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Home My WebLink About129-11 OVERSIZE PLANS 7/2011Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION NEW HANOVER COUNTY, NORTH CAROLINA NEW HANOVER COUNTY ZONING DISTRICT - 1-2 4311 RIVER ROAD, WILMINGTON, NORTH CAROLINA N 34.1537 f I a TO WIL M/NC N & I a 1 g i • 0• CAPE FEAR RIVER EXISTING 2JOKV BARNARD CREEK f i SUBSTATION �i e � i o a z CD Z \o � c� U � Z CAPE FEAR R/ VER \ I W 77,09397 SITE VICINITY MAP NOT E) SALE r�•••,,Dewberry .,.•.,. DewLerry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881,9923 NCBELS # F-0679 421 421 132 TO CAROL INA' BEACH DRAWING LIST COVER SHEET RDC-57701SHT 1 OF 13 EXISTING CONDITIONS RDC-57701 SHT 2 OF 13 OVERALL SITE LAYOUT RDC-57701 SHT 3 OF 13 CLEARING PLAN RDC-57701 SHT 4 OF 13 SITE PLAN RDC-57701 SHT 5 OF 13 EROSION CONTROL PLAN RDC-57701 SHT 6 OF 13 GRADING AND DRAINAGE PLAN RDC-57701 SHT 7 OF 13 DETAILS SH 1 OF 6 RDC-57701 SHT 8 OF 13 DETAILS SH 2 OF 6 RDC-57701 SHT 9 OF 13 DETAILS SH 3 OF 6 RDC-57701 SHT 10 OF 13 DETAILS SH 4 OF 6 RDC-57701 SHT 11 OF 13 DETAILS SH 5 OF 6 RDC-57701 SHT 12 OF 13 DETAILS SH 6 OF 6 RDC-57701 SHT 13 OF 13 l2CI - k1 RDC-57701 SHT 1 OF 13 NOTES: EXISTING STRUCTURE DATA (EAST LINE) 1. THIS SURVEY WAS PROVIDED TO DEWBERRY BY PROGRESS ENERGY CAROLINAS, INC., SURVEY BY 1288A(EAST)-WOOD POLE 120 (EAST) -CONCRETE POLE STEWART ENGINEERING. CPL NO DATA FL-74 119 (EAST) -WOOD POLE 2. STRUCTURAL LABELS PROVIDED ON CHART ARE FROM SURVEY PROVIDED. NOT ALL LABELS ARE SHOWN DFC 3-8 -80 NO DATA ON SURVEY PROVIDED. CONTACT PROGRESS ENERGY CAROLINAS, INC. FOR QUESTIONS. 118 (EAST) -WOOD POLE w EXISTING STRUCTURE DATA (WEST LINE) 00414 128 (WEST) -CONCRETE POLE 117 (WEST) -CONCRETE POLE TYPE - HFRAME NO DATA ' LENGTH - 80FT WEIGHT 13500 116 (WEST) -WOOD POLE CLASS 321 NO DATA FABR NO.1258-2-2 DATE 12-21-88 115 (WEST) -WOOD POLE 127 (EAST) -CONCRETE POLE NO DATA CPL NO DATA • THE 2 OUTSIDE POLES READ: •• ; ;;;', �, ' , SURVEY NOTES PROVIDED BY STEWART ENGINEERING ARE AS FOLLOWS: CPL 117 (EAST) -WOOD POLE 127 (WEST) -CONCRETE POLE 114 (WEST) -WOOD POLE , a, ' • ;" LGH-80 NO DATA THE 2 OUTSIDE POLES READ: NO DATA CLASS-485 CPL 1. THIS SURVEY IS INTENDED TO REPRESENT A TOPOGRAPHICAL SURVEY FOR THE PEC CAPE RIVER THE INSIDE MIDDLE POLE READS: 116 (EAST -WOOD POLE LGH-80 113 (WEST) -WOOD POLE CROSSING, ALSO KNOWN ASTHE EAST AND WEST CIRCUITS OF THE " BRUNSWICK-CASTLE HAYNE 230 CPL LGH-70 NO DATA CLASS-485 THE INSIDE MIDDLE POLE READS: NO DATA eq/Ck eR! KV LINE (BRUNSWICK-BARNARDS CREEK SECTION)" CLASS-485 11 POLE 112 (WEST) -WOOD POLE F ;., �• ' ,cF'VCFCkC04 DATAT)-WOOD LCPL GH-70 NO DATA ;CO<OMr�'�Ckdf *s 126 (EAST) -WOOD POLE CLASS-485 2. HORIZONTAL DATUM IS NAD-83(2007) AND VERTICAL DATUM IS NAVD88. STAMP UNCLEAR 114 (EAST) -WOOD POLE 111 (WEST) -WOOD POLE •�' -' •os4,�y •,:•, •, NO DATA POLE STAMPEUNC NO DATA 125-STEEL FRAME EARD 3. CONTROL FOR THIS PROJECT WAS ESTABLISHED BY VRS-GPS METHODS AND IS TIED TO NCGS GRID NO DATA MONUMENT "HARDEES". 118 (WEST) -WOOD POLE 124-STEEL FRAME TOWER TYPE HFRAME s, NO DATA LENGTH 75' NCGS HARDEES WEIGTH 12000 16 r' j*4 N 165,782.12 E 165,7 2.12 123-STEEL FRAME TOWER NO DATA CLASS 302 FT KIPS FABR. NO 1258-1-2 MFG 12-25-88 <!N / ; 122-STEEL FRAME CUSTOMER CPL ELEV.40.35' NO DATA 75/1 4. EXISTING CONTROL BY MCKIM AND CREED WAS LOCATED AS SHOWN. NO (EAST) -WOOD POLE NO DATA •-.. ., 5. ALL DISTANCES ARE HORIZONTAL GROUND. ALL MEASUREMENTS AND COORDINATES ARE IN U.S. J VEY FEET � � ` s ' •• 0.9 6. PROPERTY CORNERS ARE SHOWN, HOWEVER, A FULL BOUNDARY CONFIRMATION IS NOT COMPLETE AT THE TIME OF THIS SURVEY. C�a si( I 4� 7. THIS MAP DOES NOT CONFORM TO GS 47-30 MAPPING STANDARDS. \ :, 8. UNDERGROUND UTILITIES WERE LOCATED USING SUBSURFACE UTILITY ENGINEERING TECHNIQUES. , _I F<o,,. `/ y 99 4. 9. A PORTION OF THE SUBJECT AREA LIES WITHIN THE FLOOD HAZARD ZONE X AS DEFINED BY THE FIRM #S 3720312400K, 3720311400K, AND 3720310400J, EFFECTIVE DATE JUNE 2, 2006. r \ J S `: En 10. WETLAND WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC. ON DECEMBER 21, 2010. ? r WETLAND FLAGS WERE LOCATED BY CONVENTIONAL SURVEY METHODS EXCEPT WHERE SHOWN IN PARENTHESIS, IE. (GPS). 11. TOPOGRAPHIC SURVEY IS DATED OCTOBER 15, 2010. WETLANDS SURVEY IS DATED JANUARY 13, r • • • • • ' 44D,2011. 114 \ \ / OS j Nor NT Cj/o C o S/Oh � ! y`,ft y y Fq N�00 iv 4, ; % 4. !�•�► . / _ �� t — -, �' � •, ', ;', ,,• •, \o.� •.,� "• �, �' Sig ', � •:•'�I,gq' • of --•-••• Ste• .:�;,.�; f /y f 00 ' \ / o/C, ; ' • \ S0/Ct/ ' `.... _ . p • ` ... �"Ft�q ��►.. ,zV III . 14 g, ` ,. /NF l' r /a- • ,o y' ��, `., t. ` '"KO !►'Ft� �V I • • f' Ire I, ,'• _ ' • • •, '', •,�` • '. '', ` ,;, ' 11!\ `� •+�I) gHps � ` �• ,,./�• 1� 'A, Y!. ` - �i� " / 1' s! pOS �r•/`e,?y4.oOOV - �•• ��', •r •1 5' "� �' .`' •a \ • : �•` p0CD 0 v�. '� •, - - ` "• GUY,• NN '�;S .a'Ij;�; m V a ..F -_ "\ r r / >r, ° y GUY `k �'..�• -� �r,�._- _ - - .�• �_!. - r--. t'� - r'-? l .O • • /�I _ , - - _ - - - - 4. _ ` , .. . ••' . _ . _ _ r . . . . . . . . . . . . . . - _ ' . . . . . . . _ . . . . •. _ _ - *"'' . + �' ' �544; ' ( r r!80 . —_ i _—i-----——�'`�— _ r' / A/' - u GUY. ''F0CD 8 'GUY a EXISTING — — — — -- — f I ; ,�� , J - �_ • •l a } ' %y. �/. -� _ �_ GUY'wIR(; a. , CAPACITOR ANK 18'* �' i+l'g•/ r 52+00` -�•853.00 ,,/•BB ! ''IT i. �• e , 857+00 `� /� : r ; 58+09 859+ + a I •00 "4• '88f+N j1 86200 H- r969.80 E •00 j6,g s tD 6LB69�ME �dg jS + s� !s•1 } N U W / f n- F ..�; ` GUY wiRE @� , EAST WE5T BASELINE N 86fi•E8 + j�22 ' ! G Y _ : -' LN WIRE i * wRgV . 9) a ! ■ -------------- ■ ■ ■ — --------- x b.f ■ } it 29 2 +, ,. \'� 4/R4y. j �. Y ''F FO / ' • ! ■ ■ ■ '" F F v.- E J s 4, S I s I Q ` _ _ _ �• so EXISTING 2 ■ , ! !� ■ } !$ s q ` GUY WJR O� f _ n. g / 9 A Y EXIj'TING 4 EXISTING 23¢KV ■ ■ ■ •6 Q� / * a N �.. s w vw GUY WIRE •�Ina " _ �' ► Y WIRE BANK 4108 ml h.,lY r h k` GUY 'WIRE ti _ T ... ` r' "� /'} �"■ t ! ■ ■ ■ ■ + I I 8�+ . + - I '' I •3 , 1 GUY WIRE ., ■ ! : !�9 -/•--.• T� _ r. ; - _-N••J• �,-� _ fir- • - - ALL - `- r� •r' - - - r Lri'- - r - -,T •%+-..-- :I,+.:_. r..e.T•_ +_-'w.L�'- ate, , - -- - - - _ - - ^yT - • y - -,� . ' ' • . • '� - _ '7- - , _ _ Ik �' ` • •\ • • • • ". ' ' • �' 's!�'T .• • • , " .' - . - • r' • . . . . . _ �- - .. '; • �'- -'�- - - _ r'.. - r �� - - - - _ - _iL - - _� _ _ '�; ' 00' YI .K. _ _ • •• a,. A •... ... _ — ----- �_-- --•-- ti le / S 11000 0 O ( 9? J' T& O IS I ` � A- a �Y% !S k! N T l��At EXISTING CONDITIONS LEGEND: �. 1� 4 r • r t � 's; ' a - - SUBSTATION 8' FENCE pVlll� PROPERTY LINE- 4l \ \ ` /► ry AREA UNDERWATER W1 r'�''Dewberry ►��,. Dev/berry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 ............................................. oEIP ®P832 x 15.g 30'RCP ECM 15'CMP WETLAND LINE .2% FLOOD LINE .1% FLOOD LINE SILT FENCE RIGHT OF WAY WOODLINE EXISTING IRON PIPE WETLAND FLAG SPOT ELEVATION REINFORCED CONCRETE PIPE EXISTING CONCRETE MONUMENT CONCRETE METAL PIPE m Progress Ener40 � gy Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION GRAPHIC SCALE so 0 3o so 120 240 5 07/12/2011 CONSTRUCTION 00:-YENTS FC= = -=:'.G & PERMITTING CONSTRUCTION DOCUMENTS FF - -=:'•G & PERMITTING CONSTRUCTION DOCUMENTS FC= _:=_:'•G & PERMITTING FVR SFP TFB EXI STI NC CONDI TI ONS 4 05/10/2011 FVR SFP TFB 3 02/18/2011 FVR FVR SFP SFP TFB TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA SCALE 1- = 60' SCALE RATIO 1:1 DRAWN FVR CHK. SFP APP. TFB DATE 07/12/11 DWG. NO. RDC-57701 SHT 2 OF 13 2 02/03/2011 95% SUBM' _ - _ 50% SUP--'_ ( IN FEET) 1 inch = 60 ft. 1 12/30/2010 FVR SFP TFB NO„ DATE REVISIC,', BY CK. APP, LEGEND LIMITS OF DISTURBANCE SEASONAL HIGH WATER LEVEL BORING LOCATIONS NEW TREE LINE Dewberry �` , fife, Dewberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE; 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 NOTES: 1. SEE SHEET 2 FOR TOPOGRAPHIC SURVEY NOTES. 2. PROGRESS ENERGY CAROLINAS, INC. EQUIPMENT PLAN SHOWN FOR CLARITY ONLY. THIS EQUIPMENT LAYOUT SHALL NOT BE USED FOR CONSTRUCTION. GRAPHIC SCALE - N FEET 1 inch = 6111 LIMITS OF JURISDICTIONAL WETLANDS, TYP t \j 'i Ab3.\'vN\ ,. 4--ZZ Progress Energy� Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION /1 /2011 CONSTRUCTION DOCUMENTS FOP =_= 3 & PERMITTING FVR SFP TFB OVERALL SITE LAYOUT }0 4 05/10/2011 CONSTRUCTION DOCUMENTS FOP 3 & IERMITTING FVR SFP TFB 3 02/18/2011 CONSTRUCTION DOCUMENTS FOP _ _ .; & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA 2 02/03/2011 =% SUP'--=_ FVR SFP TFB SCALE 1' = 60' SCALE RATIO 1:1 1 12/30/2010 _ ?% SUBN'----- FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB N0, DATE PEV1S1L- , BY CK, APP, DATE 07/12/11 DWG. NO. RDC-57701 SHT 3 OF 13 NOTES: 1. SEE SHEE f 2 FOR EXISTING CONDITIONS. 2. SEE SHEET 6 FOR EROSION AND SEDIMENT CONTROL MEASURES. 3. CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS WITHOUT PERMISSION FROM PROGRESS ENERGY CAROLINAS, INC. 5. CONTRACTOR SHALL SEED, MULCH, AND TACK ALL DISTURBED AREAS NOT RECEIVING STONE PER EROSION CONTROL PLAN. 6. CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION OR DISRUPTION WITH PROGRESS ENERGY CAROLINAS, INC. 7. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE LIMITS OF DISTURBANCE. 8. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS MATERIALS AS WELL AS ALL UNSUITABLE MATERIALS OFF SITE, CONTRACTOR SHALL PROVIDE PROGRESS ENERGY CAROLINAS, INC. WITH PROOF OF DISPOSAL AT PERMITTED LOCATION. :.E .`2020,Dy ewberr ►4®•t? De aberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 m CLEARING LIMITS COORDINATE TABLE POINT # NORTHING EASTING 1 149078.2913 2321161.4110 2 148988.2799 2320983.4945 3 148967.7727 2320832.9347 4 148853.8070 2320607.6699 5 NOT USED 6 148753.2479 2320516.9826 7 148596.0340 2320596.5201 8 '148590.6454 2320585.8690 9 148579.8697 2320600.8197 10 148565.3296 2320553.9859 11 148556.2218 2320558,5937 12 148497.7740 2320443.0658 13 148529.1912 2320427.1713 14 148529.1324 2320407.1197 15 148537.8041 2320386.1510 16 148546.9774 2320374.6658 17 148565.9119 2320285.3517 18 148444.3540 2320249.3284 19 148382.6022 2320360.4652 20 148533.8421 2320659.4060 21 148480.1925 2320686.5483 LEGEND CLEARING LIMITS/LIMITS OF DISTURBANCE NEW TREE LINE LIMITS OF JURISDICTIONAL WETLANDS. TYP. 23 CLEARING LIMITS COORDINATE TABLE POINT # NORTHING EASTING 22 148433.0305 2320593.3279 23 148373.6192 2320623.3852 24 148378.7078 2320771.6035 25 1 148327.7111 2320797.4037 26 148445.1321 2321029.4982 27 148515.0182 2320994.1414 28 148564.7278 2321021.4550 29 148588.0260 2321067.5062 30 148724.4954 2320998.4637 31 148762.2406 2321073.0708 32 148787.9134 2321060.0825 33 148809.2290 2321103.0415 34 148877.3422 2321071.3449 35 148922.0979 2321159.8090 36 148890.4686 2321175.8108 37 148893.3102 2321181.4276 38 148917.3674 2321178.6938 39 148938.2889 2321180.4957 40 148970.8373 2321195.0112 41 149013.2665 2321192.3113 42 149050.9319 2321178.1479 rd 5 07/12/2011 4 05/10/2011 3 02/18/2011 2 02/03/2011 12/30/2010 �N0. DATE 3 CONSTRUCTION 130CUMENTS FOR BIDDING & PERMITTING CONSTRUCTION I30CUMENTS FOR BIDDING & ;MITTING CONSTRUCTION 30CUMENTS FOR BIDDING & °ERMITTING 95% SUBMITTAL 50% SUBN'-TAL REVISION C4 0 Q Progress Energyell Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION FVR SFP TFB CLEAI�I NG PLAN FVR SFP TFB FVR SFP TFB LOCATION NEW HANOVER CCwNTY, NORTH CAROLINA FVR SFP TFB SCALE 1' = 40' SCALE RATIO 1:1 FVR SFP TFB DRAWN FVR CHK. '•I=P APP. TFB BY CK, APP. DATE 07/12/11 DWG. Noy: RDC-57701 SHT 4 OF 13 NOTES: sl COORDINATE TABLE LESS ENERGY CAROLINAS INC 6. DRILL PATH ENTRY POINTS ARE BASED ON 1. PROC� EQUIPMENT PLAN NOT SHOWN FOR CLARITY. DRAWINGS PROVIDED BY PROGRESS ENERGY CAROLINAS, INC. REFER TO DRAWINGS TITLED 2. ALL UTILITIES NOT SHOWN FOR CLARITY. "BARNARD CREEK - TOWN CREEK 230KV UNDERGROUND TRANSMISSION LINE - PROJECT 3. 6" STONE NOT INCLUDED IN INITIAL GRADING NO. 20071377" FOR UNDERGROUND lnfnw IAICIMM TI..IC I ITII ITV C1=nlrrr: TRANSMISSION LINE LOCATION AND PROFILE. r-� Veto- Dewberry Dewberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 LEGEND LIMITS OF DISTURBANCE FENCE NEW TREE LINE EDGE OF STONE (BY OTHERS) POINT # NORTHING EASTING 1 148536.5387 2320306.8937 2 148465.2852 2320285.7779 3 148516.5770 2320401.0529 4 148452.1315 2320433.6571 5 148419.2409 2320368.6455 DRY POND, SEE NEW TREE LINE, TYP. ` I I SHEET 12 FOR i DETAIL I I / r I I I i :r LEVEL SPREADER AND I ( I I ••,,.•••• ,• ;` ENGfNEE�ERED FILTER STRIP, — — — — — — — — — — — — -- — — I �•••., . • /�� SHEET 11 FOR DETAIL / 5,�• I`-----------————— — — — — —— •� •,� �36210 2. I •, dip ••......• 5 ��. 40 :,PAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 40 ft. Progress Energy� Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION 5 07/12/2011 CONSTRUCTION =- -MENTS FC= & PERMITTING FVR SFP TFB SITE PLAN 4 05/10/2011 CONSTRUCTION DOCUMENTS FC=----`�G & PERMITTING FVR SFP TFB 16o 3 02/18/2011 CONSTRUCTION DOCUMENTS FF & PERMITTING FVR SFP TFB LOCATION NEW HANOVER COUNTY. NORTH CAROLINA 2 02/03/2011 95% SUBM:--=_ FVR SFP TFB SCALE 1' = 40' SCALE RATIO 1:1 1 12/30/2010 50% SUBM: '_ FVR SFP TFB DRAWN FVR CHK. SFP APP, TFB NO. DATE REVISI-`, BY CK. APP. DATE 07/12/11 DWG. NO. RDC-57701 SHT 5 OF 13 NOTES: STORM DRAINAGE SCHE ULE 1. DISTURBED AREA = 7.48 ACRES 8. DRILL PATH ENTRY POINTS ARE BASED ON DRAWINGS PROVIDED BY PROGRESS ENERGY CAROLINAS, INC. REFER TO DRAWINGS TITLED "BARNARD CREEK - TOWN I 2. SEE SHEET 2 FOR EXISTING CONDITIONS. CREEK 230KV UNDERGROUND TRANSMISSION LINE - PROJECT NO. 20071377" FOR UNDERGROUND TRANSMISSION LINE LOCATION AND PROFILE. UNDERGROUND 3. CONTRACTOR SHALL INSTALL ALL MEASURES NECESSARY FOR EROSION AND SEDIMENT CONTROL. TRANSMISSION LINE DRAWINGS HAVE BEEN SUBMITTED UNDER SEPARATE PACKAGE BY OTHERS. 4. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 5. CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE UNLESS OTHERWISE NOTED ON Z DRAWINGS. CONTRACTOR SHALL SEED AND MULCH ALL AREAS NOT RECEIVING STONE. w •> , WHE ::::�Dewberry Dewberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 STRUC. TOP ELEV. OS-1 14.50 FES-2 -- FES-3 -- MH-4 15.00 FES-5 -- 11 STABILIZED OUTLET FOR SILT FENCE, TYP., SEE CLASS B ".:RAP LILLL��11 12SHEET 9_ FOR DETAIL FOREBAY,�EESHEET 11 , X 1 .2515"TEMPORARY SILT FENCE, FOR DETAIL -------- -- —SEE SHEET 9 FOR bETAIL LEGEND SF <:� SF _ LIMITS OF DISTURBANCE - � - DRY POND OUTLET, SEE PERMANENT BAFFLE, EMERGENCY WEIR, 30' TEMPORARY SILT FENCE I SEE SHEET 12 FOR LONG AT EL SF SHEET 12:FOR DETAIL ELEVATION C40Z DETAIL 13.5', LINE WITH Prouress Fnp-rnvTEMPORARYCHANNEL� PIPE NO. PATH FROM TO SIZE (INCHES) LENGTH (FEET) PIPE INV UP INV DOWN SLOPE (%) MATERIAL P-1 OS-1 LS FOREBAY 12 56 11.00 10.72 0.5 DIP P-2 FES-2 FES-3 18 49 10.52 10.28 0.5 CLASS V RCP P-3 FMH-4 FES-5 30 101 10.51 10.00 0.5 CLASS V RCP LEGEND CB = CATCH BASIN P = PIPE MH = STORM MANHOLE FES = FLARED END SECTION OS = OUTLET STRUCTURE DP = DISSIPATOR PAD RIP RAP DISSIPATOR PAD/OUTLET PROTECTION TEMPORARY STABILIZED OUTLET FOR SILT FENCE _ DIRECTION OF FLOW TEMPORARY DONUT INLET PROTECTION TEMPORARY ROCK CHECK DAM 40 0 1 (2RAPHIC SCALE 20 40 80 ( IN FEET) 1 inch = 40 ft. EXCELSIOR MATTING LIMITS OF EXCELSIOR MATTING 160 5 07/12/2011 4 05/10/2011 3 02/18/2011 2 02/03/2011 1 12/30/2010 NO. DATE CONSTRUCTION DOCUMENTS FOP & PERMITTING CONSTRUCTION DOCUMENTS FOR RIDDING & PERMITTING CONSTRUCTION DOCUMENTS FCF ,; & PERMITTING 957. SUBMI- ;-;2% SUBMI- REVISIO Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION FVR SFP TFB EROSION CONTROL PLAN FVR SFP TFB FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA SCALE 1" = 40' SCALE RATIO 1:1 DRAWN FVR CHK. SFP APP. TFB DATE 07/12/11 DWG. N0: ROC-57701 SHT 6 OF 13 FVR SFP TFB FVR SFP TFB BY CK. APP. ri••,, �`6,•••90Dewberry ,,.�.,. Dewberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 LEGEND LIMITS OF DISTURBANCE NEW SPOT SHOT ELEVATION >, 5 SHWL BORING LOCATION t:AUt:LJIUK MA1 I INN - LIMITS OF EXCELSIOR MATTING TOTAL PROJECT AREA 7.48 ACRES TOTAL DISTURBED AREA 7.48 ACRES EXISTING IMPERVIOUS (EXCLUDES OPEN WATER) 0 ACRES PROPOSED IMPERVIOUS AREA 1.46 ACRES % OF PROJECT AREA IMPERVIOUS 19.5% vif%L.rl1I\VLLv/'%ir TOTAL PARCEL AREA 55.01 ACRES APPROX. EXISTTNG IMPERVIOUS AREA 3 ACRES PROPOSED IMPERVIOUS AREA 1.46 ACRES APPROX. TOTAL IMPERVIOUS AREA 4.46 ACRES APPROX. % TOTAL IMPERVIOUS AREA 8% NU i t: 1 U I AL h'AK(al_ AKtA UA IA IS APPROXIMATE. 5 07/12/2011 CONSTRUCTION DOCUMENTS FOR BODING & PERMITTING 4 05/10/2011 CONSTRUCTION DOC&E'.- FOR B�CDING & PERMITTING 3 02/18/2011 CONSTRUCTION DOCU\= FOR BIDDING & PERMITTING 2 02/03/2011 SJBMITTAL 1 12/30/2010 ": SUBMITTAL NO. DATE =-VISION 0 210 - Zt G 1 '•. '••goof..•• . Prouress Fnp-rnu�2A Progress Energy Carolinos, Inc. Raleigh, NC BARNARD CREEK 230KV i'RANSI TI ON STATION FVR SFP TFB GRADING AND DROI NAGE PLAN FVR SFP TFB FVR SFP TFB I LOCATION NEW HANOVER COUNTY, NORTH CAROLINA FVR SFP TFB SCALE 1" = 40' SCALE RATIO 1:1 FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB BY I CK. I APP. DATE 07/12/11 DWG. NO. RDC 57701 SHT 7 OF 13 EROSION AND SEDIMENT CONSTRUCTION SEQUENCE 1. THE CONTRACTOR SHALL POST THE SEDIMENTATION CERTIFICATE OF APPROVAL AT THE CONSTRUCTION ENTRANCE AND MAINTAIN COPIES OF THE PROJECT EROSION PERMITS IN THE PERMITS BOX. ANY CHANGES IN THE PROJECT DESIGN THAT RESULT IN ADDITIONAL DISTURBANCE, OR CHANGE THE DRAINAGE PATTERNS SHALL BE SUBMITTED TO NCDENR FOR PERMIT MODIFICATION. 2. NOTIFY THE STATE LAND QUALITY SECTION AT 910-796-7215 (WILMINGTON REGIONAL OFFICE) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. 3. NO CLEARING, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES MAY BEGIN ON THE SITE UNTIL ALL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. THE NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE IN LOCATION SHOWN ON THE DRAWINGS. 5. INSTALL SILT FENCE AND STABILIZED OUTLETS FOR SILT FENCE IN LOCATIONS SHOWN ON DRAWINGS. 6 INSTALL TEMPORARY LINING/MATTING IN LOCATIONS SHOWN ON DRAWINGS. GRADE THE TEMPORARY DRILLING PAD. INSTALL 6" ABC STONE ON TEMPORARY DRILLING PAD. 7. PRIOR TO AUGUST 2, 2011 - PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN INACTIVE FOR MORE THAN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICEVER IS LESS. PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS LESS, OF ESTABLISHING FINAL GRADES, SLOPES SHALL BE SEEDED WITHIN 21 CALENDAR DAYS. AUGUST 2, 2011 OR LATER - PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN INACTIVE FOR MORE THAN 14 CALENDAR DAYS. PROVIDE PERMANENT SEEDING WITHIN 14 CALENDAR DAYS OF ESTABLISHING FINAL GRADES, SLOPES SHALL BE SEEDED WITHIN 14 CALENDAR DAYS. 8. BEGIN SITE STRIPPING AND EXCAVATION WITHIN THE LIMITS OF CONSTRUCTION. 9. INSTALL PERMANENT STORMWATER DEVICES TO BY-PASS OFF SITE FLOW PRIOR TO BEGINNING GRADING. 10. INSTALL INLET/OUTLET PROTECTION AS SHOWN ON THE DRAWINGS. 11. GRADE THE SITE TO DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS. INSTALL RIP RAP DISSIPATORS. REMAINING PERMANENT STORMWATER DEVICES SHALL BE INSTALLED CONCURRENT WITH SITE GRADING. INSTALL DRY POND, OUTLET STRUCTURE, PERMANENT BAFFLE, LEVEL SPREADER, AND ENGINEERED FILTER STRIP. 12. INSTALL FENCE. 13. INSTALL EQUIPMENT. 14. INSTALL STONE ON PAD. 15. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH THE APPROPRIATE EROSION CONTROL MEA4�URES AT ALL TIMES. RIP RAP OUTLET PROTECTION PADS SHALL BE INSTALLED AT THE LOCATIONS AND DIMENSIONS SHOWN AS SOON AS EACH STORM DRAIN CHANNEL OR PIPE RUN IS COMPLETE. 16. PROGRESS ENERGY CAROLINAS, INC. SHALL CONDUCT PROJECT NPDES INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTLETS ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT 1/2 INCH OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFICED IN THE NCDENR EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS IN THE PERMIT BOX FOR AUDIT BY REGULATORY AGENCIES. 17. PROGRESS ENERGY CAROLINAS, INC. SHALL CONDUCT SELF INSEPCTIONS FOR EROSION AND SEDIMENTATION CONTROL AND COMPLETE THE SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY FORM AS REQUIRED BY NCGS 113A-54.1 AFTER EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. PROGRESS ENERGY CAROLINAS, INC. SHALL MAINTAIN THE REPORTS ON SITE TO BE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT ALL TIMES. 18. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE. METAL POSTS 1.5' INTO GROUND MAX. 1.5' APART GRASS J GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX (3/8" MESH) GRASS) #57 WASHED STONE GRASS J ,< .� 6" GRASS /100 12" GRASS ............................ .. . . ....... . . . .. GRASS MAINTENANCE: F _j 1. CONTRACTOR SHALL INSPECT THE GRAVEL FILTER EVERY 7 DAYS AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. 2. CONTRACTOR SHALL. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, THE CONTRACTOR SHALL REMOVE ALL MATERIALS AND UNSUITABLE SOIL. CONTRACTOR SHALL BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. TYPICAL CATCH BASIN PROTECTION (TEMPORARY) NTS TYPICAL SEEDING SCHEDULE FOR COASTAL AREAS CLASS B RIP RAP, 18" MINIMUM THICKNESS 1. LIME, 'SEED, AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE: TEMPORARY SEEDING -' SMOOTHLY BLEND CONTACT AREA F DATE TYPE PLANTING RATE FERTILIZER LIMESTONE STRAW MULCH 10-10-10 BLEND DEC. 1 -APR. 15 RYE (GRAIN) 120 LBS/ACRE 750 LBS/ACRE 2000 LBS/ACRE 4000 LBS/ACRE 1 1 FILTER FABRIC KOBE LESPEDEZA* 60 LBS/ACRE M B _... M APR. 15 - AUG. 15 GERMAN MILLET 40 LBS/ACRE 750 LBS/ACRE 2000 LBS/ACRE 4000 LBS/ACRE RIP RAP LINED AUG. 15 - DEC. 30 RYE (GRAIN) 120 LBS/ACRE 1000 LBS/ACRE 2000 LBS/ACRE 4000 LBS/ACRE 1' I PERMANENT SEEDING DATE TYPE PLANTING RATE FERTILIZER*** LIMESTONE' STRAW MULCH 10-10-10 BLEND APR. 1 - JULY 15 PENSACOLA- 50 LBS/ACRE 1000 LBS/ACRE 6000 LBS/ACRE 4000 LBS/ACRE FEB. 1 - MAR. 31 BAHIA GRASS CENTIPEDEGRASS 20 LBS/ACRE COMMON BERMUDAGRASS 20 LBS/ACRE SERICEA LESPEDEZA 30 LBS/ACRE (OUTSIDE EDGE OF GRADE & NON -TRAVELED AREAS) TRIPLE A TALL FESCUE 80 LBS/ACRE *OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. **QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST. 2. THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE: PREPARED BY MEANS OF DISKING AND CROSS -DISKING, HARROWING, OR OTHER APPROVED METHOD OF PREPARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED FOUR -INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE WITH THE SCHEDULE. 3. AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED, THE MIXTURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL TO A DEPTH APPROXIMATELY 1/2 INCH AND THEN COMPACTED BY MEANS OF A CULTIPACKER ROLLER OR OTHER APPROVED EQUIPMENT. 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATIONS ARE: ACHIEVED, THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. 5. MULCHED AREA SHALL BE TACKED WITH ASPHALT (APPLICATION RATE OF 0.10 GALLON PER SQUARE YARD / 10 GALLONS PER 1000 SQ. FT / 436 GALLONS PER ACRE), ROVING, OR NETTING. ON STEEP SLOPES, NETTING IS PREFERRED. 6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE. DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. 7. PRIOR TO AUGUST 2, 2011 - VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE THAN 60 CALENDAR DAYS. AUGUST 2, 2011 OR LATER - VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES. 8. SOIL AMENDMENT SHALL INCLUDE A COMPOST OR TOPSOIL BLEND. APPROXIMATELY 3 INCHES OF AMENDMENT SHALL BE ADDED TO THE: SITE. COMPOSE SHALL BE DISKED/TILLED INTO THE TOP 6 INCHES OF EXISTING SOIL, Dewberry DE.Nberry & Davis, Inc. 2301 REMOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE 919,881.9939 FAX: 919.881.9923 NCBELS # F-0679 PROVIDE TEMPORARY CHANNEL LINING PRIOR TO ESTABLISHING PERMANENT GROUND COVER Yyyyyyxx x I x 1 x 1XXXXxxxxxxxxxxxxx M M GRASS LINED CONSTRUCTION SPECIFICATIONS: 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREAAND DISPOSE OF PROPERLY. 2. EXCAVATE THE CHANNEL. AND SHAPE IT TO NEAT LINES AND DIMENSIONS AS SHOWN ON THE PLANS PLUS A 0.2 FOOT OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED PREPARATIONS- 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY. 4. ESTABLISH GRASS IN THE CHANNEL ACCORDING TO THE SEEDING SPECIFICATIONS ON SHEET 9. PROTECT THE CHANNEL WITH TEMPORARY LINERS AS SHOWN IN THE SCHEDULE. MAINTENANCE: FOR PERMANENT CHANNELS: INSPECT EVERY 7 DAYS AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY RAINFALL EVENT. MAKE ANY NEEDED REPAIRS. CHECK THE CHANNEL OUTLET FOR BACK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP ALL GRASS AT HEALTHY VIGOROUS CONDITION AT ALL TIMES. PERMANENT DIVERSION CHANNEL SCHEDULE CHANNEL NUMBER DEPTH BOTTOM WIDTH (B) SIDE SLOPE `M) BOTTOM SLOPE LENGTH LINING TYPE MINIMUM SHEAR STRESS (LB/FT SQ) 1 12" 3 3 1.15% 347 CLASS B RIP RAP 1.50 2 12" 3 3 2.22% 180 EXCELSIOR MATTING 1.50 3 12" 3 3 1.97% 152 EXCELSIOR MATTING 1.50 TYPICAL DIVERSION CHANNEL (PERMANENT) NTS ?-3" COARSE HASHED AGGREGATE NOTES: WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BE REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. CONSTRUCTION SPECIFICATIONS: 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL PROPERLY TO GRADE IT. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. USE GEOTEXTILE FABRIC TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EVERY RAINFALL, INSPECT ANY STRUCTURE, USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. TYPICAL CONSTRUCTION ENTRANCE (TEMPORARY) NTS 5 07/12/2011 CONSTRUCTION [DOCUMENTS FF PERMITTING 4 05/10/2011 CONSTRUCTION CDOCUMENTS FG= -_- & =FRMITTING 3 02/18/2011 CONSTRUCTION "�'OUMENTS FC= -:3 & PERMITTING 2 02/03/2011 95% SUBM _-=_ 1 12/30/2010 50% SUBMI--=- NO. DATE REVISIT__" �goo *000 1/0 NEE**�.•C3�� NIA KU C, Progress Energy Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION DETAILS SH 1 OF 6 FVR SFP TFB FUR SFP TFB FVR SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA SCALE AS SHOWN SCALE RATIO 1:1 DRAWN FVR CHK. ;FP APP. TFB DATE 07/12/11 DWG. NO. RDC-57701 SHT 8 OF 13 FVR SFP TFB FVR SFP TFB BY CK. APP. �j®®40 TYPICAL SURFACE ROUGHENING NITS CONSTRUCTION SPECIFICATIONS: 1. DRIVE STEEL POST 18" INTO THE GROUND AND EXCAVATE A 6"X6" TRENCH UPHILL ALONG THE LINE OF THE POSTS. MAX. 8' BETWEEN POSTS. 2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 6" INTO THE EXCAVATED TRENCH. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE TRENCH. 4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF -F Ih SILT FENCE SO THAT RUNOFF IS FORCED TO GO THRU THE FENCE AND CANNOT GO UNDER I I FILTER FABRI( CROSS SECTION FILTEf 1.5' MIN. MAINTENANCE INSPECT THE DAMS AND CHANNELS FOR DAMAGE AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. STONE S=CTION CONSTRUCTION SPECIFICATIONS 1. PLACE STONE TO THE LINES AND DIVENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SEC -LION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. 4, SET SPACING BETWEEN DAMS 10 ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME ELEVATION AS THE TOE ELEVATION OF THE UPPER DAN1 1 n 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDER THAT WATER WILL FLOW OVER AND AROUND THE WIRE FENCE DAM. STEEL POST I" FILTER FABRIC 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. TYPICAL ROCK CHECK DAM (TEMPORARY) NTS X � E E m m '4EACKFILL TRENCH WITH SOIL c� ATERIAL AND TAMPING TO ' ABOVE GROUND �� I—,— BRIC MIN. ANCH8RDEEPT&R4�FORWAI�D 00 ALONG THE TRENCH MAINTENANCE: 1. INSPECT SILT FENCE EVERY SEVEN DAYS AND AFTER EVERY 112 INCH OF RAINFALL. 2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR DAMAGE TO FENCE. TYPICAL SILT FENCE (TEMPORARY) NTS NO. 57 WASHED STONE ON UPSTREAM SIDE OF WIRE MESH. TOP OF SILT FENCE MUST BE AT LEAST V ABOVE THE TOP OF THE WASHED STONE 8' MAX 4' MAX V MAX - % IN. WIRE MESH V-:5" DEEP BED OF CLASS "B" RIP -RAP SPLASH PAD CONSTRUCTED ON DOWNSTREAM SIDE OF SILT FENCE 5' MIN (USE FABRIC UNDER RIP RAP), MAINTENANCE: 1. INSPECT SILT FENCE EVERY SEVEN DAYS AND AFTER EVERY 1/2 INCH OF RAINFAL_ 2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR DAMAGE TO FENC TYPICAL STABILIZED OUTLET FOR SILT FENCE (TEMPORARY) NTS Dewberry Dewborry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 CONSTRUCTION SPECIFICATIONS: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZE AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH AN 18" OVERLAP. USE A DOUBLE RC OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHOTED IN A 6"DEEP 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS IN SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAF_ L (2" FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN, 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. TYPICAL INSTALLATION OF NETTING AND MATTING (PERMANENT) NTS #57 FILT STONE z~ 2� CV �' 2 SECT ON CLASS "B" RID PAD RIP RAP PLACED AROUND Plf FI S1 PLAN TYPICAL RIPRAP DONUT INLET PROTECTION (TEMPORARY) NTS CONSTRUCTION DOC �IXENTS FOR = _- - ; & rE:'',`-TING 5 07/12/2011 FUR SFP TFB 4 05/10/2011 CONSTRUCTION DOCUMENTS FOR - _- - _ ,; & PERMITTING CONSTRUCTION DOCUMENTS FOR = __ - _ & PERMITTING =�'/, SUBMI---_ FUR SFP TFB 3 02/18/2011 FVR SFP TFB 2 02/03/2011 FVR SFP TFB 1 12/30/2010 _ = SUBMIT- -_ FVR SFP TFB N0. DATE VISIOr, BY CK. APP. ••• ••••�\\C.1 ,#81111100eo NIA V MIA Progress Energy Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION DETAILS `3H 2 OF 6 LOCATION NEW HANOVER COLIN I Y, NORTH CAROLINA SCALE AS SHOWN SCALE RA I I0 1:1 DRAWN FVR CHK. SFF APP. TFB DATE 07/12/11 DWG. NO. viDC-57701 SHT 9 OF 13 GRATE GRADE F MAXIMUP PRECAE DESIGN C.I. FRAME & GRATE FOR 36"x36" DROP INLET SIMILAR TO US FOUNDRY FINISHED USF-4156 FRAME & USF-6241 GRADE GRATE OR APPROVED EQUAL, H.D. CASTING PRECAST CONCRETE --- WAFFLE BOX TRUCTURES OVER 4' DEEP PROVIDE STEPS CAST IN WALL OF RISER STRUCTURE TYPICAL CATCH BASIN NTS CI RING & COVER, SIMILAR TO US TYPICAL PRECAST STORM MANHOLE NTS 7 :0011 :�. Dewberry . DE)wberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, INC 27612 PHONE 919 881.9939 FAX: 919.881.9923 NCBELS # F-0679 CONCRETE COLLAR SEEDED SLOPES (TYPICAL) 09 SHOULDE N wom 24'-0" -GEOTEXTILE FABRIC ACCESS DRIVE 1-6" COMPACTED ABC STONE 10'-01, 2'-0" ROADBED SHOULDE 114 INCH PER FOOT (2%) SIDE SLOPE (TYPICAL) --I I F-1 � E F17E FEE � 1-111-11 TYPICAL ACCESS DRIVE SECTION FOR FILL AREA NTS COMPACTED SOIL TO - SEEDED SLOPES (TYPICAL) J Q U_ FINISHED GRADE 24' - 0 i ACCESS DRIVE 0 NI'ACTED SOIL i 12'- 0 " GEOTEXTILE FABRIC' 6" COMPACTED ABC STONE v~i "" 10-'-0" /_101-0" U 2'-02' _ " Q SEEDED SLOPE VARIES SHOULDER ROADBED ROADBED SHOULDER io (TYPICAL) DITCH 1/4 INCH PER FOOT (2%) SI E GLDITCH SLOPE (TYPICAL) FINAL UNDISTURBED SOIL 3 - — BACKFILL I _ _ _ _ _ _ _ — _ _1 _ I —I I 2.OI'COMPACTED SOIL INITIAL �••�•'•�� '• � � � .• ;:;"' TYPICAL ACCESS DRIVE SECTION FOR CUT AREA BACKFILL ;';: ',;• ~ NTS NOTES: 1. ALL CUT & FILL SLOPES SHALL BE GRADED TO A 3:1 HORIZONTAL TO VERTICAL SLOPE OR FLATTER UNLESS OTHERWISE NOTED ON THE GRADING PLAN. xm MINIMUM SIDE TYPICAL ACCESS DRIVE SECTION #67 STONE 6 O.D. OF PIPE 6 CLEARANCE 2. ALL SLOPES AND DITCHES SHALL BE SEEDED & MULCHED WHEN ROCK IS 12" O.D. OF PIPE 12" MAXIMUM SIDE NTS UNLESS OTHERWISE NOTED ON THE GRADING PLAN. ENCOUNTERED CLEARANCE NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS AND 95% IN TRAFFIC AREAS. 6. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED. TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR RCP & DIP NTS 3 SEEDED SLOPES (TYPICAL) -7 qtto NIA 't888111r11tos &43 Progress Energy Progress Energy Carolinas, Inc, Raleigh, NC B 1RNARD CREEK 230KV TRANSI TI ON STATI ON 5 07/12/2011 CONSTRUCTION OOCUMENTS FC-_ - _- - = .3 & _ _� �"�" T TING CONSTRUCTION OOCUMENTS FL' =:--_ ; & ?ERMIT-ING FVR SFP TFB DETAIL ") :� SH 3 OF 6 4 05/10/2011 FVR SFP TFB 3 02/18/2011 CONSTRUCTION [DOCUMENTS F:- - __ _ _ 3 & PERMITTING FVR I SFP TFB LOCATION NEW HANOVER COUNTY, NORTH CAROLINA SCALE AS SHOWN SCALE RATIO 1:1 DRAWN FVR CHK. SFP APP. TFB DATE 07/12/11 DWG. NO. RDC-57701 SHT 10 OF 13 2 02/03/2011 �% SUBS". -- =L% SUBS_ -_ FVR SFP TFB 1 12/30/2010 FVR BY SFP CK, TFB APP, NO. DATE REVIS_ _ '. CLASS B RIP RAP FOREBAY Z50'X 25' ENGINEERED FILTER STRIP. PROVIDE 6" TOPSOIL WITH MINIMUM 2% ORGANIC CONTENT. SOD WITH COMMON BERMUDA. DOWNSTREAM LIP MUST BE LEVEL THE ENTIRE LENGTH OF SPREADER, LIP ELEVATION 10.5' CONCRETE RIBBON WEIR, FLOW SEE DETAIL BELOW 36" -IAMFER (TYP.) WEL WITH STANDARD GREE HOOK AT 12" OC I BARS CONT. (2) #4 BARS CONT. #4 BARS AT 36" OC NOTE: USE 3000 PSI CONCRETE RIBBON WEIR �1•_•�Dewberry 1@99p ,111110111111, Dewr-)erry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE 919.881.9939 FAX: 919.881.9923 NCBELS # F-0679 LEVEL SPREADER LIP, AT ELEV. 10.5' GRASS LINED CHANNEL 6 INCHES DEEP 4' WIDE. EXCELSIOR MATTING TO BE INSERTED AND SECURED IN GRASS LINED CHANNEL. OUTLET PIPE FROM DRY POND 4' WIDE GRASS LINED CHANNEL, CENTER ELEV. AT 10.0' LEVEL SPREADER LIP, CONCRETE RIBBON WEIR PARALLEL TO CONTOUR LINES. LENGTH = 25' #57 STONE ON FABRIC STABILIZED UNDISTURBED AREA CLASS B RIP RAP FOREBAY (4' WIDE X 6' LONG X 18" DEEP) ON TOP OF FILTER FABRIC END OF PIPE %r7/P.Q4PFOr5'EB.4YSh.9LL COl/Ef�F/LTEf� �Bf�/LEDGES ,V0,9,ESh14PE0 70- Rg0X1,nF UNDISTURBED GROUND'�OEQU�ITEPf�OTECT/O/1/AROUNOThEP/PE 0647259LL, //i/CLUO/NG TfiETOPOTTh'EP/PE. CONSTRUCTION SPECIFICATIONS: 1. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF STORM RUNOFF. 2. CONSTRUCT THE LEVEL SPREADER LIP ON UNDISTURBED SOIL TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER. 3. CONSTRUCT A SMOOTH TRANSITION FROM THE PIPE OUTFALL TO THE LEVEL SPREADER. 4. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE. MAKE SURE THE SLOPE IS SUFFICIENTLY SMOOTHED TO KEEP THE FLOW FROM CONCENTRATING. 5. AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA. 6. THE LEVEL SPREADER DESIGN AND CONSTRUCTION SHALL BE BASED ON CURRENT NCDENR DIVISION OF WATER QUALITY DESIGN STANDARDS. MAINTENANCE: 1. INSPECT THE LEVEI SPREADER AFTER EVERY SEVEN DAYS AND 1/2 INCH OF RAINFALL UNTIL VEGETATION IS ESTABLISHED Al`�D PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION. Z MAINTAIN THE ENGINEERED FILTER STRIP WITH REGULAR MOWING AND RESODDING IF NECESSARY. MAINTAIN A DENSE, VIGOROUS STAND OF TURF. RECOMMENDED GRASSES INCLUDE COMMON BERMUDA. 5 07/12/2011 CONSTRUCTION DOCUMENTS FOR & ___ =--:NG CONSTRUCTION DOCUMENTS FOR :=_:',; & CONSTRUCTION DOCUMENTS FOR :__:'.; & ___'':--:NG 957.SUBMI---_ FVR SFP TFB 4 05/10/2011 FVR SFP TFB 3 02/18/2011 FVR SFP TFB 2 02/03/2011 FVR SFP TFB 1 12/30/2010 507 SUBMIT- =_ FUR SFP TFB NO. DATE REVIST^ BY CK, APP. NIA •.Bill C, Progress Energy Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION DETAI L�" SH 4 OF 6 LOCATION NEW HANOVER COUNTY, NORTH CAROLINA SCALE AS SHOWN SCALE RATIO 1:1 DRAWN FVR CHK. SFP APP. TFB DATE 07/12/11 DWG. NO. ROC-57701 SHT 11 OF 13 NOTE: PERMANENT BAFFLE SHALL BE 3/16" FIBERGLASS PLATES. 2" GALVANIZED POST, SPACED 4' O.C. AND AT ENDS, BOLT BAFFLE ONTO POST WITH GALVANIZED HARDWARE, PROVIDE A WATER TIGHT CONNECTION DRILL 2" ORIFICE IN BAFFLE, INVERT ELEVATION AT 11.0' 3:1 uewnerry & uavls, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE 919.881,9939 FAX: 919.881.9923 NCBELS # F-0679 NTS II II LA II II II II II II II u U U TOE OF SLOPE..........:..........................................I 11 10 0 8 11+60 11+70 11+80 11+90 12+00 12+10 PERMANENT BAFFLE. EMBED BAFFLE V MINIMUM INTO BANKS ON BOTH SIDES ON ALONG BOTTOM LINE WITH MATTING, CREST ELEV. 13.5' EMERGENCY SPILLWAY TOP = 14.5' ---` 10" DIA. CORED HOLE, INV. = 12.8' 4" PVC, CAP 4" PVC WITH WATER TIGHT SEAL AND DRILL A 2" DIAMETER ORIFICE IN THE 4' X 4' CAP, DRILL HOLE SO NEW �.� PRECAST INVERT MATCHES INVERT OF 4" CONCRETE BOX PVC AS CLOSELY AS POSSIBLY 12" DIP TO -� INV. = 11.0' BOTTOM OF POND APPROX. 3", LEVEL (BEYOND) SPREADER INV. = 11.c POUR 4" THICK CONCRETE SUMP, 3' ' LONG X V WIDE EXTENDED BASE, TYP. NOTES BOTTOM 9.0' 1. PROVIDE MANHOLE STEPS AT HATCH OPENING (13" 0.C.). CONCRETE FILL (BALLAST) 2. PROVIDE FLANGED CAST IRON GATE VALVE SECTION WITH SQUARE NUT OPERATOR ON EMERGENCY [)RAIN. PROVIDE OPERATOR EXTENSION TO WITHIN 18" OF THE TOP OF STRUCTURE, 2' X 2' ALUMINUM HATCH BILCO MODEL SECURED TO THE WALL, SUPPLY EXTENDED J-AL OR EQUAL, W/ PADLOCK HASP REACH EXTENSION AND HAND WHEEL OF ADEQUATE LENGTH TO OPERATE VALVE FROM 6" GATE VALVE (NORMALLY TOP OF STRUCTURE. VALVE SHALL BE KEPT CLOSED) CLOSED. 6" DIP EMERGENCY DRAIN 77 3' E EP 4" THICK CONCRETE I 12" DIP TO SUMP, T LONG X V WIDE LEVEL SPREADER 4" PVC NORMAL DRAIN 1' 30' - I TOP OF POND V. 14.25' PLAN VIEW DRY POND OUTLET STRUCTURE DETAIL NTS II II II II II II II II II II CONSTRUCTION SPECIFICATIONS II II It II II 1 FILL MATERIAL SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE II II II II II 2" x 2" GALVANIZED MATERIAL, PLACE FILL MATERIAL ACCORDING TO CONSTRUCTION SPECIFICATIONS. U U U U U ANGLE (POST TO POST) 2 SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATERTIGHT STRUCTURAL CONNECTION. BOTTOM OF BAFFLE, ELEV. 10.0' -� BOTTOM OF POND SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE RISER IN 2" ORIFICE CONCRETE ANTIFLOTATION BLOCK. BAFFLE SECTION 6 ONCE THE SITE IS STABILIZED AND ALL TEMPORARY MEASURES HAVE BEEN REMOVED, REMOVE ALL SEDIMENT DEPOSITED FLOW DURING CONSTRUCTION, REPAIR EROSION, AND RESTORE THE VEGETATED SHELF. RESTORE RISER TO FINAL DRY POND 12" x 12" x 4" DEEP CONCRETE DESIGN. INSTALL PERMANENT BAFFLE AS SHOWN. PLACE 4" CAP ON THE 4" PVC AND CREATE A WATER TIGHT SEAL. DRILL A 2" PERMANENT BAFFLE DETAIL BLOCK, ON BOTH SIDES OF THE DIAMETER ORIFICE IN THE CAP. NTS BAFFLE 7, STABILIZE THE DRY DETENTION POND WITHIN 14 DAYS AFTER THE END OF CONSTRUCTION. PERMANENT VEGETATION FOR THE 2" GALVANIZED POST DRY DETENTION POND SHALL BE PER THE SEEDING SCHEDULE PROVIDED ON SHEET 9. THE LEVEL SPREADER AND FILTER STRIP SHALL BE INSTALLED PER THE PLANS. SECTION A -A NEW HANOVER COUNTY STORMWATER CERTIFICATIONS: DESIGNER'S PLAN CERTIFICATION PROPERTY OWNER CERTIFICATION: "I hereby certify that this plan has been prepared in accordance with "I (we) hereby certify that I (we) am (are) the current owner of the the latest New Hanover County Ordinances and Storm Water Design property and that upon receipt of "Authorization -To -Construct" any Manual." clearing, grading, construction or development, will be performed in accordance with this plan and that the applicable ordinances and rules Signature: of New Hanover County, the State of North Carolina and the Federal Government and its agencies which are hereby made part of this plan. Printed Name and Title: F. VIRGINIA RUSSELL, PE As the owner, I (we) accept full responsibility for the construction and operation and maintenance of the proposed facilities. I (We) will not Date: attempt to transfer of this responsibility without the written authorization of New Hanover County." Registration Number: 036210 Signature: _ Printed Name and Title: Date: FNC IN EEC ••••c�\'o /NIA � Progress Energy Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION DETAILS SH 5 OF 6 5 07/12/2011 CONSTRUCTION DOCUMENTS FOR =:_-_ 8 =- :-SING CONSTRUCTION DOCUMENTS FOR - :- _ : ,; & __-'': TING FVR SFP TFB 4 05/10/2011 FVR SFP TFB 3 02/18/2011 CONSTRUCTION DOCUMENTS FOR = __ ; & --- TTING FVR FVR SFP SFP TFB TFB LOCATION NEW HANOVER COUNrY,NORTH CAROLINA SCALE AS SHOWN SCALE RATIO 1:1 DRAWN FVR CHK. SFP APP. TFB DATE 07/12/11 DWG. NO. ROC-57701 SHT 12 OF 13 2 02/03/2011 95'/. SUBMI -_ 50% SUBMI---_ 1 12/30/2010 FVR BY SFP I CK. TFB APP, NO. DATE REVIS _ NOTE: LOW POINT STA. = 2+31.00 1. PROFILE SHOWN IS FOR CENTERLINE OF PVI STA. = 0+66.00 LOW POINT ELEV. = 12.75 PVI STA. = 3+96.00 NEW STONE ACCESS DRIVE. SEE SHEET PVI ELEV. = 15.00 PVI STA. = 2+31.00 PVI ELEV. = 15.00 o A.D. = 1.52 0 o PVI ELEV/. = 12.50' o o A.D. = 1.52 0 10 FOR ACCESS DRIVE DETAIL. o 0 0 0 y _ r-, n n ffl 17 16 1 14 SMOOTH TRANSITION TO 13 PUMPING STATION PAD, SEE SHEET 8 FOR GRADING PLAN 9 8 7 6 0+00 Dewberry Dewberry & Davis, Inc. 2301 REXWOODS DRIVE SUITE 200 RALEIGH, NC 27612 PHONE: 919,881.9939 FAX: 919.881.9923 NCBELS # F-0679 0+50 1+00 1+50 2+00 2+50 ABC STONE ACCESS DRIVE PROFILE 3+00 5 07/12/2011 4 05/10/2011 3 02/18/2011 2 02/03/2011 1 12/30/2010 NO. DATE 3+50 0 4+00 4+26 CONSTRUCTION DOCUMENTS FOR RMITTING CONSTRUCTION DOCUM=',-S FOR & :�7RMITTING CONSTRUCTION DL:-'.'_',-S FOR & PERMITTING . SUBMITTr_ 3MITTA REVISION QC 2 i• 2 i , HORIZONTAL GRAPHIC SCALE 0 10 20 40 ( IN FEET) 1 inch = 20 ft. VERTICAL GRAPHIC SCALE 0 1 2 4 ( IN FEET) 1 inch = 2 ft. EXISTING GRADE AT CENTERLINE OF EXISTING DIRT ROAD UNKNOWN BASED ON LIMITED SURVEY INFORMATION. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM TOP OF STONE OF NEW ABC STONE ACCESS DRIVE AND TOP OF EXISTING DIRT ROAD GRADE � Progress Energy Progress Energy Carolinas, Inc. Raleigh, NC BARNARD CREEK 230KV TRANSITION STATION FVR SFP TFB DETAI LS SH 6 OF 6 FVR SFP TFB FVR SFP TFB LOCATION NEW HANOVER COUNTY. NORTH CAROLINA FVR SFP TFB SCALE AS SHOWN SCALE RATIO 1:1 FVR SFP TFB DRAWN FVR CHK. SFP APP. TFB BY CK, APP. DATE 07/12/11 DWG. No. RDC-57701 SHT 13 OF 13 We D.