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Home My WebLink AboutSW6180602_Sheet 6_20180706RIPRAP OUTLET PROTECTION,TRANSITION ELEVATION OF FIRST 5 LFAT UPSTREAM END FROM STONEDITCH FLOW LINE INVERT ELEVATIONTO PIPE INVERT ELEVATIONLa=10'W=8'EAST-WESTBASELINEH1 H2 H3 X0 X1 X2 X3 2 A` B` C` A` B` C` A` B` C` A` B` C` A` B` C` A`B` C` H1 H2 H3 X0 X1 X2 X3 SW 192-1FUT SW192-5NO R T H - S O U T H BAS E L I N E STR 192-4STR 192STR 192-6STR 192-2SW 192-3TRANSFORMERFUTURETRANSFORMERCONTROLBUILDING115115N 00°00'00" W 841.55'N 85°33'27" E246.24'L5L4L3L2 90' D U K E P R O G R E S S E N E R G Y R I G H T OF W A Y DB. 4 5 3 P G . 2 0 6 S 2 0 ° 3 8 ' 3 3 " W 984. 0 6 ' SU R V E Y L I N E S 2 0 ° 3 8 ' 3 3 " WEX. STR#192(TO BE REMOVED BYOTHERS)STA:581+57.25EX. STR#193(TO BE REPLACEDBY OTHERS)STA:575+06.56GRID TIEN:552581.31 E:2070380.51 ELEV:114.78'DERIVED FROM GPS POST PROCESSED THROUGH"OPUS" NAD 83(2011) NGVD 29 DATUMRSK FAMILY PROPERTIES LLCPIN:0575-03-9001PID:120565 0050850 HORSESHOE BEND RD.PB. 2015 PG. 137DB. 2230 PG. 742GRAVELDRIVEWOODEDAREAWOODEDAREA18"RCP113113113 113113113114114114114114114114114114114114114114114114115115115115115115115115115115115115115115116116116116116116116116117117114DYHWV18" CULVERTINV.: 111.90'18" CULVERTINV.: 111.36'112 115114114.44114.71115.15115.45115.73116.47116.67115.05113.66115.27117.00117.17116.09115.35115.03114.87114.75114.72114.50114.57114.55114.62114.33114.26114.36114.42114.63114.65114.40114.63114.45115.34114.79115.52116.12116.80115.65116.17117.27115.10115.06114.80114.30114.18114.40114.32114.14113.89114.17113.66113.45113.68114.22114.15113.93113.63113.70113.93114.44114.12113.76113.48113.55113.69114.06114.03113.61113.30113.67114.57114.38114.44114.32114.73114.29114.35114.23114.27114.75114.73113.43113.41113.34113.18113.03113.22113.93113.87113.99113.84113.04113.26112.85112.93112.84112.87113.49113.27113.77113.75113.61113.52113.35113.50113.54113.32112.91113.03113.26113.57114.03113.86113.61113.48113.50113.55113.71114.09113.73113.27113.10113.58114.33115.94N 84°39'00" E252.88'114L1(TIE) HORSESHOE BEND ROAD60' PUBLIC R/W(S.R. 2027)EDGE OF STONEEDGE OF STONEEDGE OF GRADE/EDGEOF STONE SHOULDERPROPOSED PERMANENTSPOIL AREA FOR OTHERS.PROVIDE POSITIVEDRAINAGE AROUND SPOILAREA TO PROPOSEDDITCHPROPOSED 6' TOTALWIDTH STONE DITCH(D#2), SEE NOTE 6PROPOSED 6' TOTALWIDTH STONE DITCH(D#3), SEE NOTE 6PROPOSED 6' TOTALWIDTH STONEDITCH (D#1), SEENOTE 6PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)TIE TO EXISTINGGRADE, TYP.RIPRAP OUTLET PROTECTION,TRANSITION ELEVATION OF LAST 5 LFAT DOWNSTREAM END FROM PIPEINVERT ELEVATION TO STONE DITCHFLOW LINE INVERT ELEVATIONLa=10'W=12'RIPRAP OUTLETPROTECTIONLa=10'W=11.25'PROJECT LIMITS/LIMITSOF DISTURBANCE (TYP)P-3, 30" RCP, PIPE IS BURIED 1' BELOWINVERT OF STONE DITCH FLOW LINEELEVATION TO ALLOW CONVEYANCE OFSTORMWATER RUNOFF THAT REACHESSAND LAYER IN STONE DITCH SECTION,SEE NOTE 6EDGE OF GRADE/EDGE OF STONE SHOULDERPROPOSED OIL SPILL DRAINLINE (BY OTHERS), INV ATSTONE DITCH = 113.60, SEESUBSTATION PLANSPROPOSED CABLE TRENCH DRAIN LINE(BY OTHERS), INV AT STONE DITCH =113.60, SEE SUBSTATION PLANSRIPRAP OUTLETPROTECTIONLa=10'W=11.25'SD2%B-4SDFG=117.29'SG=116.79'FG=117.29'SG=116.79'FG=117.46'SG=116.96'113.05'113.25'2%2%2%2%1%1%VARIES 0.5%0.5%116.42'116.42'116.39'116.39'116.39'115.57'FINISHED GRADE (FG)ELEV. 118.00'SUBGRADE (SG)ELEV. 117.5'HP117.75'FG=117.29'SG=116.79'FG=117.29'SG=116.79'115.88'117HP117.50'ROAD AROAD BLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD113.15'112.79'11711 7 117 11611411611611 6 116114114 114 116114HP117.70'11414+75.2510+0011+0012+0013+0014+00B-1B-2B-3I-2I-4I-1I-3B-7FG=117.29'SG=116.79'FG=117.46'SG=116.96'B-6B-5XX11511 5 115115 HP114.65'HP116.50'SD115.50'192-7192192-1192-5193S-2S-1S-6S-4S-5S-35%1142%116116.39'SD SD117.55'2%HP117.70'10+0011+0012+0012+25.89SD SD SD 115.50'SD SD SD 114.50'115115115.25'1 1 4 114114.25'115112.72'113.56'113.10'115114.05'114.27'112.60'113.60'113.74'P-1, 15" RCP,SEE NOTE 6P-2, 24" RCP, PIPE IS BURIED 1' BELOWINVERT OF STONE DITCH FLOW LINEELEVATION TO ALLOW CONVEYANCE OFSTORMWATER RUNOFF THAT REACHESSAND LAYER IN STONE DITCH SECTION,SEE NOTE 6SEE NOTE 7 (TYP)PROPOSED CABLE TRENCH DRAIN LINE(BY OTHERS), INV AT STONE DITCH =114.10, SEE SUBSTATION PLANSRIPRAP OUTLETPROTECTIONLa=6'W=6.5'SEE NOTE 10 (TYP)SEE NOTE 10 (TYP)RIPRAP OUTLET PROTECTION,TRANSITION ELEVATION OF LAST 5 LF ATDOWNSTREAM END FROM PIPE INVERTELEVATION TO STONE DITCH FLOW LINEINVERT ELEVATIONLa=14'W=16.5'RIPRAP OUTLET PROTECTION,TRANSITION ELEVATION OF FIRST 5 LFAT UPSTREAM END FROM STONEDITCH FLOW LINE INVERT ELEVATIONTO PIPE INVERT ELEVATIONLa=10'W=8'6GRADING AND DRAINAGE PLANNOTES:1. EXISTING UNDERGROUND UTILITY LOCATIONS WERE NOT LOCATED.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIORTO BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURINGCONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COSTTO THE OWNER. CONTRACTOR SHALL NOTIFY THE NC ONE CALL CENTER ORTHEIR SUCCESSORS AT 1-800-632-4949 PRIOR TO EXCAVATION. CONTRACTORSHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANYUNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE PLANS.2. EARTHWORK ESTIMATED QUANTITIES (TOTAL SITE):CUT: 0 CYFILL: 14,000 CYA FILL FACTOR OF 1.15 HAS BEEN APPLIEDCONTRACTOR SHALL PROVIDE THEIR OWN CALCULATED QUANTITIES AND NOTBASE THEIR BIDS ON ESTIMATED QUANTITIES PROVIDED.3. CUT AND FILL SLOPES WILL BE 4:1 (H:V) UNLESS OTHERWISE NOTED. EXCEPT ASNOTED IN NOTE 4 THIS SHEET, COMPACT FILL TO 98% STANDARD PROCTORMAXIMUM DENSITY (ASTM-698) IN MAXIMUM 8" LIFTS.4. FOR AREAS WITHIN NCDOT RIGHT-OF-WAY, ALL FILL AREAS/BACKFILL SHALL BECOMPACTED TO 95% DENSITY IN ACCORDANCE WITH AASHTO T99 AS MODIFIEDBY THE NCDOT. ALL MATERIAL TO A DEPTH OF 8 INCHES BELOW THE FINISHEDSURFACE OF THE SUBGRADE SHALL BE COMPACTED TO A DENSITY EQUAL TO100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL INACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE DEPARTMENT. THECONTRACTOR SHALL DRY OR ADD MOISTURE TO THE SUBGRADE WHENREQUIRED TO PROVIDE A UNIFORMLY COMPACTED AND ACCEPTABLESUBGRADE. ALL MATERIAL PLACED IN A MAXIMUM OF 6” LIFTS.5. FOR AREAS OUTSIDE THE SUBSTATION FENCE, PROPOSED CONTOURS ANDSPOT ELEVATIONS REFLECT FINISHED GRADE (TOP OF ABC STONE, OR TOP OFGRASS). FOR AREAS INSIDE THE SUBSTATION FENCE, PROPOSED CONTOURSREFLECT SUBGRADE ELEVATION. FOR AREAS INSIDE THE SUBSTATION FENCE,FINISHED GRADE (FG) AND SUBGRADE (SG) SPOT ELEVATIONS ARE SHOWN.6. STONE DITCH D#1 - D#3 SHALL BE STABILIZED WITHIN 7 DAYS FROM LAST LANDDISTURBING ACTIVITY. REFER TO DITCH SCHEDULE SHOWN ON SHEET 13.REFER TO PIPE SCHEDULE SHOWN ON SHEET 13.7. ALL SITE PREPARATION AND EARTHWORK CONSTRUCTION SHALL BE INACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS. THEREVISED REPORT WAS COMPLETED BY ECS SOUTHEAST, LLP, DATED 2 MAY,2018. BORINGS B-# AND I-# WERE PERFORMED BY ECS SOUTHEAST, LLP.BORINGS 191-193 AND S-# WERE PERFORED BY S&ME, INC. FOR TRANSMISSIONAND SUBSTATION ENGINEERING. IN ORDER TO AVOID CONFUSION BETWEENTHE MULTIPLE BORINGS, ECS SOUTHEAST, LLP INFILTRATION TEST BORINGS B-#WERE RELABELED I-#, AND S&ME, INC. B-# WERE RELABELED S-#. ECSSOUTHEAST, LLP REPORT LABELS I-# BORINGS AS B-#. REFER TO ECSSOUTHEAST, LLP INFILTRATION TESTING REPORT DATED 23 MARCH 2018. S&ME,INC. REPORT LABELS S-# BORINGS AS B-# BORINGS. REFER TO S&ME, INC.GEOTECHNICAL REPORT DATED 12 FEBRUARY 2018.8. PROPOSED STONE SURFACE SHALL EXTEND 6' BEYOND PROPOSED PERIMETERFENCE UNLESS OTHERWISE NOTED.9. WHENEVER RUTS OF TWO (2) INCHES OR MORE IN DEPTH ARE FORMED, THESUBGRADE SHALL BE BROUGHT TO GRADE, RESHAPED, AND RECOMPACTEDPRIOR TO PLACEMENT OF AGGREGATE. IN NO CASE SHALL ANY AGGREGRATESURFACING BE PLACED ON UNSUITABLE SUBGRADE.10. DURING INITIAL GRADING OPERATIONS PRIOR TO INSTALLING THE STONEDITCHES, ALL PROPOSED LINE ENGINEERING STRUCTURES (POLES AND GUYANCHORS) SHALL BE STAKED TO ENSURE CONSTRUCTION COORDINATIONBETWEEN GRADING CONTRACTOR AND LINE ENGINEERING CONTRACTOR.COORDINATE WITH DUKE ENERGY.APP.CK.BYLOCATIONSCALEDRAWNDATECHK.DWG. NO.APP.SCALE RATIO1:1MMJSSNO.DATEREVISIONAS NOTEDRDC-73163 SHT OF 17HARNETT COUNTY, NORTH CAROLINALINDEN 230kV SUBSTATION801 JONES FRANKLIN RD, SUITE 300RALEIGH, NC 27606(919)851-6866(919) 851-7024 FAXLICENSE # F-0672PROJECT NUMBER: 17845107405-25-2018CALL 1-800-632-4949IT'S THE LAW !BEFORE YOU DIG !RSJ100% SUBMITTAL FOR PERMITTINGNOT FOR CONSTRUCTIONRSJJSS17-5-18CHANGED BOTTOM WIDTH FROM 6' TO 4', KEPT TOTAL WIDTH 6'JSS111