLEANSITE DEVELOPMENT PLANSTHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRSEALL-4571SEAN R.SEEV
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I:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l 00 CS l 3.13.2019 11:22:45 AM
CRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEDATE RELEASEDSEE SHEETSPROJECT NAMECLIENTPROJECT INFORMATIONDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 13, 2019TAX ID# 0514-00-0647.000RAY ROADANDERSON CREEKTOWNSHIPNEAR SPRING LAKEHARNETT COUNTYNORTH CAROLINASITEEXISTING UTILITY OWNERWATER AND SEWERHARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES700 McKinney ParkwayLillington, North Carolina 27546910-893-7575Contact: Shane Cummings, PEOWNER/DEVELOPERWELLCO CONTRACTORS, INC511 Highway 210 N.Spring Lake, North Carolina 28390910-436-3131Contact: Billy Wellonsemail: billy@wswellonsrealty.comSURVEYOR4D SITE SOLUTIONS, INC.409 Chicago Drive - Suite 112Fayetteville, North Carolina 28306910-426-6777Contact: Jimmy Holland, PLSemail: jholland@4dsitesolutions.comCIVIL ENGINEER4D SITE SOLUTIONS, INC.409 Chicago Drive - Suite 112Fayetteville, North Carolina 28306910-426-6777Contact: Scott Brown, PEemail: sbrown@4dsitesolutions.com
SEAL027452NO
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FESSIONALC.SCOTT BROWNENGINEER
I:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l 01 G1.0 NOTES l 3.13.2019 11:23:07 AM
UTILITY NOTESCRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEG-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1430DATE RELEASEDSEE SHEETSDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 13, 20194”””“”“”C“””PF”F” PPP¾”””””””””””””9¾””””2”“””AA””OWBC“”“”O””OO”OO””””””OOOW14“”TW”B7OWOW
492SR 1121 (RAY ROAD)SR 1162 (ROLLING SPRINGS DRIVE)275276277278279280281282
283
284 285
284
283
282
281
280
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2
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27
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280
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284 VICINITY MAPNOT TO SCALEI:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C1.0 EX COND l 3.13.2019 11:24:17 AM
EXISTINGCONDITIONSCRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEDATE SURVEYEDHORIZONTAL: 1"=20'C-1.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSURVEYED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MIKESEANJIMMY1430SEALL-4571SEAN R.SEEVE
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FESSIONALLAND SURVE
YORAUGUST 23, 201813MARCH13MARCH280277SEALL-4571SEAN R.SEEVER NORTH CAROLINAPROFESSIONALLAND SURVEYOR SITE
49
2
SR 1121 (RAY ROAD)SR 1162 (ROLLING SPRINGS DRIVE)
VICINITY MAP
NOT TO SCALE
HORIZONTAL: 1"=20'I:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C2.0 SITE l 3.13.2019 11:26:13 AMSEAL
027452NORTH CAROLI
NAPRO F ESSIO
N
ALC.SCOTT B R O W NENGINE E R
SITE &
LANDSCAPE
PLAN
CRYSTAL
CLEAN
WELLCO
CONTRACTORS,
INC
211 Highway 210 NorthSpring Lake, North Carolina 28390
Phone:(910) 436-3131Fax:(910) 436-2242
REVISIONS
DRAWING SCALE
C-2.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SCOTT
SCOTT
CHRIS
1430
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
MARCH 13, 2019
SITE
305
302
SITE DATA
492SR 1121 (RAY ROAD)SR 1162 (ROLLING SPRINGS DRIVE)275276277278279280281282
283
284 285
284
283
282
281
280
279278
2
7
7
276276 278
27
9
280
281 282283
284 VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C3.0 G&EC l 3.13.2019 11:32:33 AM
HORIZONTAL: 1"=20'SEAL027452NO
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FESSIONALC.SCOTT BROWNENGINEERGRADING ANDEROSIONCONTROL PLANCRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-3.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1430DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 13, 2019SITE305302
492SR 1121 (RAY ROAD)SR 1162 (ROLLING SPRINGS DRIVE)275276277278279280281282
283
284 285
284
283
282
281
280
279278
2
7
7
276276 278
27
9
280
281 282283
284 VICINITY MAPNOT TO SCALETHE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATEDKnow what'sbelow.before you dig.CallRI:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C4.0 UT l 3.13.2019 11:28:13 AM
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FESSIONALC.SCOTT BROWNENGINEERUTILITY PLANCRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-4.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1430DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 13, 2019SITE280277
276277278279280278279280WATER MAIN -0+50 TO 1+50WATERLINE 1SR 1162 (ROLLING SPRINGS DRIVE)275276277278276276278SANITARY SEWER -0+50 TO 1+00SEWER LINE 1I:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C5.0 PRO l 3.13.2019 11:29:33 AM
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FESSIONALC.SCOTT BROWNENGINEERWATER & SEWERPROFILESCRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-5.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1430DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 13, 2019
15892347610111312I:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C6.0 DETAILS l 3.13.2019 11:30:13 AM
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FESSIONALC.SCOTT BROWNENGINEERSITE & EROSIONCONTROLDETAILSCRYSTALCLEANWELLCOCONTRACTORS,INC211 Highway 210 NorthSpring Lake, North Carolina 28390Phone:(910) 436-3131Fax:(910) 436-2242REVISIONSDRAWING SCALEC-6.0SHEET NUMBERPROJECT NAMECLIENTPROJECT INFORMATIONSCOTTSCOTTCHRIS1430DATE RELEASEDDESIGNED BY:DRAWN BY:CHECKED BY:PROJECT NUMBER:MARCH 13, 2019NOT TO SCALEASPHALT PAVEMENTNTSFULL DEPTH PAVEMENT PATCHNTSD12"15"18"24"30"36"42"48"X1'-4"1'-7"1'-10"2'-6"3'-1"3'-8"4'-5"5'-0"W7'-4"7'-7"7'-10"8'-6"9'-1"9'-8"10'-5"11'-0"CONCRETE WALKNTSCONCRETE WHEEL STOPNTSHANDICAP SIGNAGE AND PAVEMENT MARKINGSNTSSHRUB PLANTINGNTSTREE PLANTINGNTSGENERAL EROSION AND SEDIMENT CONTROL NOTES1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE ANDSTRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALLBE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THEMINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTHCAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITYONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONEWEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBINGACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURESARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROLPLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREASOTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOTLIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING ORSTORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMITA SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FORREVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALLNECESSARY MEASURES AT NO SEPARATE PAYMENT. THECONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER ACOPY OF THE AMENDED PERMIT.6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANYADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENTEROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENROR THE ENGINEER.7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENTCONTROL MEASURES AT ALL TIMES DURING LAND DISTURBINGACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION IS ACHIEVED.8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISEIMPROVED SHALL BE SODDED OR SEEDED AS INDICATED ANDSTABILIZED.9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPEDINTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TORECEIVING OUTLET.10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROLMEASURES WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT.ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEEFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BEMADE IMMEDIATELY.11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEREMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENTGROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THEENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BEREQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES ANDALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.13. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE CONTRACTORSHALL RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL ANDRESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZEDIMMEDIATELY.MAINTENANCEMAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD ORSEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAYREQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACHRAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT ANDCLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTOPUBLIC ROADWAYS.CONSTRUCTION VEHICLES. AVOID STEEP GRADESAND ENTRANCES AT CURVES IN PUBLIC ROADS.CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL2-3" COURSE MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.REQUIRED FOR STAGING AND/OR BORROW AREAS ANDCONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINALCONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVELCONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS PUBL
IC
ROAD6" MIN. THICKNESSACCEPTANCE.1
2
'
m
i
n
.50' min.6"AGGREGATE SIZE - USE 2-3 INCH WASHED STONEWIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESSPOINTS OF THE VEHICULAR ENTRANCE AND EXIT LOCATION - LOCATE CONSTRUCTION ENTRANCES ANDEXITS TO LIMIT SEDIMENT FROM LEAVING THE SITEAND TO PROVIDE FOR MAXIMUM UTILITY BY ALLGRAVEL CONSTRUCTION ENTRANCEDIMENSION OF GRAVEL PADTHICKNESS - 6 INCHES MINIMUMAREA, WHICHEVER IS GREATERLENGTH - 50 FT. MINIMUM.WITH 20 FOOT RADIUS AT EXISTINGIN LENGTH AND 12 FEET IN WIDTHGRAVEL ENTRANCE SHALL BE 50 FEETDESIGN CRITERIAFILTER FABRICROADWAY36'-0" MIN2-3" WASHED STONE4'-0"10'-0"AGGREGATETEMPORARY GRAVEL CONSTRUCTION ENTRANCENTSSILT FENCEAA #9 WIRE STAPLES 1-1/2" LONGMIN. 12-1/2 GA.LINE WIRES MIN. 12-1/2 GASTAY WIRES MIN. 10 GA. WIRETOP & BOTTOM STRAND ATTACH WIRE FENCE TO POSTS AND EXTENDDRIVE STEEL POSTS 18" INTO THE GROUNDSTEP 2FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.FIRMLY TO ANCHOR THE BOTTOM OF THE SILT BACKFILL THE TRENCH AND COMPACT THE SOILEXCAVATED TRENCH AND TURNED OUTTHE BOTTOM OF THE FENCE 8" INTO THESTEP 4EXCAVATED TRENCH & TURNEDBOTTOM OF WIRE FENCE ANDFILTER FABRIC BURIED 8" INWIRE FENCE "HOG WIRE"FILTER FABRICPOSTS MAX 8' O.C.STEP 1STEP 3EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND TURNED OUT 4" IN THE TRENCH.ATTACH THE FILTER FABRIC TO THE WIRE FENCE,TRENCH UPHILL ALONG THE LINE OFPOSTS.MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8"FLOWSECTION A-ASTEEL POST DRIVEN 24" INTO GROUNDHEIGHT MAX 18"STEEL POSTSOUT 4" IN THE TRENCH4" IN THE TRENCH.NOTES:1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH ANDSHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH ANDSHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRESTAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCHEXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BEREPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BETHE SELF FASTENER ANGLE STEEL TYPE.4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEKAND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARYREPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OFTHE DEVICE SHALL BE MADE IMMEDIATELY.5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TOPROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCEPRESSURE ON THE FENCE AS NEEDED.5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THECONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENRREPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THECONTRIBUTING DRAINAGE AREA IS STABLE.MAINTENANCE1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTERTHE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.NTSTEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)SEEDING MIXTURE:SPECIES RATE (LB./ACRE)GERMAN MILLET 40A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.SEEDING DATES:MAY 1 - AUGUST 15SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWINGEROSION OR OTHER DAMAGE.TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)SEEDING MIXTURE:SPECIES RATE (LB./ACRE)RYE (GRAIN) 120SEEDING DATES:AUGUST 15 - DECEMBER 30SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND1,000 LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IFIT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZAIN LATE OR EARLY MARCH.TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)SEEDING MIXTURE:SPECIES RATE (LB./ACRE)RYE (GRAIN) 120ANNUAL KOBE LESPEDEZA 50OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.SEEDING DATES:JANUARY 1 - MAY 1SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWINGEROSION OR OTHER DAMAGE.TEMPORARY SEEDING SPECIFICATIONSPERMANENT SEEDING SPECIFICATIONSSEEDING SPECIFICATIONSSEEDING MIXTURES:SPECIES RATE (LBS./ACRE)TALL FESCUE 80PENSACOLA BAHIAGRASS 50SERICEA LESPEDEZA 30KOBE LESPEDEZA 10SEEDING NOTES:1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.NURSE PLANTS:BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).SEEDING DATES: BEST POSSIBLEEARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURALLIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.MULCH:APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BYTACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITHBLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCE:IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS ORTOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.SEEDING SPECIFICATIONSSEEDING MIXTURE:SPECIES RATE (LB./ACRE)COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT²)SEEDING DATES:COASTAL PLAIN: APR. - JULYSOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONEAND 500 LB./ACRE 10-10-10 FERTILIZER.MULCH:USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OFCHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ONCHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOGDRAINAGE DEVICES.MAINTENANCE:A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.CONCRETE PAVEMENT SECTIONNTS
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I:\Wellons Companies\1430-Ray Road Car Wash\CIVIL 3D\DWG\1430-DESIGN.dwg l C6.1 DETAILS l 3.13.2019 11:30:40 AMSEAL
027452NORTH CAROLI
NAPRO F ESSIO
N
ALC.SCOTT B R O W NENGINE E R
WATER & SEWER
DETAILS
CRYSTAL
CLEAN
WELLCO
CONTRACTORS,
INC
211 Highway 210 NorthSpring Lake, North Carolina 28390
Phone:(910) 436-3131Fax:(910) 436-2242
REVISIONS
DRAWING SCALE
C-6.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SCOTT
SCOTT
CHRIS
1430
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
MARCH 13, 2019
NOT TO SCALE
TYPICAL LAYING CONDITIONS
NTS
TYPICAL WATER SERVICE CONNECTION
NTS
VALVE BOX
26"x20" RECTANGULAR
19"
12.0
26"
3 1/2"
20"
13"
A BA
ELEVATION
ISOMETRIC
PLAN
SHOWN WITH EXTENSTION
20"
14"
21 1/2"
6 3/4"
22 3/4"
METER BOX DETAIL FOR 1" SERVICE
NTS
ABS PLASTIC
METER BOX AMR LID
NTS
NOTES:
1. LID SHALL BE PLACED ON
METERBOX WITH AMR PORTION
ON STREETSIDE OF SERVICE.
2. ALL LIDS SHALL BE CAST
IRON AND APPROVED BY
HARNETT COUNTY PRIOR TO
INSTALLATION.DD10.123
.303
1.234
1.02515.255
.800
R1.949
.250Ø2.0
-1° DRAFT/SIDE
Ø6.810
Ø2.0
.868+10°
1.65 15.311
4.153
2 PL
.303
10.068
BAASECTION D-D
SCALE 2 : 1
SECTION B-B
SECTION A-A
ISOMETRIC VIEWB
TYPICAL 1" METER BOX INSTALLATION
NTS
TYP. TRENCH IN BITUMINOUS SURFACE AREAS
NTS
3
4" PVC VERTICAL
4" SWEEP WYE
SERVICE LINE
SANITARY SEWER
MAIN
TEE BRANCH
SLOPE MIN. 1%
PLUG
STOP AT R/W
45°SANITARY TEE
(SAME MATERIAL
AS MAIN)
CLEANOUT PLUG AND CAP
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOX
W/ CHARLOTTE HUB
3'-0"
MAX.
1' inside
RW
IN-LINE WYE
FITTING FOR NEW
CONSTRUCTION OR
ROMAC-CB SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN.
BRASS
(DO NOT GLUE)
SCH 40 PVC VERTICAL
SCH 40 PVC
SCH 40 PVC
SEWER SERVICE CONNECTION
NTS
7