The URL can be used to link to this page

Home My WebLink AboutCF Steel, LLC - Midland, NC Civil SetSITE DEVELOPMENT PLANS for CF STEEL, LLC MIDLAND FACILITY CFSUELUI; 1 & A Properties, LLC PO BOX 148 Oakboro, NC 28129 June, 2017 Proj. No. 2015-905 chambers _ engineering, pa 129 North First Street I 704.984.6427 ph Albemarle, NC 28001 www.ce-pa.com 5 SEAL 40366 c��3/�� '��✓GINE„ �, `� S,q�ELI J15M` \ ■1KE II® GEOTECHNICAL 1. REFER TO REPORT OF GEOTECHNICAL EXPLORATION FOR RECOMMENDATIONS. CONTRACTOR RESPONSIBILITIES 1. ANY EXISTING CONDITIONS FOUND TO BE A VARIANCE WITH THESE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 2. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN SUCH A MANNER AS TO PROTECT STRUCTURES WITHIN PROJECT LIMITS, ADJACENT EXISTING STRUCTURES AND OTHER SITE ELEMENTS WHICH ARE TO REMAIN IN SERVICE. UTILITIES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. 2. INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE NECESSARY UTILITY COORDINATION AND MAKING A DETERMINATION AS TO TYPE AND LOCATION OF UNDERGROUND UTILITIES AS NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND PIPELINES, CONDUITS, STRUCTURES AND OTHER FACILITIES BY CONTACTING THE OWNERS AND PROTECTING IN ADVANCE OF ANY OPERATIONS THAT MAY IMPACT UTILITIES WITHIN THE PROJECT LIMITS. EROSION CONTROL 1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO CONTROL EROSION AND PREVENT SEDIMENTATION FROM LEAVING THE SITE. 2. EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO LAND—DISTURBING ACTIVITIES. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL RULES AND MSDS REGULATIONS. SAFETY 1. CONTRACTOR IS FULLY RESPONSIBLE FOR THE SAFETY OF ALL ITS EMPLOYEES AND SUB—CONTRACTORS AND WILL PERFORM ITS WORK IN SUCH A MANNER THAT WILL ENSURE THE SAFETY OF EMPLOYEES AS WELL AS RAILROAD PERSONNEL AND TRAIN OPERATIONS IN THE DESIGNATED PROJECT AREA. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RULES, REGULATIONS, PROCEDURES AND SAFE PRACTICES OF OSHA AND ALL OTHER GOVERNMENT AGENCIES HAVING JURISDICTION OVER THE PROJECT. L USGS �y,1 CCll.uc U.S. DEPARTMENT OF THE INTERIOR IMNN4M/,� MIDLAND QUADRANGLE ...a SHEET INDEX a GS U.S. GEOLOGICAL SURVEY 44i US Topo NORTH CAROLINA 7.5-A INUTE SERIES ed°mnd" - sz ad" ea•ad' SHEET NUMBER DESCRIPTION 35•ls �asw°L ^as 'ai as'39 _� a ---__ m9 X41 mz +aa , ,emwu.Eei °•45 3s,ls. CF STEEL, LLC MIDLAND, NC G-00 Cover Sheet G-0.1 General Notes—Sheet Index1,� C-0.0 Existing Conditions C-1.0 Site Demolition Plan C-2.0 Site Layout Planc a°4•-` �' NP C-310 Site Grading and Drainage Plan �p0� " - G 'm C-4.0 Site Utilities Plan""'s<' °\ NO D C-5.0 Site Erosion Control Plan \ _ P'rx° } C-6.0 Site Landscaping Plan \ cen b CD -1 Details _ CD -2 Details PROJECT SITE - _ CD -3 Details s PARCEL 55340823660000 - - - 12322 OLD CAMDEN RD vvyy m \ CD -4 Details -1=/ CD-5 Details MIDLAND, NC 28107 \ -_ rc AU.,,MiUlandl- v , xP jJ/ Y e„q 12 3o o .rt .,. . Ikiel MIAI14 ❑ILL. /,' ^\ z w r a. Ie e f / r , z 4 nsnxo Z m o v E6, '92 I i 3 �.\ / = ,uvxam ... � v^ 1F� � m m w li t] z w 0 ro eN�^ 0 0 10' W AT N NZ O N LL<w< / w✓o LUrC 9z mm _ j% C� m �a -h� varb� 1 ro„rrxo 1 B 1 ii v .. :,,• laantev � �9 d E a •89 sm wo FEET 0 z'r ZZ W LL _ p to IRQM 0 JO s+ . U A Q O - H - STALLIN,GGS'',A Z O Z tlZ Z � �U •m '41 .. ... .: 0: ua -- s4 �8 # LU ., 0 I F .I - tlemby SCALE 1:24 000 3wo<tr�IFluiia+ '35 la000a t[[i `-y] 60°3]90• Produmd by the V Ihel Stetee G,A,I N W Survey ALTA, — N[e,(aemu LAILA, .1 9N WAA 1Ptl M] a lOID lM1A MtW iyf 1ML591141�Weaa—anl 1. aw maaa{m: WM ML' LA. ix o OeD(m1141' r<POAAAAA. <5yYanio, Eet p V V M BM..I '. aAlt I.M.. la lA.w4. Pnwre Wtlt.. eAMA—m a .,,.mub wl•issae ever. -,LAAA. AAMr, _ .1m vaxm>AM,LF ex.nr..._ Ibd................................ U5. tM,, au. MLSP. 10M e......W e. 11m., .................................................:_ :ale uwe P row.l.n.._..._.....MATMAT lna EM"m.rm., _......r....._.Wx vow .wwl.. mr.....:unmw+�:«..me.unT. e w AAAAAAMA wxucert+ ___ 1089 v a ° v t, .. • � Iia ..vo em i 1 0 V ZZ W LL _ p to IRQM 0 JO s+ . U A Q O F N H gid Z O Z tlZ Z � �U •m '41 .. ... .: 0: ua -- s4 E 3rar3o- LU ., 0 Z F ea•3d UU SCALE 1:24 000 3wo<tr�IFluiia+ xKRM ALTA, — N[e,(aemu 1Ptl M] a lOID lM1A vgvY M+Y .-_. V V — AAA, aro +o _ TEt Ill M m.e..,. ,M 0.1.. uwe �wuwfvmw. Will TELT '•N9 C imNNi MtAI2, x0Ai4 UxPr.ie..e.iM,e,1PM , SC1E"' A LN,P+c .,,Pre[bmY re vmlarm M,xuM HE N �¢$ onaub,aWMelimgm. V5 ipo4ro9NLmWN. 1011. SF—EAN u .1 meuN Yatfa[b1M NN lNf paN[1b Ya11 rt„pnP0.19 6W.Mwt STEM, wm: MIDLAND, NC � p m _ m.axxw wmuwau 2016 SITE/ VICINITY MAP. NTS 2 - 3 - 4 -- ---- -I 5_ SEAL '_ 403Ct6j�3��` ' F'1'GINEE. NUMBE SHEET R i G0.1 0 V ZZ W LL _ p to IRQM 0 JO U A Q O F N H gid Z O Z tlZ Z � �U Mj Z w 0: CL LU W 0 Z F UU LL V NUMBE SHEET R i G0.1 1❑9 IC ON ©o 1 2 3 4 / REMOVE EXISTING VEGETATION AS REQ'D 4 T Willlom &Sheila S yit0324 / Deed Book 24981498 PIN: 5532520000 - o r _ � I o�$ m� N I & A .Properties LLC 0034 Deed Book 11917, Po9e PIN: 55 4 Ac30 0(1es 0 41 I 41118 N 5,7, 16 37.$0 W \� / lo 1.1 . REMOVE EXISTING H VEGETATION AS REQ'D 1. SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. c1M°xrsa°P�yH10wv°xveµw P:isxm°fiaSF4Nf£mu�10iwf w. s+ 'n 'iumm .MDPflOmwx �.m m"""sPm luf'"v'rxw°°'°E wrP.m�M1Pop"wusmmuw' "�vmno°PAYWiDie mnw .NOfwnw ximawem w 1 5 ak I� � v _ I 4 `p.ePh A. Roberts. 0092 `&.s,'a�nk 10735. Po9 ,n m �6eto�� Eudy. y L & Jack's B w' Book 0869. Page OV41 IN: 55341813790000 \\ I \� 111 l L & JackleB Eudy. c, 0179PIN: ��`f� / GENERAL DEMOLITION NOTES' 1 William E. 2340e 0364 1. INFORMATION INCLUDED WITHIN THIS DRAWING WAS SUPPLIED FROM A SURVEY PROVIDED Deed 55340702340000 BY DENT H. TURNER, JR. PROFESSIONAL LAND SURVEYOR THIS SURVEY IS INCLUDED IN 1 THE CONTRACT DOCUMENTS AS SHEET CO EXISTING CONDITIONS THE CONTRACTOR SHALL REVIEW THE INFORMATION CONTAINED HEREIN AND VISIT THE SITE TO VERIFY ITS I `, �- -- ACCURACY IN ACCORDANCE WITH THE CURRENT CONDITIONS. NEITHER THE ARCHITECT OR ENGINEER ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF -"`— _. DATA INCLUDED WITHIN THIS SURVEY. ---�-' -�_ 60.12 r% OVE LKS, CURB ERE SHOWN), 6' 27 2p 52E '� 2 GRAVEL CONTRACTOR DRIVES. WALLS,MTREES,L SHRUBS NANDAOTHER STRUCTURES IDT GUTTER THE OWNER'S I 146.332 PROPERTY INDICATED AS SHOWN ON THE DRAW9NGS OR AS REQUIRED TO PREPARE THE SITE FOR THE NEW CONSTRUCTION. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL ON-SITE CONDITIONS WHETHER SPECIFICALLY INDICATED ON THE DEMOLITION DRAWING OR NOT. 3. UNDERGROUND UTILITIES WITH UNKNOWN LOCATIONS MAY EXIST ON THE SITE. I II CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO GAS, POWER, TELECOMMUNICATIONS. WATER AND SEWER LOCATED. 4. COORDINATE ALL DRIVEWAY REMOVALS AND SIDEWALK/CURB REPLACEMENT WITH OWNER, CITY OF LOCUST, AND NC DOT, PROVIDE BARRICADES AND SIDEWALK CLOSURE SIGNAGE AT ALL EXCAVATIONS TO PROVIDE FOR SAFE PEDESTRIAN MOVEMENT, SCHEDULE WORK TO MINIMIZE TRAFFIC INTERRUPTION AND PROVIDE CONSTRUCTION WARNING SIGNAGE AND BARRICADES. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE "MUTCD" AND I ANY OTHER APPLICABLE AUTHORITY AND CODES. 5. CONTRACTOR SHALL PROTECT UTILITY POLES, UNDERGROUND UTILITIES, MANHOLES, VALVE BOXES, RAMPS, WALKS AND OTHER ITEMS TO REMAIN FROM DAMAGE. CONTRACTOR SHALL REPAIR, REPLACE AND PAY FOR ANY DAMAGES CAUSED BY DEMOLITION/CONSTRUCTION WORK. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN HIGHWAY AND ROAD RIGHT-OF-WAYS WITH THE NCDO7 AND CITY OF LOCUST. PROTECT ALL EXISTING PUBLIC UTILITIES WITHIN RIGHT-OF-WAYS FROM DAMAGE DURING DEMOLITION WORK. � 7. CONTRACTOR SHALL COORDINATE REMOVAL OF WATER METERS, LIGHT POLES, GAS METERS, SEWER LINES, ELECTRICAL LINES AND OTHER UTILITIES PREVIOUSLY SERVING THE SITE WITH LOCAL UTILITY COMPANIES. SEE SITE PLAN, CIVIL DRAWINGS AND I ELECTRICAL SITE PLAN FOR UTILITIES TO SERVE NEW BUILDINGS, 8. SEE EROSION CONTROL DRAWINGS FOR ADDITIONAL WORK. COORDINATE ALL WORK SHOWN ON DEMOLITION DRAWING WITH THAT SHOWN ON EROSION CONTROL DRAWINGS. O _� BACKFILL DEPRESSIONS LEFT BY REMOVAL OF WALL FOOTINGS, SIDEWALKS, GRAVEL, UNDERGROUND UTILITIES AND LARGE TREES WITH SUITABLE COMPACTED EARTH - _ ACCORDING TO GRADING PLAN. - 0 1' . -- 2•... SCALE V = 40' 2 3 4 5 01 ml 11, nI CF STEEL, LLC MIDLAND. NC \`If�lllflgf� , SEAL f '- 40362 ygFNGINEE:�, o w z z z m � Q Z to � r U z � H QX UO J U �2 p ry Z Om 0 UUx d� 91 U Z z CD w r o n Z_ .J Z of 0 JQ d m W o w > F W Q U N a m U J u w Z U N O U Z Z � WX �X N OX OX NX a� WQ `o C C6 fE $y y Y d E W c m C F W �^ E E Q O Z O a tt U O I Y M p m O Q \`If�lllflgf� , SEAL f '- 40362 ygFNGINEE:�, o w z z z m � Q Z to � r U z � H QX UO J U �2 p ry Z Om UO UUx d� 91 U Z CD w r o n Z_ .J Z of H JQ d m W o w > F W Q U N Z m U J u w Z U N O U Z Z � WX �X OX OX NX a� WQ `o C C6 fE $y y iiiz d E W c m C F W �^ E E \`If�lllflgf� , SEAL f '- 40362 ygFNGINEE:�, SNEET NUMBER C.�.Q F J Q Z to Goo 2 0 a °P H J U �2 p ry Z _G= H Q 2b U Z CD J C] 3 Z_ .J Z of H JQ d U1 W O x F W N LL U SNEET NUMBER C.�.Q C; I AI 2 3 4 � ' I SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. SLIDING GATE'" " s CY •- f 18.00-�' 3.00 24 0O n F T : 1 .00- 60.00 •.- ^6" THICK COMPACTED '•::u;+ • x; =•; I; o 0 ,,GRAVEL AREA (TYP) 'r:'^.:`.': •t.I - o o ,PRBUILDING, REF.ARCH. CH. DW DWG'S FOR REO'S a R 6' CHAIN LINK FENCE, % a REF. DETAILS FOR RED'S a � 292.04 c1 M 1a fJ. _ I x 50' DRIVEWAY h EASEMENT a i N84' 01' 57.4, 805.973' AHC PARKING SPACE, AISLE, AND SIGN. REF. DETAIL FOR RED'S (TYP) 4" PARKING LOT STALL MARKINGS, I/ COLOR 'TRAFFIC' WHITE (TYP) STANDARD DUN ASPHALT /PAVING, REF. DETAIL / r i r 13.06 f� 00 ( i S, r William E. page 0364 Deed gook 0575 PIN: 55340702340000 DUTY ASPHALT PAVING STIPPLED, REF. DETAIL N SITE SUMMARY PROJECT NAME: CF STEEL MANUFACTURING FACILITY PINS: i� 5' CONCRETE SIDEWALK, 12322 OLD CAMDEN RD MIDLAND, NC 28017 ZONING: U -SU DEVELOPMENT TYPE: REF. DETAIL FOR RED'S. o $ j mIo TBD SITE AREA (AC): 4.43 + 1.00 = 5,43 HC RAMP W/ m w f,* 0 �p DETECTABLE WARNING PROPOSED NEW BUA (SF): � PROPOSED % BUA: 100 8" CONCRETE SLAB, DENSITY (HIGH/LOW): i TOTAL POST -PROJECT BUA FOR SITE W ,y0' 1 t OR REQ'S REF ARCH DWG'S F ¢n S84' 01' 57.42"W o v S do Z w mN 0 mX aN a SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. SLIDING GATE'" " s CY •- f 18.00-�' 3.00 24 0O n F T : 1 .00- 60.00 •.- ^6" THICK COMPACTED '•::u;+ • x; =•; I; o 0 ,,GRAVEL AREA (TYP) 'r:'^.:`.': •t.I - o o ,PRBUILDING, REF.ARCH. CH. DW DWG'S FOR REO'S a R 6' CHAIN LINK FENCE, % a REF. DETAILS FOR RED'S a � 292.04 c1 M 1a fJ. _ I x 50' DRIVEWAY h EASEMENT a i N84' 01' 57.4, 805.973' AHC PARKING SPACE, AISLE, AND SIGN. REF. DETAIL FOR RED'S (TYP) 4" PARKING LOT STALL MARKINGS, I/ COLOR 'TRAFFIC' WHITE (TYP) STANDARD DUN ASPHALT /PAVING, REF. DETAIL / r i r 13.06 f� 00 ( i S, r William E. page 0364 Deed gook 0575 PIN: 55340702340000 DUTY ASPHALT PAVING STIPPLED, REF. DETAIL N SITE SUMMARY PROJECT NAME: CF STEEL MANUFACTURING FACILITY PINS: 55340823660000 ADDRESS: 12322 OLD CAMDEN RD MIDLAND, NC 28017 ZONING: U -SU DEVELOPMENT TYPE: INDUSTRIAL Disturbed AREA (AC): TBD SITE AREA (AC): 4.43 + 1.00 = 5,43 TOTAL ON-SITE DRAINAGE AREA (AC): 5.43 EXISTING BUILT -UPON -AREA (SF): 0 EXISTING BUA TO BE REMOVED (SF): EXISTING BUA TO REMAIN (SF): 0 0 PROPOSED NEW BUA (SF): 55430.80 PROPOSED % BUA: 23.43% DENSITY (HIGH/LOW): LOW TOTAL POST -PROJECT BUA FOR SITE 23.43% ME 5' PC 1`I&I � L& Jackie B E , C'zt Book 0869, Page U+q eRlw 5 5341 813790000 1 & k'i,1917..es LLC 34 w Deed Book ?1917. Page W 823660000` p X'/ PIN: 54340 Acres N N ea a < \ 3 141.118 g"W f '- 1 t ` \ G 9 1 I v Jackie B Eudy. L & Page 0179PIN: eJimBook 0376, 55340892520000 E i I 0 0 ISI 0 w z Z - i Z J CF STEEL, LLC MIDLAND, NC .07 SEAL 40366 GINe�� 'ice . : ............ /grrr ELI Ji 10iix`` 0 w z Z - m Z J g U Z Up U GAN �x � g O o V ZX wN ¢n 0 O x a o do Z w mN 0 mX aN a D 19W 0 LL S V ¢1iu� r O 7 Z U a m o LL � rc _uiI z m U w N 0 a X Z X wZ X NX O a� 4Q wZ N V¢IQ pX OX w J &5g g 0 E� CIm 4 n 8 �yI� r•4 o •- N m<¢ E m m L \\� \ w O z 0 U 0 i .07 SEAL 40366 GINe�� 'ice . : ............ /grrr ELI Ji 10iix`` 0 w z Z - m Z J g U Z Up U GAN �x � g O o V ZX wN ¢n O O x a o do Z w mN 0 mX aN a D 19W LL S V ¢1iu� Y z O 7 Z U m o LL � _uiI z m U w N 0 a X Z X wZ X NX O a� 4Q wZ N V¢IQ pX OX J &5g g W� E� CIm 4 n 8 �yI� r•4 E L \\� \ .07 SEAL 40366 GINe�� 'ice . : ............ /grrr ELI Ji 10iix`` -- _ SHEET NUMBER 0 SC'" = 40' C2.0 5 J_ L7 Z L6 g U GAN � g O o 0 Z V z J do Z w F= a W D 19W LL V -- _ SHEET NUMBER 0 SC'" = 40' C2.0 5 1 2 t 3 r J D r r� / William & Sheila Smith. 0324 DeedPBook 9889 P096 IN: 55249832520000 1 zzw SII ICI I %111111 \ I I-vI 81 Al SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. Ip 5 A41blPa nMYE MCPFRIY a an ua s PA muxw .u� 9°w nuv,om`.wo usmm IMYd11C M COVM Ylf MPEIU. T6 CO%CD M NNGE M PNrt. YXIEE OIIPR'.III TRfRY fpl M MMllp. 1 q PROPOSED BUILDING FFE=717.25' IN% 64.00' of 36' RCP FES 2 INV: 688.647 I ' 1 l q, I I' iP I I1.'I 11 D 1 DRIVEWAY 5 �o I I /CFSTI CF STEEL, LLC I1 I MIDLAND, NC L I & A',ProPert'es LLC, C0034 Deed Book '11917, PINS 84 A3 66 Ades 0000 1 I s9 � O\ 1 ib N e d N EXISTING CONTOURS 7 >j6 William0575. rices 0364 Deed Book PIN: 55340702340000 I D iE I� '1 N Robe s. ' Joseph A.7 0092 o d Book 10735, Page N PIN. 55340885460000 N I � l 5" RC L & Jackie B E y J T-my0869. Po9e O,fvI ... I 1 Ped Book I PIN: 55341813790000 w C d �_\ 0 d d N c N 1 � 1. 9 � O U O& Jackie B 1 Jimmy L e 011979PIN: \ ee¢ Book 0376. 55340892520000 I B I MMI SEAL `. 40366 - 6�13%1� y Ow Z f -I O J m 0- 0 O Z z j � J F U Q z 0 U Fx wm ��0 a zz Q om w DUx JZ aN o J QLu d O W U C� W O Q ox O 1 U Ux � a'�wjA z m 1ti 0 li 0 o w ¢ o w Wx �iX Wx r ox ox mx a¢ �n¢ a W ` F— C W Is 0 E \ \ a tt w 0 I Y SEAL `. 40366 - 6�13%1� y Ow Z f -I z z J m 0- 0 O Z j � J F U Q z Z U Fx wm ��0 V zz Q om w DUx JZ aN o J QLu d O W C� W Q ox O 1 U Ux � a'�wjA z m 1ti 0 li 0 o w ¢ o w Wx �iX Wx rz OJ<N$ ox ox mx a¢ �n¢ W ` F— C W Is E \ \ SEAL `. 40366 - 6�13%1� y Z f -I J 0- 0 W z LL J Q Q lx � Z F ��0 V zz Q J 63 ('1 JZ z J QLu d O W C� I y U` LL Ew V � 1' _ _ SHEET NUMBER 0 2. wwwm%... SCALE V = 40' C3.0 5 aI IDI r� T Flo 0 rol 6 r 5 .42"W i C 2 3 4 \ a I L FITTINGS AS — -T IPL I u I �— REDUCE WATERLINE AS REO'D WATER OVER - SEWER pp / � t 4" SCH. 40 PVC SEWER / LATERAL AT 2% (MIN) SLOPE i N O L N - / - - I 1QI N tr �- 2" 5 "Sep" A• Page 0092 3ook 10735.460000 N: 553408&5 NEW 2" TAP. GC SHALL COORDINATE W/ CITY OF CONCORD PRIOR TO CONSTRUCTION 14 APPROXIMATE LOCATION OF v -EXISTING 8" WATERLINE L & JaJB EuQyr- _ - 2" TYPE K COPPER WATERLINE, COURDINAIE WITH CITY OF CONCORD `'n _ 4�•". �- I ` Book 0869, Page O 3' MIN COVER (TYP) ( I I ! IN: 55341813790000 iC A ProPertigPs LLC. C 1917, age 0034 w ,I.. l \ geed Book 0823660D00 PIN: 5 Alms / Jbo J ! / GC SHALL COORDINATE POWER SUPPLY WITH PROVIDER J• I�� / / (• 1 rr 1_ � lD •II r r 1 A , �� I •1/� � I !r ( / 141.11 9.Yy SO 18 37 � N z� 1 6 Y r FITTINGS AS REO'D 9 I i\ Ji my L & Jackie B 179 Book 0376, Page 0179PIN. b \\\ 55340892520000 I NOTE: PROPOSED SEPTIC DRAIN FIELD. COORDINATE TELCO W/ / OWNER & PROVIDER. DESIGN BY OTHERS. i I a (7 s.� 2p 52"E 146.332• - 6 5R _ I Deed William E. Pride, 0364 Book Page PIN: 55340704o7o 2340000 z o08 5 zam A F U z William &Sheila Smit04 Book 9889. Page32 r �x SPECIAL NOTE: GENERAL CONTRACTOR SHALL Poo Deed PIN: 55249832520000 Z v, -- 0 Ox Ua.N Ko 'e a 01' 57.4 alz w g a 805.973 .n- M ms oviwlxo w w w. nlwrwr ac wxwce w.o aw< wxw vw waemn a nwme ewwmwo. w waxww ru ovwox w, mmrmxr ww mrm wawm ` "�'"'m ae F – ---t___-77 0 I a a"�rm w w°1d�1N0iu w rrr"ilw mlexn¢ mwwm rai w www. g V FITTINGS AS — -T IPL I u I �— REDUCE WATERLINE AS REO'D WATER OVER - SEWER pp / � t 4" SCH. 40 PVC SEWER / LATERAL AT 2% (MIN) SLOPE i N O L N - / - - I 1QI N tr �- 2" 5 "Sep" A• Page 0092 3ook 10735.460000 N: 553408&5 NEW 2" TAP. GC SHALL COORDINATE W/ CITY OF CONCORD PRIOR TO CONSTRUCTION 14 APPROXIMATE LOCATION OF v -EXISTING 8" WATERLINE L & JaJB EuQyr- _ - 2" TYPE K COPPER WATERLINE, COURDINAIE WITH CITY OF CONCORD `'n _ 4�•". �- I ` Book 0869, Page O 3' MIN COVER (TYP) ( I I ! IN: 55341813790000 iC A ProPertigPs LLC. C 1917, age 0034 w ,I.. l \ geed Book 0823660D00 PIN: 5 Alms / Jbo J ! / GC SHALL COORDINATE POWER SUPPLY WITH PROVIDER J• I�� / / (• 1 rr 1_ � lD •II r r 1 A , �� I •1/� � I !r ( / 141.11 9.Yy SO 18 37 � N z� 1 6 Y r FITTINGS AS REO'D 9 I i\ Ji my L & Jackie B 179 Book 0376, Page 0179PIN. b \\\ 55340892520000 I NOTE: PROPOSED SEPTIC DRAIN FIELD. COORDINATE TELCO W/ / OWNER & PROVIDER. DESIGN BY OTHERS. i I a (7 I � I I I � I 1 A CF STEEL, LLC L MIDLAND, NO s.� 2p 52"E 146.332• - 6 5R _ ------------------ Deed William E. Pride, 0364 Book Page PIN: 55340704o7o 2340000 z o08 5 zam A F U z c- U �x SPECIAL NOTE: GENERAL CONTRACTOR SHALL Poo Z v, ADJUST ALL DIMENSIONS AND GRADES AS 0 Ox Ua.N Ko 'e a —1z REQUIRED TO MATCH EXISTING CONDITIONS. w g a F- .n- M ms oviwlxo w w w. nlwrwr ac wxwce w.o aw< wxw vw waemn a nwme ewwmwo. w waxww ru ovwox w, mmrmxr ww mrm wawm ` "�'"'m ae F � 0 N a a"�rm w w°1d�1N0iu w rrr"ilw mlexn¢ mwwm rai w www. g V Ox OxYxU Ox O I zU a 1 w 2 z m 3 rc I � I I I � I 1 A CF STEEL, LLC L MIDLAND, NO SEAL rc z z o08 5 zam r F U z c- U �x WpOi Poo Z v, Q� Om 0 Ox Ua.N Ko 'e a —1z z rc w g a F- .n- M co F � 0 N a 16 g V Ox OxYxU Ox O I zU a o w z m k rc ox A Ax g vix z a!k Y Nw zd N >} m c m n g 4 [— W $ O d a A rc a O ILLrc N 0 I Y N M Q N fO n Q SEAL rc z z o08 5 zam n F U z c- U �x WpOi Poo Z v, Q� Om O N Ox Ua.N Ko 'e a —1z z rc w g a F- .n- M co F � O N a 16 g V Ox OxYxU Ox O I zU ¢ o o w z m k No ox A Ax g vix z a!k Y Nw zd >} m c m n g 4 [— W $ d a A SEAL �-- SHEET NUMBER 0 SCALE 1" = 40' C4.0 4 5 J V Z o08 5 zam a DOa w Poo Z J LU -1 O —1z z rc w g a F- W 0 co F � N 16 V �-- SHEET NUMBER 0 SCALE 1" = 40' C4.0 4 5 3 s U LAS ® William & Sheila Smith, STONE CHECK DAM, - io oo - - Cead Book 9889. Page 324 TYP. AS SHOWN �� - • PIN: 5..249832520000 - - - --� _- -r-1 A - STONE CHECK I TYP. AS SH I I Ill I CONCRETE WASHOUT AREA vlvi s Y2 T�- r.« 4 fF I. I:; _ . LL ( (Q`t1 r SILT FENCE, TYP. AS SHOWN. REF. DETAIL-\ II R STONE REF. SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. XSRVYER Cf 9M1%E Y9 LW+. +mWl ME FFCPFR!/ 6 [W.Y�a1EW2w9W P1 MiNVWE N1 IXPMl1 LM'. STAM M' M0 01,1A 25FMd Es 6%FD yIX'LL+MpIE M PMf�. YXY"+FS�OMYMffi ARD � p W011XC. RAATUS➢ A 1 I SILT FENCE, TYP. AS SHOWN. REF. DETAIL 2 LIMITS OF/ ,p +h +7+ +h 4 r) COIR MESH BAFFLES, TYP. AS SHOWN I� r, l I r 1.5` SKIMMER W 1.2" LIMITS OF +p DIA. ORIFICE, REF. DETAIL CONSTRUCTION e. EMERGENCY - I I 'SPILLWAY SILT FENCE, Tl'P. AS � 1 SHOWN. REF. DETAIL I SKIMMER APRON, REF 1 'z TEMPORARY CONSTRUCTION APRON DETAIL FOR RED'S TPNA CHECKSHOWN ` 1 ENTRANCE -- - 0 � 1 - WE ! wo wo i _ Mo� OO` o Roberts, 1 Joseph A. 009 eed`•Book 10735, page 55340885460000 p N ^O N 1 � 7 1 �--� r;iTts SLOPE MATTING SHOWN SHADED % �I- 11 _ i" / 10 I I] SILT FENCE, TYP. AS - - - - - SHOWN. REF. DETAIL I 5" RC11 +m APRON A-1 •' ;"es °9 rL & Jackie B E4y, Y Page 0 1 TEMPORARY DIVERSION DITCH, DD2. - I IN� 55341813790000 A_�LINE WITH STRAW W/ NET IMMEDIATELY AFTER INSTALLATION1 & A properties LLC, �' \\ \ Q t/J 1911, Page 0034 w DeedP Noa543 Acres 0090 ' I a I o g SEDIMENT TRA//P ST -1, T NOf\ ~� ' DIM:7 CF TOT 3840 CF TOTAL VOLUME ®WEIR 2400 SF SA 0 WEIR BOTTOM ELEV: 687.0' - _ 9 SKIMMER ELEV: 689.0' M SPILLWAY ELEV: 689.5'f TOP OF DAM ELEV: 691.0' 7 c1116137 SKIMMER APRON, REF �. APRON DETAIL FOR REO'S 41. ,o,7,. 1.5" SKIMMER W/ 1.3" Cll"I DIA. ORIFICE, REF. DETAIL QQ1 COIR !� I TYP. ASSSHOWN BAFFLES, (O� ' DIVERSION DITCH, DDI. \66 QOLINE N, LINE NTH STRAW W/ NET IMMEDIATELY AFTER INSTALLATION \ QQ PROPOSED SEPTIC DRAIN FIELD. DESIGN BY OTHERS. "� i William E. Price, 0364 Deed Book 0575, Page PIN: 55340702340000 2 so FA L & Jackie B EudY, 0..,.e 0179PIN: I II I I 0 1' 2' SCALE 1"= 40' 5 B 01 CF STEEL, LLC L MIDLAND, NC O 2 3 NARRATIVE: MAINTENANCE PLAN: Z Temporary Sediment Fence The proposed project Is for the construction of a new manufacturing facility with The following maintenance piIn shall be followed until the site is completely stabilized efts struction. During Limits Of Construction o00 supporting infrastructure. This project is located of Old Camden Road In Midland, construction the Contractor hall be responsible for inspection and maintenance of all erosion an iment control =ern ► Caborrus County, NC. Total disturbed area for this project Is 5.09 acres. The scope structires. *5' Rip Rap/ Stone of work includes Installation of erosion control measures, clearing, grading, driveway/ Q Slope Matting parking construction, site utilities, and building erection. 1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any damageif� C Z erosion control measures. All NPDES rules shall apply. UX Q. 2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at CONSTRUCTION SEQUENCE: least once every week. Any needed repairs shall be made immediately so that all erasion control measures are maintained a 1. Obtain plan approval and permits pr or to beginning work. No work shallbeg4L prior as designed. n W to receiving 404 wetlands permit. Alternate, temporary driveway may be used. Contact engineer prior to construe on of temporary driveway. The_�ediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir O w j elevation. �rashe ono shall be cleaned or replaced when the sediment pool no longer drains properly. 16 97 °i 3. Flag the work limits to prevent u ecassare clearing. 3. Hold pre -construction meeting at/least one week prior to starting construction. 4. All seeded areas wll fertilized, reseeded as necessary, and mulched In accordance with the seeding specifications in UXd. OF Notify NCDEQ 48 hours prior to eating. order to maintain a dense vegetative co �', D 4. Install temporary construction entrance. D Y 5. Sediment deposits shall be removed from sediment fence after-ear,�i event or sediment fence should be replaced. SEDIMENT TRAP 5T-2, 5. Clear enough ore station to Inst II eri meter erosion measures 9 9 P 6. Install silt fence and atone outl ts. ,storm The must be removed when deposits reach a rax. half the height of the An sediment deposits Y P PP 9 Uerciec,_ Y n e osi s remainin in P 9 DIM: 22'x70'x2' 7. Construct ST -1 and S. Sed me traps shall be stabilized immediately after lace after the sediment fence is removed shall be dressed p to conform to the existing �jrede,yrepared and seeded. 2464 CF TOTAL VOLUME WEIR _u _ construction. Construct all re ining perimeter erosion control measures.Inspect 6. check dams and channels for damage after each s 9 h form event. Remove sediment accumulated behlRd-the dams 0 1540 SF SA ®WEIR nX S. Install Culvert. Bypass um i needed. YP pump ded as needed to prevent damage to channel vegetation. Add atones to dams as needed to maintain design n hei ht and cross 9 9 9 9 BOTTOM ELEV: 694.0' a1Q 9. Stabilize construction slopes immediately after construction. D Y section. SKIMMER ELEV: 696.0' 10. Clear and rub remaining emainin sit as required. 9 9 9 SPILLWAY ELEV: 696.5' d c 11. Clear and rub areaas re fired. 9 7. Temporary erosion and sedimentation control measures shall remain In place until the site has been stabilized and a TOP OF DAM ELEV: 898.0' 01 12. Grade and fill areas to pro sed grades shown. Contractor shall not disturb more representative of the NO DEQ Mooresville Regional Office Land Quality Section has approved their removal. --- 0 area than necessary. Install slope matting as shown on plans. Seed slopes in - - - accordance with seeding detail. B.ite borrow and waste required for this project must come from a site with an approved erosion control plan, a - 40 I 13. Install storm drain and ri noa tuns. qq P it regulated under the Act of 1971 or a landfill regulated b the Division of Solid Waste Management. 9Y 9 o- 14. Install inlet protection as re uired immediatel f ructi P J q Y a ter storm const on. 15. Provide ground over on gcposed slopes as indicated on the Soil Stabilization Table tion ris from demolition activities or generated b an activities on alis must be disposed of at f 9 Y Y P a facility regulated Y � shown on the details sh is following completion of any phase of grading. ision of Solid Waste Management or per Division of Solid Waste Management or Diyision of Water Resg}nrces- 1 18. Perform finish grading. regulations. - r a 17. Remove all temporary erosion and sediment control structures after vegetation is established on all distu+Fbed areas and fallowing NCDEQ approval. LAS ® William & Sheila Smith, STONE CHECK DAM, - io oo - - Cead Book 9889. Page 324 TYP. AS SHOWN �� - • PIN: 5..249832520000 - - - --� _- -r-1 A - STONE CHECK I TYP. AS SH I I Ill I CONCRETE WASHOUT AREA vlvi s Y2 T�- r.« 4 fF I. I:; _ . LL ( (Q`t1 r SILT FENCE, TYP. AS SHOWN. REF. DETAIL-\ II R STONE REF. SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. XSRVYER Cf 9M1%E Y9 LW+. +mWl ME FFCPFR!/ 6 [W.Y�a1EW2w9W P1 MiNVWE N1 IXPMl1 LM'. STAM M' M0 01,1A 25FMd Es 6%FD yIX'LL+MpIE M PMf�. YXY"+FS�OMYMffi ARD � p W011XC. RAATUS➢ A 1 I SILT FENCE, TYP. AS SHOWN. REF. DETAIL 2 LIMITS OF/ ,p +h +7+ +h 4 r) COIR MESH BAFFLES, TYP. AS SHOWN I� r, l I r 1.5` SKIMMER W 1.2" LIMITS OF +p DIA. ORIFICE, REF. DETAIL CONSTRUCTION e. EMERGENCY - I I 'SPILLWAY SILT FENCE, Tl'P. AS � 1 SHOWN. REF. DETAIL I SKIMMER APRON, REF 1 'z TEMPORARY CONSTRUCTION APRON DETAIL FOR RED'S TPNA CHECKSHOWN ` 1 ENTRANCE -- - 0 � 1 - WE ! wo wo i _ Mo� OO` o Roberts, 1 Joseph A. 009 eed`•Book 10735, page 55340885460000 p N ^O N 1 � 7 1 �--� r;iTts SLOPE MATTING SHOWN SHADED % �I- 11 _ i" / 10 I I] SILT FENCE, TYP. AS - - - - - SHOWN. REF. DETAIL I 5" RC11 +m APRON A-1 •' ;"es °9 rL & Jackie B E4y, Y Page 0 1 TEMPORARY DIVERSION DITCH, DD2. - I IN� 55341813790000 A_�LINE WITH STRAW W/ NET IMMEDIATELY AFTER INSTALLATION1 & A properties LLC, �' \\ \ Q t/J 1911, Page 0034 w DeedP Noa543 Acres 0090 ' I a I o g SEDIMENT TRA//P ST -1, T NOf\ ~� ' DIM:7 CF TOT 3840 CF TOTAL VOLUME ®WEIR 2400 SF SA 0 WEIR BOTTOM ELEV: 687.0' - _ 9 SKIMMER ELEV: 689.0' M SPILLWAY ELEV: 689.5'f TOP OF DAM ELEV: 691.0' 7 c1116137 SKIMMER APRON, REF �. APRON DETAIL FOR REO'S 41. ,o,7,. 1.5" SKIMMER W/ 1.3" Cll"I DIA. ORIFICE, REF. DETAIL QQ1 COIR !� I TYP. ASSSHOWN BAFFLES, (O� ' DIVERSION DITCH, DDI. \66 QOLINE N, LINE NTH STRAW W/ NET IMMEDIATELY AFTER INSTALLATION \ QQ PROPOSED SEPTIC DRAIN FIELD. DESIGN BY OTHERS. "� i William E. Price, 0364 Deed Book 0575, Page PIN: 55340702340000 2 so FA L & Jackie B EudY, 0..,.e 0179PIN: I II I I 0 1' 2' SCALE 1"= 40' 5 B 01 CF STEEL, LLC L MIDLAND, NC O LEGEND w Temporary Sediment Trap Z Z Temporary Sediment Fence a? Limits Of Construction o00 ri Temporary Inlet Protection =ern ► Stone Check Dam z U *5' Rip Rap/ Stone U Q Slope Matting ¢� O C Z LAS ® William & Sheila Smith, STONE CHECK DAM, - io oo - - Cead Book 9889. Page 324 TYP. AS SHOWN �� - • PIN: 5..249832520000 - - - --� _- -r-1 A - STONE CHECK I TYP. AS SH I I Ill I CONCRETE WASHOUT AREA vlvi s Y2 T�- r.« 4 fF I. I:; _ . LL ( (Q`t1 r SILT FENCE, TYP. AS SHOWN. REF. DETAIL-\ II R STONE REF. SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. XSRVYER Cf 9M1%E Y9 LW+. +mWl ME FFCPFR!/ 6 [W.Y�a1EW2w9W P1 MiNVWE N1 IXPMl1 LM'. STAM M' M0 01,1A 25FMd Es 6%FD yIX'LL+MpIE M PMf�. YXY"+FS�OMYMffi ARD � p W011XC. RAATUS➢ A 1 I SILT FENCE, TYP. AS SHOWN. REF. DETAIL 2 LIMITS OF/ ,p +h +7+ +h 4 r) COIR MESH BAFFLES, TYP. AS SHOWN I� r, l I r 1.5` SKIMMER W 1.2" LIMITS OF +p DIA. ORIFICE, REF. DETAIL CONSTRUCTION e. EMERGENCY - I I 'SPILLWAY SILT FENCE, Tl'P. AS � 1 SHOWN. REF. DETAIL I SKIMMER APRON, REF 1 'z TEMPORARY CONSTRUCTION APRON DETAIL FOR RED'S TPNA CHECKSHOWN ` 1 ENTRANCE -- - 0 � 1 - WE ! wo wo i _ Mo� OO` o Roberts, 1 Joseph A. 009 eed`•Book 10735, page 55340885460000 p N ^O N 1 � 7 1 �--� r;iTts SLOPE MATTING SHOWN SHADED % �I- 11 _ i" / 10 I I] SILT FENCE, TYP. AS - - - - - SHOWN. REF. DETAIL I 5" RC11 +m APRON A-1 •' ;"es °9 rL & Jackie B E4y, Y Page 0 1 TEMPORARY DIVERSION DITCH, DD2. - I IN� 55341813790000 A_�LINE WITH STRAW W/ NET IMMEDIATELY AFTER INSTALLATION1 & A properties LLC, �' \\ \ Q t/J 1911, Page 0034 w DeedP Noa543 Acres 0090 ' I a I o g SEDIMENT TRA//P ST -1, T NOf\ ~� ' DIM:7 CF TOT 3840 CF TOTAL VOLUME ®WEIR 2400 SF SA 0 WEIR BOTTOM ELEV: 687.0' - _ 9 SKIMMER ELEV: 689.0' M SPILLWAY ELEV: 689.5'f TOP OF DAM ELEV: 691.0' 7 c1116137 SKIMMER APRON, REF �. APRON DETAIL FOR REO'S 41. ,o,7,. 1.5" SKIMMER W/ 1.3" Cll"I DIA. ORIFICE, REF. DETAIL QQ1 COIR !� I TYP. ASSSHOWN BAFFLES, (O� ' DIVERSION DITCH, DDI. \66 QOLINE N, LINE NTH STRAW W/ NET IMMEDIATELY AFTER INSTALLATION \ QQ PROPOSED SEPTIC DRAIN FIELD. DESIGN BY OTHERS. "� i William E. Price, 0364 Deed Book 0575, Page PIN: 55340702340000 2 so FA L & Jackie B EudY, 0..,.e 0179PIN: I II I I 0 1' 2' SCALE 1"= 40' 5 B 01 CF STEEL, LLC L MIDLAND, NC SEAL ` - '"lllllELlll Y O w Z Z m j a? Q o00 0 =ern F U z U U c U �x Fx arm ¢� O OX¢0 Z De 0 UX Q. a 0 W a Of w � n W ro _0 O w j Z X 16 97 °i U V UXd. OF ' W 4aw1 a U W LL 0 Z m cs 0X 20X Ur/�� NI/1 nX OX Q. a1Q 6 � LL: e @.$g m W d c LL 01 � 0 8 y m rn o- N n a a m I p O w Z o F� U a_ O K Z O W a SEAL ` - '"lllllELlll Y O w Z Z m j a? Q o00 0 =ern F U z U U c U �x Fx arm ¢� O OX¢0 Z De W UX Q. a 0 W a Of w � n W ro _0 p c w j Z X 16 97 °i U V UXd. OF ' W 4aw1 a U W LL 0 Z m cs 0X 20X Ur/�� NI/1 nX OX Q. a1Q 6 � LL: e @.$g m W d c LL 01 � W 8 y A SEAL ` - '"lllllELlll Y =Z d Q a a? o00 0 =ern U Z 0 N 0 g0Z Z V _-i 0 J co 0 W a Of LLI W U _0 H 16 to 16 V OF SHEET NUMBER C5.0 m ME ®■ "m 1 2 3 4 5 t � t h 1 ) Sheila Smith, William Pa9e 0324 �~ Deed Book 9889. PIN: 55249832520000 _ - - 2 N84' 01' S7 h2"E - 40 5 60 0 oasePh A. Robpageerls, as 10735, 0 I 605.973'. _ __ _- — : 53 ig oo e 5 e � j1 N' O � � 1 _� _ � 1� i I I / 4 O O ` !�� 1 � 5 -- ' Pc al it i J00.000---�-'\"y\ L 8: Jackie 9e 04+ Book 0889, �7 01 57.42' W I \ Deed 5 1813 �00 e B o ertles LLC, '`4 Il, IN �� i 5 34 7g PIN: Pr 917 P 0 P 55 'A08236ti0000 03 0 \ 4 � 1 �+rx _ XBB 51 I 4e'43 Acres ' � 1 1 �1 11 W i r _ r w , s O L g Jackie B E0d9y, .n 1 - - _-_ in Ji Dry 0376. 9e 017 Book Pa .o R 55340892520000 i �. ! �1 - 1 I -- -- i 578, 29` .I m E. Price. TREES RED MAPLE (RM) SPECIAL NOTE: GENERAL CONTRACTOR SHALL ADJUST ALL DIMENSIONS AND GRADES AS REQUIRED TO MATCH EXISTING CONDITIONS. ,xa oelNxc s M 1xsmmNwr rc saxc Nm swLL mNx rE rNwanv ar uwvw e,umsn w anew ui Draw ux. mMmsrc Mo onn usvnm eolN wWeeN nE rmmm� nrsro. ,�u orlwrw� ,m ea weNam m CpRY M NqF tll IML YWES OIIENtE WT9FU N Y101W 1 u IN CF STEEL, LLC MIDLAND, NC WII la Page 0364 Book J Deed 02340000 PIN: 553407401 z a Z I LL - LANDSCAPE NOTES SEEDING CALLSE "O% 1. LANDSCAPE WORK SHALL INCLUDE ALL WORK INDICATED ON LANDSCAPE PLAN, INCLUDING TREES, SHRUBS, AND GROUNDCOVERS. INCLUDE 1. CONTRACTORCTORSPECIFICATIONS SHALL SEED ALL DISTURBED AREAS INCLUDING PLANTING STRIP BETWEEN SIDEWALK AND CURB AT ROADS WITH REBEL It OR FALCON FESCUE GRASS MINIMUM PURITY, 85% MINIMUM GERMINATION). SEED SHALL BE FREE OF NOXIOUS WEED SEEDS. RECOMMENDED DATES FOR r 2. ALL PLANTS SHALL BE DENSE, UNIFORM AND FREE OF INSECTS AND DISEASE. PLANT SELECTIONS SHALL NOT LOOSE OPEN (98% ' - PLANTS OR OTHER "NATIVE" MATERIAL GATHERED FROM WOODLAND CONDITIONS. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM SEEDING FESCUE SHALL BE BETWEEN AUGUST 15 THROUGH OCTOBER 31 AND BETWEEN FEBRUARY 15 AND APRIL 15. RYE GRAIN SHOULD BE ADDED IF --�� S IN AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMAN, INC. WASHINGTON, D.C. PLANTED BETWEEN NOVEMBER I AND FEBRUARY 14 ATA RATE OF 0.07 LBSJ 1000 S.F. MILLET OR SUDAN GRASS SHOULD BE ADDED TO THE MIXTURE IF N76' 27 2052E ��'' ^ - (LATESTRDS LATHE SEEDED BETWEEN APRIL 16 AND AUGUST 14. RYE GRAIN, MILLET. AND SUDAN GRASS SHALL BE CONSIDERED TO BE TEMPORARY COVER AND SHALL BE -- 1L 332 - 3. ALL PLANTS SHALL BE FERRDZED WITH A SLOW RELEASE TYPE FERTILIZER (MAG -AMP OR AGRIFORM PLANTING TABLETS) AT RATES RESEEDED DURING THE NEXT SEASON WITH PERMANENT INSTALLATION OF FESCUE GRASS. ADD CROWN VETCH WHERE INDICATED FOR BANK AT NORTH �~ _ RECOMMENDED BY THE MANUFACTURER. INCORPORATE INTO THE SOIL MIXTURE AT TIME OF INSTALLATION. EDGE OF SITE. - / 4. ALL TREES SHALL BE STAKED PER STAKING DETAIL. 2. LIME SHALL BE APPLIED TO ALL AREAS ATA RATE OF 90 LBS./ 1000 S.F. FERTILIZER SHALL BE SCOTTS PROTURF (20-26-6) AT 8 LBS./ 1000 S.F. OR 0 5.TOPSOIL SHALL BE USED FOR BACKFILLING ALL PLANT PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF 3 PARTS STA -GREEN (18-24-10) AT 6 LBSJ 1000 S.F. OR COUNTRY CLUB TURF PRODUCTS(13-25-12)ATB LBSJ 1000 S.F. MIX THOROUGHLY THE LIME AND FERTILIZER 0. GARDEN SOIL, 376 PART PEAT MOSS, % PART MANURE OR BONE MEAL, AND ONE POUND LIME PER CUBIC FOOT. INTO THE ENTIRE ROOT ZONE TO A DEPTH OF 6"-8". F 6. MULCH ALL AREAS UNDER AND AROUND ALL PLANTS AND ALL OTHER AREAS INDICATED TO PLANT WITH A 3" LAYER OF CLEAN MULCH 3. REMOVE STONES AND FOREIGN MATERIAL OVER ONE (1) INCH IN ANY DIMENSION FROM LAWN PRIOR TO SEEDING. SURFACE SHALL BE FINE GRADED TO N WITHIN 2 DAYS AFTER PLANTS ARE INSTALLED. WITHIN TWO-TENTHS (2) OF GRADES INDICATED AND UNIFORMLY GRADED TO A FINE TEXTURE. LL TLOCATIONS FOR PROPOSED PLANT BEDS, TREES AND SHRUBS MAY BE ESTABLISHED USING SCALED DIMENSIONS TAKEN FROM WALKS, 4. SEED SHALL BEAPPLIEDAT5TO 7 LBS./1000S.F. WHEAT STRAW OR OAT STRAW MULCH SHALLBE APPLIED ATA RATE OF 3 BALES/ 1000 S.F. ANASPHALT V DRIVES, BUILDINGS, ETC. AS REFERENCES. EMULSION SHALL BE USED TO "TACK" THE MULCH AT A RATE OF 5 GAL11000 S.F. n S. LANDSCAPE CONTRACTOR SHALL LOCATE ALL UPRIOR TO PLANT INSTALLATION AND SHALL RESPONSIBLE FOR REPAIR OF 5. CONTRACTOR SHALL WATER AND MAINTAIN SEEDED AREAS UNTIL A VIGOROUS HEALTHY AND UNIFORM STAND OF TURF IS ESTABLISHED. MAINTENANCE DAMAGES CREATED BY LANDSCAPE OPERATIONS.. DAMAGED UTLIRES SHALL BE REPAIRED BY APPROPRIATE LICENSED CONTRACTOR AND SHALL INCLUDE WEED AND PEST CONTROL, FERTILIZATION, RESEEDING, WATERING, MOWING, AND EROSION REPAIR. CONTRACTOR SHALL USE A HEAVY CHARGES PAID LANDSCAPE CONTRACTOR. ASPHALT TACK OR JUTE MESH AT DITCHES WHICH ARE SUBJECT TO HEAVY WATER FLOW. CONTRACTOR SHALL MOW TURF TO A HEIGHT OF 2 W'� WITH X 9. PLANTS ARE SHOO WN AT APPROXIMATELY 2/3 TO MATURE SIZE FOR GRAPHIC PURPOSES AND DO NOT INDICATE SIZE OF PLANT AT TIME ROTARY TYPE MOWER UNTIL FINAL ACCEPTANCE. 0- OF INSTALLATION. 6. THE ARCHITECT SHALL BE THE SOLE JUDGE AS TO WHETHER OR NOT THE LAWNS ARE ACCEPTABLE. AN ACCEPTABLE STAND SHALL BE DEFINED AS U x 10 -ANY DISCREPANCIES BETWEEN PLANT ANOR BETWEEN THE PLAN AND PLANT LIST SHALL BE BROUGHT THE ATTENTION OF HAVING 96% COVERAGE WITH NO BARE SPOTS GREATER THAN TWO SQUARE FEET. I o M PL THE LANDSCAPE ARCHITECT PRIOR TO PLANTING.ING. FOR PRICING PURPOSES, THE CONTRACTOR SHALL UTILIZE QUANTITIES LISTED ON THE 0 m PLANT LIST. 111 LL 11. ALL PLANTS SHALL GUARANTEED TO BEHEALTHY CONDITION FOR TWO YEARS AFTER ACCEPTANCE OF ALL PLANTING. Oy 12R CONTRACTOR SHALL SUBMIT WRITTEN INSTRUCTIONS FOR WATERING FREQUENCY INCLUDING AMOUNTS, FERTILIZATION, PRUNING & I SP SPRAYING TO OWNER AFTER PROJECT COMPLETION AND NOTIFY THE OWNER IN WRITING IF WATERING TECHNIQUES OR MAINTENANCE � m PROCEDURES INSUFFICIENT DURING FIRST YEAR'S GROWTH.. CONTRACTOR SHALL WATER PLANTS THOROUGHLY WHEN PLANTED AND AS '.."Cel. I As SM. I 10.12'M time Nplendng REQUIRED UNTIL FINAL ACCEPTANCE OF PROJECT. O x 13.SEE SHEETS C-3 AND C-4 FOR LOCATION OF GRADES, UTILITIES, AND OTHER SITE FEATURES. ~z 14.10RE BASKETS AND STRAPPING MUST BE CUT AWAY AND REMOVED FROM TOP 2/3 AND SIDES OF ROOT BALL PRIOR TO BACKFIWNG Wx 0 x ox PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL. In a. a¢ 15.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND a N ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/ PLANTING MIX STANDARDS FOR a¢ e �a TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE) I 16.LARGE MATURING TREES MUST BE MINIMUM 25 TO 30 FEET FROM OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT ? W WITH POWER LINES OR SIGNS, CALL ARCHITECT TO RESOLVE BEFORE PLANTING. g -� 17.ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES WHERE POSSIBLE. PLANT 15'-20' OFF SEWER AND STORM L DRAINAGE LINES; 10'-15' OFF GAS, WATER, TELEPHONE AND ELECTRICAL LINES - _---� m 18. SEQUENCE LANDSCAPING SUCH THAT PLANTS AND LAWN ARE INSTALLED AFTER EXTERIOR WORK ON BUILDING HAS STABILIZED BUT 5 SHALL OCCUR AT LEAST TWO MONTHS PRIOR TO SUBSTANTIAL COMPLETION.- 11 2 $ 19. GC SHALL INSTALL STRAW AT 2' WIDTH ALONG BUILDING EXTERIOR AFTER BRICK CLEANING TO PROTECT NEW WALL SURFACE FROM MUD -�-- STAINS. d SCALE 1" = 40' F 2 3 4 5 u IN CF STEEL, LLC MIDLAND, NC SNEET NUMBER C.6.0 J rc z z a Z J LL o d "O% � CD r F ¢ Q J=o z wN d S X W q Q JOSZ o ¢ 1 o Ox 0 Ko UU 0. N Ux F aN v` N LL V n n X 0- Z U U U x o M J y 0 m 111 LL Oy � Qp Z N m k y O p O x mX ~z Z Wx 0 x ox 7x hx In a. a¢ o a N n a¢ e �a og m z E ? W f a QA[ L u m 5 W $ 0 d F 0 0 y 0 I K N M Q N 1a 1� Q SNEET NUMBER C.6.0 J rc z z a Z J LL o d "O% � CD r F ¢ Q J=o z wN d S X W q Q JOSZ o ¢ 1 o Ox Ko UU 0. N Ux F aN v` N LL V n n X 0- Z U U x o M J y 0 m 111 LL Oy � Qp Z N m k y O p aX x mX ~z Z Wx 0 x ox 7x hx In a. a¢ m¢ a S j�6 e �a z E ? W f a QA[ L u m 5 W $ 0 d F SNEET NUMBER C.6.0 J a Z J LL O d "O% QW CD Q UP Z J=o d S ZZ Q JOSZ meg& g D UU F g N LL V SNEET NUMBER C.6.0 Im IC 1 3/16" CONTRACTION JOINT DETAIL: JOINT BY SOFTCUT METHOD. EASE EDGES OF JOINT CONTRACTION CRACK 4000 PSI ® 28 DAYS W/ 6x6x6 WWF OR FIBERMESH SUBGRADE COMPACTED TO 100% STANDARD PROCTOR. m :/ 2 3 NOTE: INSTALL IN SIMILAR FASHION BENEATH SIDEWALKS CONCRETE PAVING SLAB ON GRADE PVC SLEEVE DETAIL NO SCALE NO SCALE 6% 100% STANDARD PIPE 1'-0" 0 1'-0" TOP 6 100% STANDARD w rc MIN. PROCTOR COMPACTED SLOPE OR MIN. yl BACKFILL IN SHORING PER B rc �\6. 95% SIANDARD� ��• OSHA LAYERS," COMPACTED 6KFALL IN " PROCTOR /� _ PROCTOR SLOPE OR SHORING PER OSHA z TOP OF ROCK V M j N � r 2 ?0.67 STONE ? PIPE O.D. BELOW PIPE (MIN. 6' CLFAN BACKFILL AND MIN. OF 6" (NO MATERIAL OVER TOP OF PIPE LARGER THAN 27 I 2" MIN. HAND EXCAVATION s IA NOTES 1. FOR USE WITH ALL DIP, RCP AND VCP UNLESS CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ARE PRESENT. 2. HAND EXCAVATE TO CONFORM TO PIPE BARREL 3. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE. 4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE, IF USED, APPROX. 18' ABOVE TOP OF PIPE. 5. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE. 6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 7. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED GRADE OF BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE. "TYPE I" BEDDING DETAIL NO SCALE II 2 "TYPE III" NOTES: 1. FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE AND WHEN CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ARE PRESENT, REGARDLESS OF PIPE MATERIAL. 2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE. 3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6' LAYERS AND THOROUGHLY COMPACTED INTO PLACE. 4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFlLLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 5. ALL MATERIAL SHALL HAVE AN IN PUCE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE. "TYPE III" BEDDING DETAIL NO SCALE PLUG 4 2" TYPE 5-9.58 WEARING SURFACE 3" TYPE 119.06 r 8" TYPE 'A' ABC COMPACTED SUBGRADE, ,J 98% STANDARD PROCTOR ASPHALT PAVING" HEAVY DUTY NO SCALE TOP 6" - 100% STANDARD PROCTOR SLOPE OR SHORING PER OSHA COMPACTED BACKFILL -IN 6" LAYERS, 95% STANDARD PROCTOR. CLEAN BACKFILL (NO MATERIAL LARGER THAN 2') AGGREGATE NO. 67 BEDDING -7 PIPE O.D. BELOW PIPE (MIN. 6') AND UP TO PIPE MIDPOINT MIN. I NOTES: 1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDIITONS OF POOR OR SATURATED SOIL OR ROCK ARE PRESENT. 2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE. 3. BACKFILUNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS WD. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6' LAYERS AND THOROUGHLY COMPACTED INTO PLACE. 4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95X AT GREATER THAN 6" BELOW GRADE. "TYPE II" BEDDING DETAIL NO SCALE 4 5 2" TYPE 5-9.513 WEARING SURFACE r 8" TYPE 'A' ABC COMPACTED SUBGRADE, 98% STANDARD PROCTOR 5 0 �I AI CF STEEL, LLC `MIDLAND, NC F OW J z w 2 n O IaL D z r R U z W m U �x X o N 1 ¢n O OX ao ❑N 0 OX ary -0 ❑ w a p 1 ti 3 x E 0 i m 0 O W J N LL O a z m k No tt z 0 z N.� o o sz 3 c "{ ai ui d d R w C W 0 � Y d O k �p p, E N u Z4 w a 0 0 E rc N O Y E F OW J z i 2 n O IaL D z T R U z W m U �x X o N 1 ¢n O OX ao ❑N 41 OX ary -0 ❑ w a p 1 ti 3 x E O i m 0 O W J N LL O z m k No E z 0 z N.� o o sz 3 c "{ ai ui d d R C W � a d k E N u Z4 F J V Q Z IaL J W o '1 W U F- 2 0 Z Z Lu -1 �g -0 ❑ w a W ❑ ulI- to V SHEET NUMBER CD -1 six IA 1 Typical Filler CUI Edge Maximum 1 1.8" to 2.9" SIOI 1 O.C. E.W. Curb -Ramp 0.4" SECTION CUT EDGE PLAN VIEW Detectable Twncatad Dome Speulfications: • Bottom diameter of O.9 in. • Top diameter of 0.4 in. • Height of 0.21n. • Center -to -center spacing of 1.6 in to 2.4 in. • Visual Contrast. • Detectable warning surface shall Extend from edge to edge of walkway entering the crosswalk, at street level. TRUNCATED DOME DETAIL 2 ONE OUT OF EVERY S%b) AWEEMBIE SPACES, BUT NOT LESS MILANANE IS AIRED TO BE VAN ACCESSIBLE PARKING SPACE PAVEMENT MARKINGS O VAN R]• -B° PARKING MUTW ACCESbIBLE 12 %b' R]_-1 RIwLID Ivor MUICD RESERVED R7 -S[ PARKING PAli[No[R Ivor MUTM ® lYM6' REWIRED ACCESSIBLE MAXIMUM tYW R RESERVED PARKING SGT PENALTY $ 250 PENAL M PENALTY E 250 12•x9• 1 1-12'7 HANDICAP SIGNAGE REQUIREMENTS NO SCALE ALTERNATE RAMP VIEWS VAN ACCESSIBLE IU -U RESERVED 11U -UI PARKING D T A HANDICAPPED C ONLY HANDICAP SIGNAGE REQUIREMENTS NO SCALE ALTERNATE RAMP VIEWS B=DISTANCE FROM FRONT EDGE OF SIOEWPLK To BACK POINT OF 12:11,33%) SLOPE. BACR OF SIDEWMl MOP REWIRED FORA- SlUENALYSLOPE, "BAC( OF SLOE WALK DROP REWIRED FOR SIDEWALKSLOPESAM. �IDENAD�,PB,D, P R A e �T V11FLem 311IP Q.(M) /\ oaw II nmp��G f oAaaw l �I.Ocul 12, MAX, RAMP T " \ SECTION B -B a ID tffuaa P ateDNRRIER � Do.� NOTES: 1. ALL RAMPS SHALL BE 6" THICK MINIMUM. 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. 3. ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED ATALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1. 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE JANUARY 26,1992. 4. WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. WHEELCHAIR RAMPS SHALL BE LOCATED AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN THE RAMPS. DUAL RAMPS SHOULD BE PLACED AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. 5. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1'/1'(12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET. 6. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 48- (4') OR GREATER FOR DUAL RAMPS AND 60" (5'4") OR GREATER FOR DIAGONAL RAMPS. 7. A 1/2- EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB. 8. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE ESTABLISHED BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 13) 9. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES. DIAGONAL RAMPS WITH FLARED SIDES SHALL BE PLACED SO 24.OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. 10. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. 11. STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. 12. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. 13. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND ANY APPLICABLE VDOT OR LOCAL CODES. 14. ALL WHEELCHAIR RAMPS SHALL HAVE TRUNCATED DOMES IN ACCORDANCE WITH DETAIL 02.05.04. HANDICAP RAMP DETAILS NO SCALE 1 2 GLLVANQEO POLE D NWOT U CHANNEL vEMENT 3 [my SECTION L.. SEE SM. lU-U 5'-0" IU -U TABU£ 6 DIMENSIONS 11U -UI 1/; D T A 1 8 C E L IWr. tY 2-1/C 4 2'- i-1- 2•-0- W -C AO IS 2-1/4" 6' 4 Y-0' B'-1" ]SDIB' ¢^ 2-1/2" 9' m0 -10" T -O" 6'-1" 11W 2V 3' IT 2'-9- 4•-P B -r 1720 30- 3_1/2" I• -C 1•-8' V-0' W -Y 2353TV 4" Er 10P Ev 1V B=DISTANCE FROM FRONT EDGE OF SIOEWPLK To BACK POINT OF 12:11,33%) SLOPE. BACR OF SIDEWMl MOP REWIRED FORA- SlUENALYSLOPE, "BAC( OF SLOE WALK DROP REWIRED FOR SIDEWALKSLOPESAM. �IDENAD�,PB,D, P R A e �T V11FLem 311IP Q.(M) /\ oaw II nmp��G f oAaaw l �I.Ocul 12, MAX, RAMP T " \ SECTION B -B a ID tffuaa P ateDNRRIER � Do.� NOTES: 1. ALL RAMPS SHALL BE 6" THICK MINIMUM. 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. 3. ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED ATALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1. 1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE JANUARY 26,1992. 4. WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. WHEELCHAIR RAMPS SHALL BE LOCATED AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN THE RAMPS. DUAL RAMPS SHOULD BE PLACED AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. 5. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1'/1'(12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET. 6. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 48- (4') OR GREATER FOR DUAL RAMPS AND 60" (5'4") OR GREATER FOR DIAGONAL RAMPS. 7. A 1/2- EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB. 8. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE ESTABLISHED BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 13) 9. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES. DIAGONAL RAMPS WITH FLARED SIDES SHALL BE PLACED SO 24.OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. 10. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. 11. STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. 12. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. 13. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND ANY APPLICABLE VDOT OR LOCAL CODES. 14. ALL WHEELCHAIR RAMPS SHALL HAVE TRUNCATED DOMES IN ACCORDANCE WITH DETAIL 02.05.04. HANDICAP RAMP DETAILS NO SCALE 1 2 GLLVANQEO POLE D NWOT U CHANNEL vEMENT 3 [my SECTION L.. SEE SM. O 10 �4- Try END VIEW 20.24 \.RIP RAP APRON, SEE EROSION SHEETS fl GENERAL NOTES: I. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 2 REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF UKE DIAMETER PER AASHTO M170. TABLE 2. WALL B. 3. ALL CONCRETE TO BE WW PAI WMPRESSW STRENGTH. 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. S PROVIDE GROOVE OR BELL JOINT AT WTI.ET END SECTION. 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT ON WAY. FLARED END SECTION DETAIL NO SCALE 5 18" DIA. CONCRETE COLLAR SIDEWALK/ PAVING SECTION OR EARTH THREADED BRASS CLEANOUT PLUG MARKED SANITARY CLEANOUT R� `LATERAL PIPE AS I EXPANSION CONTROL CONTROL CONTROL JOIN JOINTJOINT /--'JOINT 4" 2500 psi FORM PLATE-'EXPANSIO CONCRETE JOINT JOINT SECTION A -A 30' 101 1/2" I 5 1/2" 1/2' E JOINT `vLL I LL JOINT GENERAL NOTES: 1. SAW CUT 1" DEEP CONTROL JOINT @ 6-0'. ONE 114• EXPANSION JOINT WILL BE REQUIRED AT 20' INTERVALS. A IW EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUC'HIRE OR AS INDICATED ON SITE PLAN. KPANSION JOINT lU-U 5'-0" IU -U TABU£ 6 DIMENSIONS 11U -UI 1/; D T A 1 8 C E L IWr. tY 2-1/C 4 2'- i-1- 2•-0- W -C AO IS 2-1/4" 6' 4 Y-0' B'-1" ]SDIB' ¢^ 2-1/2" 9' m0 -10" T -O" 6'-1" 11W 2V 3' IT 2'-9- 4•-P B -r 1720 30- 3_1/2" I• -C 1•-8' V-0' W -Y 2353TV 4" i'-3• OL w -11•5320 D as 4Y 4-1/2' 1-r j2r-y3S-'w'-ID" -11' W -e- W-4- 5920 m X-0- 2•-r Y -O- e' -r 74" O B -1/r Y-3" '-1O'Y-e' a _a0m 6-a' 801060' e' T -e" 6 Ia a V es' a-1/2" S- '�-B'-8- � 8'-3' 125A1 ] 7- 3-0- '-B' W -O- W-3 13880 O 10 �4- Try END VIEW 20.24 \.RIP RAP APRON, SEE EROSION SHEETS fl GENERAL NOTES: I. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 2 REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF UKE DIAMETER PER AASHTO M170. TABLE 2. WALL B. 3. ALL CONCRETE TO BE WW PAI WMPRESSW STRENGTH. 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. S PROVIDE GROOVE OR BELL JOINT AT WTI.ET END SECTION. 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT ON WAY. FLARED END SECTION DETAIL NO SCALE 5 18" DIA. CONCRETE COLLAR SIDEWALK/ PAVING SECTION OR EARTH THREADED BRASS CLEANOUT PLUG MARKED SANITARY CLEANOUT R� `LATERAL PIPE AS I EXPANSION CONTROL CONTROL CONTROL JOIN JOINTJOINT /--'JOINT 4" 2500 psi FORM PLATE-'EXPANSIO CONCRETE JOINT JOINT SECTION A -A 30' 101 1/2" I 5 1/2" 1/2' E JOINT `vLL I LL JOINT GENERAL NOTES: 1. SAW CUT 1" DEEP CONTROL JOINT @ 6-0'. ONE 114• EXPANSION JOINT WILL BE REQUIRED AT 20' INTERVALS. A IW EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUC'HIRE OR AS INDICATED ON SITE PLAN. KPANSION JOINT lU-U 5'-0" IU -U 1U -U 11U -UI 1/; ar U, m ^ Q Z T••4w a� 3 m �o v 0 x 0X w• 4 •• N W ¢^ 0 OX m0 ❑N 41 UX PVC CLEANOUT DETAIL NO SCALE :UUKUIINA IL LUUA IIUN OF :LEANOUTS WITH OWNER ELBOW GENERAL NOTES: 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REWIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2- EXPANSION JOINT WILL BE REWIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE V THICK. 3. WIDTH OF SIDEWALK SHALL BE AS SHOWN ON CIVIL SITE DRAWINGS/ PLANS OR AS SPECIFIED IN THE CONTRACT DOCUMENTS. 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE WOO PSI. IN 28 DAYS. ' EXPANSION JOINT ow 1 /6„ Z U, m ^ Q Z T••4w a� �o v 0 x 0X w• 4 •• N W ¢^ 0 OX m0 ❑N 41 UX LLN W � F k'^ CIDLL 0 CIa x E T.i A fJ VGROOVE JOINT (TOOL JOINT) ACE OF CURB PLAN GENERAL NOTES: 1. A GROOVE JOINT 1" DEEP WITH 1/3- RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2- EXPANSION JOINT WILL BE REQUIRED AT 40' INTERVALS. A 1/2- EXPANSION JOINT WILL BE REWIRED WHERE THE SIDEWALK JOINS )h" EXPANSION JOINT. ANY RIGID STRUCTURE. SEAL TO MAKE WATER 2. ALL CONCRETE TO BE WOO P.S.I. COMPRESSIVE STRENGTH. TONT 'A' VARIES (4'-6" MIN.)' SEE NOTE BELOW 1 "y ROOVE JOINT (TOOL JT) 1/2 "A" 5' - Y vARIAB f1" SLOPE 1/4- PER FEET . PAVEMENT- •• A -IF "A' GREATER THAN 8' ADDITIONAL GRW\ B SHALL BE REQUIRED AT 1/2 'A' +/- 4- ASPHALT TWO 1/2' THICK PIECES SECTION A -A PATCH S -9.5A BITUMINOUS FIBER REWIRED IF SUBBASE IS CONCRETE. MUST BE SEALED WITH APPROVED JOINT SEALER. CONCRETE SIDEWALK DETAILS NO SCALE 3 � 4 TOOL JT. PROFILE GROOVE JOINT (TOOL JOINT) 1/8- RADIUS JOINT SEALER TO 1/4" J- • • 4 • I e JOINT FILLER 1/12 IANSVERSE EXPANSION EXPANSION JOINT IN SIDEWALK SIDEWALK G CI 01 AI CF STEEL, LLC L MIDLAND, NC SEAL 4036' EF EJs 11111111% L ow J Z U, m ^ Q Z 2 a� �o v 0 x 0X wm �ZZ N W ¢^ 0 OX m0 ❑N 41 UX LLN W � F k'^ CIDLL 0 CIa x E T.i O ' 6 Z - a OL w w g D as W LL O w Z m tip Zz O U 'm a _a0m a y ¢ 6 Ia a V w � C m C 0 W ) Y d E R `\\i a O 0 E 0 lC SEAL 4036' EF EJs 11111111% L ow J Z m ^ Q Z 2 a� �o v 0 x 0X wm �ZZ N W ¢^ O OX m0 ❑N 41 UX LLN W � F k'^ CIDLL CIa x E T.i O ' 6 Z - o.k OL w w g D as W LL O w Z m tip Zz O w'mh.o¢ 'm a _a0m a y ¢ 6 Ia a V � � C m C W W ) Y d E R `\\i SEAL 4036' EF EJs 11111111% L SHEET NUMBER C D-2 J V Z LES Z<m J �UMID 0 = ry F J �ZZ W J Z O O � 5� a W � F CIDLL T.i SHEET NUMBER C D-2 1 Is GRADE �e 05 WASHED STONE NOTE: MINIMUM H=2/3 U'� O FILTER FABRIC PIPE DIAMETER SECTION B—B 2 NalE4 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON PER RIPRAP APRON DATA BLOC( SHOMN BELOW. Z RIPRAP SHOULD EXTEND UP BOTH $TOES OF WE APRON AND AROUND TIE END OF TK HPE OR OULWRT AT TIE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TAO TIIRDS WE PIPE DIAMETER OR CULVERT HEIGHT. 3. THERE SHALL BE NO OVERFLOW FROM TIE END OF THE APRON TO TIE SURFACE OF TIE RECEIVING CHANNEL WE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDMOUT SO THAT WE INVERT OF WE APRON SHALL BE AT THE SAME GRADE (FWSH) NTH TIE SURFACE OF WE RECEIVING CHANNEL WE APRON SHALL HAVE A CUTOFF M TO: WALL AT THE MAINSTREAM END. 4. TIE NOW OF TIE END OF WE APRON SHALL BE EQUAL TO TIE BOTTOM NOW OF TIE RECOWNG CHANNEL. MANMUM TAPER TO RECEMNG CHANNM 5:1 5. ALL SUBORME FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 6. TWE PLAGNG OF FILL, EITIER LOUSE OR COMPACTED IN TIE RECEIVING CHANNEL SHALL NOT BE ALLOMED. 7. NO BENDS OR CURVES IN TIE HOR ATAL ALIGNMENT OF WE APRON MALL BE PERMITTED. APRON DESIGNATION PIPE DIAMETER d50 RIPRAP STONE SIZE Do L W t Al 36" 7.2" 9.0' 20' 23.0' 16.2" SKIMMER 4" 2.4" 1.0' 6' 6.3' 5.4" Uo= imaln or Apron at Outlet Or ripe (JXUIO) RIP RAP APRON DETAIL NO SCALE GENERAL NOTES: 1. DRIVE 5' STEEL POST AT LEAST 24" INTO SOLID GROUND. USE STAPLES V APART HORIZONTALLY 2. AND VERTICALLY TO ATTACH THE COIR MESH FABRIC TO THE WIRE FENCE. 3. SPACE THE BAFFLES ACCORDING TO THE APPROVED PLAN. 4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED. 5. INSPECT BAFFLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. REPAIR IMMEDIATELY. Owy .I: lii�eio�3�i EAR /)1 4 BERM 4'-0' MAX. WWNG X/ 5 BTEEL. POST FLOW T X V WENCH BACKIFTU AND COMPACT FIRM FARCE AND FABRIC BURIED IN WOExO SEDIMENT TRAP BAFFLES NO SCALE BEADING ROP USE FOR NE %\ j 11 57 STONE PIPE SIZE T 12' tY >36' 8' TI /\\ VALUES / FOR HDPE, USE WE LEVER ACTpiFAS \ SPEGFlCAUI N BE AIJ Ci HOPE SHALL NOT - - AY. WITHIN I WE STREET RIGHT-OF-WAY. /\ NOTES: 0(/\1 A MINIMUM OF 12' FROM OUTSIDE DIAMETER OF HPE TO SIDE OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL BA XFUUG OF WENCHES SHALL BE ACCOMPUSHED IMMEDIATELY AFTER INE THE PIPE IS WD. WE FILL AROUND WE PIPE SHALL BE PLACED IN UYEtS NOT TO EXCEED 6'. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RX IN UN - BACKFILLED WENCHES AFTER WE PIPE HAS BEEN PLACED. COMPACTION A REQUIREMENTS SHALL BE ATTAINED BY WE USE OF MECHANICAL TAMPS ONLY. EACH ANO EVERY LAYER O BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE ALL BACKELL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF IBM TO A DEPTH 12' BELOW WE FINISHED GRADE OF WE BACKFILL MATERIAL, AND 95% AT DEPTHS GREATER THAN 12' BELOW MADE. MAINTAIN A MINIMUM OF 2 FEET OF COVER QUER PIPE STORM DRAIN PIPE BEDDING DETAIL NO SCALE 4 L] FORM SAUCER WIT 3" CONTINUOUS RU SPECIFIED PLANTIP MIX. WATER & TAA TO REMOVE AIR POCKETS NOTE: SHRUB PLANTING REQUIREMENTS NO SCALE STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 3" MULCH 2 X BALL DIA. 3 4 2"X2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES MULT—STEM TREE PLANTING NO SCALE 4 SEEDING MIXTURE RATE (Ib/acre) Species 200 (4-5/1,000R2) Toll Fescue NURSE PLANTS Between May 1 and Aug. 15, add 10 /b/acre Sudangross or 10 /b/acre Germon millet. Prior to May i or after Aug. 15 add 40 /b/acro rye (groin). SEEDING DATES Best: August 25 - October Possible: February - April 15 Avoid seeding from Nov. to Jan. if seeding must be done at this time, add 4016/acre rye grain and use a channel lining that oNers maximum protection. SOIL AMENDMENTS Apply lime and fertilizer according to soil tests, or apply 4,000 /b/acre ground agricultural limestone and 1,000 /b/acre 10-10-10 ferh7lzer. Operate h7loge equipment across the waterway. MULCH Use Ate, excelsior matting, or other effective channel lining material to cover the bottom of channels and ditches, and staple securely. The lining should extend above the highest calculated depth of flow. On channel side slopes above this hol,ght, and in drainages not requiring temporary linings, oPP/y 4,000 /b/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 clog drainage devices. MAINTENANCE Inspect and repair mulch frequently. Refortiize in late winter of the following year,• use soil tests or apply 150 Ib/ape 10—I0-10. Mow regularly to o height of 2-4 Inches. Rehr to Appendix 8.02 for botanical names. GRASS LINED DITCH SPECIFICATIONS NO SCALE WIRE & HOSE (OPTIONAL) 4" MULCH EXTENDING OVER BERM z M tV BREAK SL W/A PICK COMPACTED TOPSOIL MIN PRUNE 1/5 OF LEAF AREA BUT RETAIN NATURAL FORM. SPRAY W/ANTI-DESICCANT ACCORDING TO MFR'S INSTRUCTIONS IF FOLIAGE IS PRESENT. GROUND LINE TO BE SAME AS AT THE NURSERY. EARTH SAUCER W/ 4" - 7" HIGH BERM. BACKFILL W/TOPSOIL AND PEATMOSS MIX IN 9" LAYERS WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. SINGLE -STEM TREE PLANTING NO SCALE SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW)ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. NC DEQ SOIL STABILIZATION TIMEFRAMES NO SCALE 4 5 1^1,i Q;l1vA9M31LC67 SEEDING MIXTURE RATE (Ib/acre) Rye (grain) 120 Annual lespedeza (Kobe th P/edrout and Coastal plain, Korean M Mountains 50 Omit annual lespedeza when duration of temporary cover is not to extend beyond June. SEEDING DATES Mountains - Above 2500 feet: Feb. 15 - May 15 Below 25W feet: Feb. i - May 1 P/edment - Jon. 1 - May I5 Coastal Plon - Dec. I - Apr 15 SOIL AMENDMENTS Follow recommendations of sod ground agriculturmtests /p=y 21000-0 0b-/10ace izer. MULCH Apply 4,000 /b/acre straw. Anchor straw by tacking with asphalt. netting, or a mulch anchoring tool. A disc with blades set nearly straight can be used as a mulch anchoiug tool. MAINTENANCE Refertdize if growth Is not fully adequate. Reseed, reArtllize and mulch immediately following erosion or other damage. SUMMER SEEDING MIXTURE RATE (Ib/acre) German Millet 40 In the Piedmont and Mountains,a small — stemmed Sudongross may be substituted at a rate of 50 /b/ acre. SEEDING DATES Mountales — May 15 — Aug. 15 Ploomort — May i — Aug. 15 Coastal Flan — Apr. 15 — Aug 15 SOIL AMENDMENTS Follow recommendot/ons of sod tests or apply 2,000 Ib/ acre ground agrloultura/ dmestena and ]50 /b/ oars f0-10-10 hrtilizer. MULCH Apply 4,000 lb/oare straw Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disc with blades set nearly straight can be used as a mulch anchoring tool. MAINTENANCE Refertilize /f growth Js not hilly adequate. Reseed, refartilize and mulch Immediately fallowing erosion or other damage. FALL SEEDING MIXTURE RATE (Ib/acre) Rye (Grain) 120 SEEDING DATES Mountains — Aug. 15 — Dec. 15 Coastal Plan A Piedmont — Aug. 15 — Dec. JO SOIL AMENDMENTS Follow soil tests or apply $000 /b/ acre ground ogrkulfural Ikmestene and I, 000 /b/ acre 10-10-10 fertilizer. MULCH Apply 4,000 Ib/aoe stow Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disc with blades set nearly, straight con be used as a mulch anchoring tool. MAINTENANCE Repair and refortfi&e damaged areas immediately. Toptlress with 50 lb/acre of nitrogen In March. If R Is necessary to extend temporary corer beyond June /5, overseed with 50 Ib/acre Kobe (Piedmont and Coastal Pick) or Korean (Mountains) lespedeza in Februay, or early Mach. TEMPORARY SEEDING SPECIFICATION SEEDING MIXTURE RATE (Ib/acre) Tall Fescue 100 Sericen Lespedezo 30 Kobe Lespedeza t0 SEEDING NOTES In Eastern Piedmont, add 25 Ib/acre Pensacola Bahiagross or 10 Ib/acre common Bermudagrass. Use common Sermudagrass only where is is unlikely to become a pest. After Aug. 15 use unscorified sericea seed. Where a neat appearance is deaired, Omit sericea and substitute 40 Ib/acre Bahiogruss or 15 Ib/acre Bemnudagrass. To extend spring seeding dates Into June, add 15 Ib/acre hulled Bermudogross. However, after mid -Apr. it is preferable to seed temporary cover. NURSE PLANTS Between May 1 and Aug. 15, add 10 /b/acre German millet or 15 Ib/acre Sudengross. Prior to May i or after Aug. 15 add 40 /b/acre rye (grain). SEEDING DATES Best Possible Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25 Late Winter. Feb. 15 - Mw. 21 Feb. 1 - Apt 15 Fall is best for tall fescue and late winter for lespedezos. Omrseeding of Kobe /espedezo over foil -seeded toll fescue is wry effective. SOIL AMENDMENTS Apply lime and fertdlza according to soil tests, or apply 4,000 Ib/acre ground agricultural limestone and 1,000 ib/acre 10-10-10 fertilizer. MULCH Apply 4,000 /b/acre grain straw or equiw/ent cover of another suitable mulch. Anchor straw by tacking with asphalt, netting, or roNng or by crimping with o mulch anchoring tool. A disc with blades set nearly straight can by used as a mulch anchoring tool. Netting is the preferred anchoring method on steep slopes. MAINTENANCE Referh7lze in the second year unless growth is fully adequate. May be mowed once or twice o year, but mowing is not necessary. Reseed, fertilize, and mulch damaged areas immediately. Reference: Table 6. Ilk from NC Erosion and Sediment Control Planning and Design Manual, 1988 PERMANENT SEEDING SPECIFICATION NO SCALE C its 1G\ OF STEEL, LLC L MIDLAND, NO T7FO o z z O F U 0 z U zXm Z X QUX w m z N su N LLci7i n Q O Wo 0 w O 1 Z= LL Ub - J" a m r O W Z z W J Q Z O O V On in ~ z D� ❑ 0 6 6 5N¢ tit W�m _ V <¢ Nd O C G. 4 Q CU m rc W Cp[ y 0 rc n aR � � I e O z g O_ CT w � U U z w O 3 w N w K Y _ N n v w m r Q E C m ON o z z O F U 0 z U zXm Z X QUX w m z N su N LLci7i n Q O Wo 0 w O 1 Z= LL Ub - J" a m r O W Z z W J Q Z O O V On in ~ z D� ❑ p¢ 6 6 5N¢ tit W�m _ V <¢ Nd O C TIappy f 4 Q CU m W Cp[ 0 Z SEAL 40366 EL JC it/nul11T SHEET NUMBER CD -3 Z O Wo 2 F Z z W J Z O 3X a W ❑ F W LL V SHEET NUMBER CD -3 ■1m ICI in im 1 12 NA. LINE POST I- 1_6" -I CHAIN LINK FENCE REQUIREMENTS NO SCALE 2 3 1/4' TURN FULL PORT BRONZE BALL SHUT OFF VALVE p1 SEE NOTE 5 SEE NOTE 4� MUK VALVE M1 v CHECK VALVE a2 1/4' TURN FULL PORT BRONZE BALL SHUT OFF VALVE a2 SEE NOTE 5 SEE NDTE 4 TEST COCK al SEE NOTE 6. 12' MM. 30' MAX DRAM PERT FLOW — GROUND �— SUPPORT AND PAD TO BE SEE NOTE 4 DESIGNED BY DVNER SEE NNE 4 AS REQUIRED RIGID PIPE MATERIAL RIGID PIPE MATERIAL 5 FT. PAST THIS AS SPECIFIED BY CITY OF CONCORD BEND. SEE NOTE 4. STANDARD SPECIFICATIONS. SEE NOTE 4. 1. REDUCED PRESSURE ASEMBUM (RP) MUST CONFORM TO 2. CA 4-IINCHCTHICK CONCRETECORD InPAD SHALL BE PROMOED. SUPPORT PEDESTAL(S) SHALL BE PROVIDED AS NEEDED. SUPPORT PEDESEML(S) SHALL NOT BLOCK REUEF VALVE OR DRPJN PORT. 3. PROTEC ENCLOSURE SHALL CONFORM WITH ASSE1060 AND SHALL BE IN ACCORDANCE CRY OF CONCORD SPECIFICATIONS, ORDINANCE, AND BACKROW MANUAL 4. RIGID PIPE AND FITTINGS SHALL BE 3/4" M 2' BRASS. K -COPPER, OR GALVANIZED PIPE 5. THE CITY OF CONCORD APPROVED 3/4" TO 2' RP INCLUDES SHUT OFF VALVES M1 AND #2. AS PARE OF THE ASSEMBLY. HIS SUB6TINTIONS SHALL E PERMITTED. 6. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE /1 AND IS PART OF THE APPROVED ASSEMBLY. ZONING 6DBASNPRQPERIY � wauo LINE LINE — pomrc Iciv 3 rc PUDUC G WATER m MAN TYPICAL LOCATION REQUIREMENT N.T.S. SANY S TA R UNDER) AWINIJR (OVER) SANITARY SEWER — WATER _ _ MA N s SEE WATER NOTE MAIN – –T1 SANITARY SEWER SANITARY MIN V SEWER — 1-—-1-1 SANITARY SE o E NOTppE SEWER (OVER) WATER MNINN� SANITARY EWER Y NOTE: WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER BUT WITH LESS THAN. 24" CLEARANCE, OR WHEN THE SANITARY SEWER IS ABOVE ME WATER MAIN, BOTH ME WATER MAIN AND THE SANITARY SEWER ONE SHALL BE CONSTRUCTED OF DUCTILE IRC PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL. DISTANCE, MEASURES AT RIGHT ANGLES TO ME SEWER. OF 10 FEET ON EACH SDE OF THE CROSSING. 4 - — 3 1- 4 (M E ear STANDAR)) YALW BOX IN RWTM 3'-0" MIN. COVER BEIM) f NOTE 4 Iu I I 1 % III NOTE 6 NOTE 3 - 5 +— NOTE B NOTE 7 \III NOTE 9 s INCHES xw. \ \–NOTE 10 SEE iNOTE- 5 – FRBNCS AS REQUIRED WATER MAIN J CITY APPROVAL HDPE SDR,9- 20OPSI SERVICE SIDE VIEW WRH TRACING WARE NOT TO SCALE GENERAL NOTES: 1. THE 2 -INCH WATER SERVICE SHALL BE INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO BE MADE TO AN EXISTING WATER MAIN. ALL OTHER PROPOSED CONNECTIONS SHALL BE MADE BY A NORM CAROLINA REGISTERED AND LICENSED CONTRACTOR UNDER THE SUPERVISION OF AUTHORIZED CITY OF CONCORD STAFF. 2 -INCH TAPPING SADDLE: 2 -INCH TAPPING SADDLES SHALL BE BRASS MANUFACTURED BY FORD "S-70", MUELLER "H-134-20", OR EQUAL. 6 -INCH TO 12 -INCH TAPPING SADDLE SHALL BE DOUBLE STRAP, STAINLESS STEEL, EPDXY OR NYLON COATED; OR SOLID BRASS MANUFACTURED BY SMITH BLAIR "317" OR ROMAC "20214". CORPORATION STOPS SHALL BE HIGH PRESSURE RATED AT 150 PSI BRASS COMPRESSION FITTING TYPE WITH STANDARD THREADS FOR INSERTION IWO THE TAPPING SADDLE AND WITH SERVICE PIPE CONNECTION INCLUDING COUPLING AND GASKET. CORPORATION. STOPS MANUFACTURED BY MUELLER "H-25008" OR A FORD EQUIVALENT. 2. 2 -INCH DIAMETER BRASS PIPE OR WTM CITY APPROVAL HOPE SDR#9 20OPSI RATED WITH TRACING WIRE AND WITH EITHER "FRALEN" ELECTROFUSION COUPLING FlTTINGS "2"IPS-SDRM9" OR 2"IPSX2"IPS BRASS WITH PROTECTIVE SLEEVES BY "INDEPENDENT PIPE PRODUCTS" AND 2" BRONZE 90 -DEGREE ELBOWS, AS APPLICABLE. 3. GATE VALVE SHALL BE 2 -INCH EPDXY COATED CAST IRON RESILIENT WEDGE UP TO PIP CONNECTION MANUFACTURE AMERICIAN FLOW CONTROL MODEL "304SS" OR MUELLER EQUIVALENT. 4. STANDARD VALVE BOX PROTECTION (WITH 2'-0" X 2'-0" CONCRETE PROTECTOR RING, CAST IRON N ACCORDANCE WITH THE WATER & SEWER AUTHORITY OF CABARRUS COUNTY (WSACC) TECHNICAL STANDARDS MANUAL AND DETAILS 5. 4 TO 6 -INCHES OF WASHED STONE IN METER BOX BASE AND FOOTINGS. 6. 2 -INCH BRASS METER VALVE FLANGE MANUFACTURED BY FORD "BFA13-777W" OR EQUAL. 7. RADIO READ METER ASSEMBLY INSTALLED BY THE CIN OF CONCORD. ALL APPURTENANCES FOR THE INSTALLATION OF THE WATER METER; THE METER, BRASS GROUND LOCKABLE METER CUTOFF, GASKETS. AND EXPANSION CONNECTION; SHALL BE INSTALLED BY THE CITY OF CONCORD 8. METER BOX SHALL BE MID STATE PLASTICS OR EQUAL BOX MSBCF-1730-18XL AND LID MSCBS-1730-RTR. METER BOX RIM SHALL BE SET FLUSH WITH FINAL GRADE. METER BOX ASSEMBLY SHALL NOT BE LOCTED WITHIN A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE. 9. 12 -INCH BRASS NIPPLE PAST BOX 10. REQUIRED DACKFLOW PREVENTION ASSEMBLY IN ACCORDANCE WITH THE CITY OF CONCORD CROSS -CONNECTION CONTROL ORDINANCE. ZO.4MC S❑RiCN PROPERLY UNE AMAX EMKFLOW _ � PREVENTION ASSFMBLY rz MMR LOCATION PIT 3 APPROWD DRAWINGS — —PUBLIC I. MAN GENERAL LOCATION REQUIREMENT N.T.S. ARML METER LOCATION TO BE IN COMPUA10E WRH THE APPROVED DR4WINCS k CM OF CONCORD ORDIWWCF umSTANDARD emo) AwtTAeJarmn.. WATER METER DETAIL 2—INCH COMMERCIAL WATER SERVICE METER J W va . 9 ] OJ SV11AXIS PIPE & CONNECTION No. Dvle flWON m Dmxn By: CNetlWE By SVM PLK Appal B, MSH Date 103/061 Ext Td 1 SS BAND BRASS CM WI1H GLUED BI–THREAOFD COUPLINGS -- i/ SCN 40 PLUG AOAPTOR AS REQUIRED WYEI 4}4 xC —i NIPPLE WYE SCH 40 PVC AS REWIRED D1"'ON SCH 40 PVC 0 FLOW SEWER MAIN \\\\ DR 35 PVC MAIN SHOWN NOTES: 1. THE LATERAL SHALL BE A MINIMUM OF 5'-0" BELOW THE EDGE OF PAVEMENT, EXCEPT WHERE DEPTH OF SEWER MAIN ALL NOT PERMIT. 2. 4" SEWER LATERAL - MINIMUM GRADE 1.0% MullII II Ill TYPICAL SEWER LATERAL rc�om a�mmm aarywrtsglkfmmL.. 1 2/26/03 JEC REVISED MOM MACC Na Dote REVISION Dmvn By: CNew By: Approval By I Dnte 911 of JEC PLK MSH 10/07 I - - 5 IJ 1 ®1 CF STEEL, LLC MIDLAND, NO T7R- O J W va Z o2 4= m r O j z z n � F U U A F- �X Uo FF_ z Z X N o ¢n O OX .sga O o ❑N N OX F D_N H w 16 F r m oTwo ❑ K a d m W 15 m ❑ y LL 0 � , AD I N ❑ ❑ m z m O z NN Y 'y a ¢ m a � N M< vc Q of q❑ 8z C ami H � a C$ LL m c W t a i m w r v Lim 0 O a K h 0 N M V n m r¢ I \\\\ _ `SEAL 9�9'_ 40366 - ' F L�131/z S'.!YGINF:..� EL O J W va Z o2 4= m r O j z z n � F U U A F- �X Uo FF_ Z z Z X N o ¢n O OX .sga O o ❑N N OX F D_N w 16 F r m oTwo ❑ a d m W 15 m ❑ LL 0 � , AD I N ❑ ❑ m z m O z NN :D 'y a ¢ m a L vc L 8z C ami H � a C$ LL m c W t a i m v Lim I \\\\ _ `SEAL 9�9'_ 40366 - ' F L�131/z S'.!YGINF:..� EL SHEET NUMBER CD 4 J va 4= z LL J z < U D=N F- J 0 O FF_ Z z W v J -� Z o jr .sga W 0 F � w 16 V SHEET NUMBER CD 4 I If �B 1� 1 _ __ 1. Clact, grub. eaststip We. ceder the embaakauut of all vegembeas And ram mat Remoax all surface sal idesiving high ammmfs of mgauie decks sad etwi pile or dispose Of it propady Haul afl objecti0vable materiel eithe designated disposal area. Mee temponmy sediment canml measures below be. as wooded 2. Ensure IWt fill vmteaal fm We embaakmmt m flee of maw. woody vegereuon, organic malar, and atlas ab,...blc ma.I. Place We fill is tiftsmtro exceed9inches, andmachim <ampamit. Ov fdtthembanlmma 6 inches to allow for seviesvmd. 3. Shopethebasmtorhespsifieadimeasims. Presmtthaskimmivgdawke to. sealing into the mad by exsavaaWg a shallow pit wider rhe slimmer or prmidivg a low support ander the skimmer of slave or ttmbm. 4. place the barrel (rypicatly 4-isch Schedule 4e PVC pipe) m a flow, smooth Director. of imperious sal. Do not use Beer. meatal such as sand, critical, or coshed stow As backfill would the pyre. Place the fig rawnal mama the pipe spillway in 4 -web layers and compacta under and Around We pipe W at least the same demity as the adjacent emBauIIment. Care muss he taken um to raise We pipe from the firm Conrad with am foundation when c..Pach, ander the pipe haunches. Place a minim. depth a2 hex of cnmpacred backfill nun the pipe spolhvay before crossing it with cwsmrcfiau equipmm. In m case should the pope cmdmtbeissulodbycuttingameatduougb Wedama theembankment is compote - S. Assensble We skimmer following the mavuficnuers iasmetiom. or as designed. 6. Lay the m mtbeed skhnmes an the bend of the basin wild ahs, flexible paid at the cast of the barrel pope. Atuch the lmaible joint a de barrel pipe offipoaWoa the sksnsmn avn else excavated pilmmppan Besuremaaach a rope ro theskiwva aur avehor:t to We side ott6e balm. This will le used w pal the skimmer to else side f e mastmance. 7. Eazthen spillways-lu'lall the spillway in andiswbed soil m the weritz sarmlpasuble 1De shot'ment ofptavned elttawiam, grade. design uidW, and assmw a sad silt channel slopes are critical to the successful operawat of the spillway. The spillway should be tined with laminated plastic or iospezmmble w exatile fabric. The fabric roma w wide and long enoa.It ro cmrer the bosom and aides end eumd ova rhe top of We dem for m<hmicg m a coach. The adges may he secured wills 9 -inch staples m pits. The fabric must be long enough to extead down the slope and east auto stable ground. The aidke of du Aeric . be nue piece, nm joined m spliced; otherwise wear car get under w talent. Hflee Login of the Hhic is msnffinimt for the mere IengW of ale spalway multiple xxdms, sparring the complete width, may be used. The per aernot(s) should ovnkp the lou-er sazzzuaa) so thaw warn cmnm Bow another the Anne. S.. We upper edge and sides of dk fabric is A wench Ovid, staples or pass. (Adapted from "A MamW for Dasrgning, Insulting and Maintaining Skiwmer Seduced Basins." F 1dazy, 1999. T. W Fabciath & Sm). S. Wets-Dewhacge warerimo doe bmmw a.ce prevent erosmm Use unpmAryslopeow peon curl &a withnote( portionao Wvense custry Index wear m We uppn and afthe pool area ao ixvprme bash trap <ffiaemy (Refxmwsa RHrto(Tcat of Al.. OaratProtoriar) 9. Erosion mam7-Construct it. NrncMe ser then dce dourised azea is minimized. Divest surface, watm away Flom bare meas. Complese die embudowit before he arca is coined. Stabilize doe emergency spillway ambankmmt and all otbn disdrbed meas above the area at We lr wspal spillway waredowly ergs eonsnuction(References: So area Aairi/icanan). 10. lusaall porous baffles m speci ed in Pmence 6 65, Porous Bnjym. IL AOn all the sedimennpOxhicivg areas have beenpermaamdy stabiozed, reudova the cwmtur, and all the unable sediment. Societies the area to band with the Adjoining areas and stabilize property (References: Surface Sminlcanan}. SKIMMER CONSTRUCTION SPECIFICATIONS NO SCALE Impact skimmer sedided basins m least weekly and acnes each s,zificad (Oce -half inch or greater) ra,,fail a. and repro iwmediskly. Remove sediment and restore the baaiv to as migWai dimausions when sadimmt asamules, to we -half rhe height close first beffia. Pull the skiasmes to ova side sa that the sediment uodmeaW rt <av h euavaled. Excasak rhe sediment ham the entire basin. tot just moved else skimmer m the 5ru can. Make sure vegetation growing in the bosom of the basin does not hold down the skimmer Repair the battles if Wey are damaged. Re -anchor the Batt if water is 6nwalg W kuwali cemound Wen, If the skimmer is clogged with cash and Were is warn is the ba.ua, usually joking an the rape will make the skimmer bob up and down rob dislodge the debris And store flew. If this does nor .it pull the skimmer oser to the side of the burin and remosro the debns..Al. check th, miss inside the ,header to see if it is clogged; dso rmnve the debris. If tit sk,mmm arm m baud pipe w clogged the orifice cera be removed and We obsamctiou ctearW aviW a plmber's snake mby Asshiog sviW wecm. Be rare and replace the o,ifia before repsuccars We dowries. Check the Abric Ivied apihw, for damage and snake sus required re et. with fabric that spam We fall width of We spillway. Chook the ambavkmem. apiUw. and ante, for ermim damage and inspst the mbankmeat for pipiag and sediment. Make all sscessary repents isscedkmly Rima All cash and oWn debris from the skimmer and pool aveas- Frazivg wxaWer can result in we fasual W the burin. Some special "ecautivos AhonM be liken re the wuuar n presort dee skimmer hod plugging with ice SKIMMER MAINTENANCE SPECIFICATIONS NO SCALE Plan view , E flow afivcture �� ,Ari �.��t l• __ R lean dr..Icr7 , • I.; EmmgeizY pillwo lr Will W Arco • Areadwo.armesw•facem gulgrs MP of Mm'ptl i'doo, alwal. ..• Fmimnamor.e SEDIMENT TRAP LAYOUT DETAIL NO SCALE SPI RIP 2 1 3 FLOW 2 S " "__."D STONE t W 5 WASHED STONE PLAN B a -I aROW W (SPILLWA) SECTION A -A L = DISTANCE SO THAT EIBVABON OF DBWNSIREAM DAM SPILLWAY S EQUAL TO EIEVATKN OF UPSTREAM TOE OF DAM. L =1' MIN. BELOW LOWEST BANK LEVEL (MIN) RIPRAP FILTER FABRIC NOTES 1. RACE STONE ON FILTER FABRC TO UNES AND GRADES SHOWN ON PIANS. 2. KEEP CENTER SECTION I' MIN. BELOW NATURAL GROUND LEVEL AT CHANNEL MS. 3. DOW STONE AT LEAST IS BEYOND WON BANKS. 4. USE 2 TO 15' SPOl1E CLASS A OR B EROSION CONTROL STONE 5. KEY THE STOVE INTO THE DITCH BANKS A MINIMUM OF 18' TO AVOID WASHOUTS FROM OVERFLOWS. MAINTENANCE NOTES: 1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH ROWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL 3. 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 ROWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS- SECTION. STONE CHECK DAM NO SCALE 1 %" Fairdoth Skimmer Cut Sheet J. W. Faircloth & Son, Inc. www.FairclothSkimmer.com I'VeWith KDA Inlets Aluminum straps plln(1 \\`Aendin9lnlm oannecAon ' 2'pvcflmt 1R.z 1X°Stade SOLID pas, X. bene) or9rtrt ^�\, SUPPUEDBYUSERs r / Skimmer shown in NO. textambn lily HEADon Juatthebmrel center falatand ca ressen M the Tae car. 1X" ante ser rlampa Ph"Daeaand male fitting on Wllet and 1. Skimmer can be attachetl to a streight 4` sch 40 pipe through the dam but the pipe may need to be anchored to the bottom at the connection so it is sewn. Coupling can be removed and hose Reached to outlet using the intended 1'h" fitting. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom side with a lW threaded coupling or reducers; on a concrete structure With a hole or odfice at the bottom, use a steel plate with a hole cut in it and coupling Walked to R that will fit over the hole in the concrete and bofted to the structure with sealant; grout a 4" pvc pipe in a hole in the concrete to conned the skimmer. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel (solid, not foam core pipe) should be 1.4 Based the depth of water with a maximum length of 6' se the inlet can be pulled to the side for maintenance. Skimmer is made for small sediment "traps" with a maximum depth of 4'. 4. Inlet is 3" pipe between the straps with aluminum screen door for access W We 1%'inlet and orifice inside. 5. Capacity 1.728 cubic feet per day maximum with 1'A" talet and 1 W head. Inlet can be reduced by Installing a smaller odfice using the plug and water provided to adjust flow rete for the particular basin volume and drawdown time required. 6. Shipped assembled. User glues inlet extension and bawl, installs vent, cuts orifice in plug and attaches to outlet pipe or structure. Included flexible hose, rope, orifice cutter, etc. 1-5inchl TM 11-07 November 14, 2007 1.5aa FAIRCLOTH SKIMMER DETAIL NO SCALE flooding position 19-G. SILT we, - 4 - GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE, 4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE IS USED ADJACENT TO A CHANNEL, CREEK OR POND. 5. TURN SILT FENCE UP SLOPE AT ENDS. 6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE. GENERAL NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. SILT FENCE DETAIL NO SCALE CONSTRUCTON WEGFlCATONS 1. UNIFORMLY GRADE A SHALLOW IMPRESSION APPROACHING WE BASIN 2 DRIVE 5' STEEL POSTS 2 FEEL INTO WE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY ALONG THE LENGTH OF WE BASIN, A MAX. OF W MART. 3. ATTACH MIRE MEN HARDWARE CLOTH TO POSOZ. SECURING AT THE TOP, MIDDLE. AND BDT1011. PIACEING A Y FLM OF THE WRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4, PLACE CIFAN GRAVEL (NC DOT #5 OR W57 STORE) 011 A 21 SLOPE WITH A HEIGHT OF 16" ALONG WE UPSTREAM SIDE OF THE WRE AND SMOOTH TO AN EVEN GRADE 5. ONCE WE CONTRIBUTNG DRAINAGE AREA HAS BEEN STABLIM, REMOVE ACCUMULATED SEDIMENT AND ESTABUSH FINAL GRADING ELEVATORS. d. COMPACT WE AREA PROPERLY AND STABIUM IT WIN GROUNDODAER. MAINTENANCE NOTES: 1. INSPECT BASIN AT LEAST WEEKLY AND Al EACH SIGNIFICANT (5 INCH OR GREATER) RAINFALL EMNT. CLEAR ME MESH WRE OF ANY D®RIS OR OTHER Oflul TO PROMDE ADEQUATE FLOW FOR WBSEWENT RAINS TAKE CME NOT TO DAMAGE OR UNDERCUT WE WRE MESH WRING SEDIMENT REMOVAL REPT kCE STONE AS NEEDED. STONE OUTLET DETAIL NO SCALE STANDARD SILT FENCE AM Slaps surfine shell be smooth before If there is a berm m the tap of placement for proper soil contact slope, anchor upslope of the berm no.�P�s Min. 2" 51 I trim snarl _ :-.c Anchor in 6"x6"mm Trench per manufacturers M.y v oM staple m t2" intervals reconswedmwrM Min 6" overlap -- Staple ovmlaps max. 5'spacirg. Do not stretch blankets/meal tight -all. 9rirg matvial dawn to a level mea. tWturn the end under 4- and! staple at 12' the rolls to conform to dry irrmgularitiee intervals. Far slopes less than 3H�]V, rolls Lime, fertilize, and seed before installation. Planting maybe placed in harizanml strips. of shrubs, areas, etc. shouldaccur after installation. Nee 6ma 6.1111 MAINTFNANC 1. INSPECT ROLLED EROSION CONTROL PRODUCTS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT AND REPAIR IMMEDIATELY. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP. 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. TEMPORARY SLOPE MATTING DETAIL NO SCALE TEEL POST WAGE HARDWARE CLOTH MESH OPENINGS) 18" MIN. HUGHT SLOPE ANTjSH URA - 5 BERM �1-I IMIDTH AND DEPTH TO BE DESIGNED BY ENGINEER (1' MIN) (SEE CHANNEL TABLE BELOW) Trapezoidal I T I d b e z -section area(A)- top width (T) = b + 2dz Z = e d CHANNEL DATA BLOCK CHANNEL DESIGNATION b d T Z TEMPORARY LINER MTM. TEMPORARY DIVERSION: DD -1 1.0' 2.0' 13.0- 3 STRAW W NET TEMPORARY DIVERSION: DD -2 1.0' 1.0' 7.0' 3 STRAW W NET "STRAW WITH NEr TO BE NORTH AMERICAN GREEN S75 OR EQUAL (STAPLE PATTERN "A") MAINTENANCE NOTES: 1. INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE. EXISTING GROUND TEMPORARY DIVERSION DITCH NO SCALE SOIL STABILIZATION FABRIC UNDER COARSE AGGREGATE I1� V U Go n Lei NOTES: .. .. 1. A STABIUZED ENTRANCE PAD OF r-3" SIZE COARSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR ROWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. '~ S. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED. IT SHALL BE DONE IN AN AREA STABIUZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED. TEMPORARY CONSTRUCTION ENTRANCE NO SCALE 4 CF STEEL, LLC MIDLAND, NO SEAL F O w Z Z Q m n O Z D Z 6 F ¢ U x ce O Irl m U Z x 0 F¢n O OX mo W o ❑N m X dN of IL r W no o w s no CO h n O V l Z a 2 m m � S O tian ill W ¢ m y O m N ��ZZZ an O Z Ara in Po Nuri d¢ m< 83 Y zE nR €gal m W a Aa 1 V L D O a a h 0 N V m m r SEAL F O w Z Z Q m n O Z D Z _ F ¢ U x ce O Irl m U Z x 'p rima F¢n O OX mo W o ❑N m X dN of IL r W no o w s no O n O V l Z 2 m m � S O tian ill W ¢ m O m N ��ZZZ an O Z Ara in Po Nuri d¢ m< 83 zE nR €gal W a Aa 1 V L SEAL F V Q Z 1166 J _ < m g�� GFC3 _1 U Z Z --i W o 1 Z of IL W Cl f W LL V SHEET NUMBER CD -5