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c~er,~. woes: 1. OETBdTION BASIN ISSUBJECT TO AS-BUILT SURVEY /dJD ~ISPECTION. ANIf /1SPECT OF COI~TRUGTION TFIAT DOES NOT ~ \ \ ~ . Q AA'' Q~ 1__~Q ® ~ ~ ~ ~ 1~ ~•l , P'i,e ®718-Oi - f 8•W~~
~ ~ ~ ~ ` CONFORM TO PUW SFIALL BE REBUILT ~ R~AIR~ I1T CONiR/1Cf~t'S IXPBrSE ~ ~ ~ ~ \ t
~ _ . 2 81WN SW1LL BE USA AS A SEDIMB~IT TRAP DURING CONSTRUC110P1. BASIN SHAH BE CLEANS OF S~UN9~If,11t~ ~ \ ~ ~J ~ \ - r ~ ~ yr a V'v ~ - ~ V'V7~t/ ¦
. VEGETATION SHALL BE ESTA PRIOR TO USE AS A DETB~tt10N BASIN. _ f, , ~ 0718-O1- i 9-5141
~ 3. TF~ CONTRACTOR SH/1LI. I~71FY THE ENGIN~t IF DgSTING CONDRI~S 9JC~UWi~ED ~1 THE LLD ARE Dl tf _ ~ 1 ti, ~6 ~ ~ , o ~ \ ~ ~ ; ~ 4718-41- - ¦ 1 ~ 19 5286
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DET9dTiON BASIN OUi1.Ef STRUCTURE NOTES: \ ~ 4. RBNFORC~ CONGREIE PIPE (RCPJ ~U~.ET 8/1itRB. SfL4LL BE CLASS I~ RCP (ASTM G76). THE PEE JOIMS SHAIJ. BE u:° ~ ~ ~ ~ s ~ ~ , ti ~ A , s~ ' ~ t'! ~ ~ 4718-41-19-7392 ¦ ~ _
CONFlN~ O-tNNG RUBBHt GASKET JOINTS (ASTM G4~3 E~ /4STM 0.361 j. ~ ~ : l~~ ~ \ x ~ ~ sJ ' 1 4718-41-19-7097 ¦
S. THE MANHOLE OUTLET R6ER SHALL BE 5' NJ~E DUNAEtHt (ASTM C-478R AND MSHiO M-199 F~ EXiEND~ BASE : 6; fit; ~ } f \ \ ~ ~ 1 t ~ ` ~ ~ \ ~ ~ \1 ~ \ ~ ``ti 1
AAA?~10LES). THE MMI~IOLE JOINTS SHALL BE RU886t GASKET JO~ITS (ASTM C-443). MANHOLE JOINTS SHALL BE ' ~ 4718-01- i 9-9395 ¦
SECURELY MIdi01~ TOGETHER TO PREV~JT ~/1it11110N. ~ , 1 ~ ~ \ \ ~ ~ \ ti \ 1 1 ~ , , ~ ~ ~ ~ ~ ` ` ' 0718-01-29-2430 ~ ~ ~
6. OUTLET STRUCNRES SHALL BE PROVIDE WITH STEPS (NCDOT SID. 8 .66) SET 1' T ~i CB4TER. STNS SFIALL BE WSTiUL~ ~ ~ ~6~ • ~1 NrTHMOR /1~ EXTERI~t OF OUTLET STRUCTU~ IWO SHALL ALIGN WI1H TRASH RACK ACCESS GRATE. ~ ~ ~ . \ ~ ~ ti ~ ; ,h~ ` ~ ''~,.r,,~~\ ~ 4718-41- \ , \ ~ 29 9
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7. CONCRETE /?MI-FLOTATION FlLL LAYHt SHALL BE POt~ WITHIN 1F~ N~T~IOR OF EXIBJD~ BASE AND A77ACH~ i \ \ ~ ` ~ ~ RIS6t SECTIONS TO THE D~TH SPEf~R~ ON THE DETIJI. ~ ; ~ 1 ~ \ ~ ~ \ ~ & ALL POURS CONCRETE SHALL BE MII~MUM 3000 P~ (28-DAY STRBrG1H) l~1LESS OTHERWISE NO'I~. ~rn t , 1 \ ~ '1 ~ ~ , ~ ~ ` ' 1 1 \ ~ ~ , i t ~ 1 ~ ~ ~
{ , ~ \ ~ 1, t ~ : t. t ~ 1 ~ ~ i ~ ~ . `l ~ 4718-Oi - - 12
9. GEOTE)CIN.E FI18RIC FOR 71# OUTLET 6ARRB. JOIMS SFIALL BE AMOCO STYLE X553 POLYPROPTLB~IE NON-WOVBJ ` \ J~ 1'co \ ~ ~ > ~1:-.,.--' ~,~~4~ ~ i~j~~ , '1 ' 4718-41-28-1693
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JOIMS /?ND SECURE WRH VECONCREIE NABS. WOVBd FABRIC). FABRIC SHALL BE 1NRAPP~ 1WICE /1ROUND PIPE 1 I, % \ ~ ~ t 1 , ~ l ~ ~ , o, : 1 ! ~ , ~ ~ t E c, ~ t i i c\ 1 ~ ~
10. BASM DRAWOOWN IS YIA A 17' PLUG VAWE. THE VALVE SHAH BE A M6H STYLE 82D K~9~RRIC VALVE ~t l1PPROVED ` \ ~2 ~ ~ 11 ~ ! ~ 1 1 1 ~ ~ . l~1 \ I~ ~ ~ ¦ A S S Q C i A T E S
EQUAL. THIS V11lVE IS IN ACCORDANCE WITH A4VWA G504 SEC. SS. AND SHALL 8E OPERABLE FROM TOP OF OUTLET ~ ` ~ ~ ~yJ ~ \ t it 1{ 'i 'i } 't `i: s'1 \i 5 it 1 .F ~ `1 1 1 F'^~..,,` ~ , ~J~ 1 \ \ i'~l ` V t ,fit tl ,t. ~ `~y'.•t! L~1` j i
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~M SON. AND COMPAC710N SPEGflCTAT10NS: ~ ~ ~ ~ `y~J• ~ \ ~ ~ ~ ~ I i l . ~ ITE GEOTECHNICAL BVGIN~ SHALL APPROVE CONIROLL~ HLL FOR PLACEMR~IT WRHIN THE BHtM SECTION.THE ~ \ ~ t~ \ ~ \ ~ TECFI ICAL ENGMIffR SHALL ALSO SP~IFY THE METiiODS CHAT WLLL BE USA FOR PLACEM6dT OF FlLL ~ \ ' ~ \ \ ~ ~ v 1 :i V ~ ' ` ~ ~ ~ 'y , ~ ~ ~ \ 1 4' i t ` \ 'l i ~ t \ ~ \ 1 111 r t f~ ' ~ \ ~ ¦ P 91.490.444© ~ 9t9,490~953
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METHODS AID MAi6iL4LS.SHAII ~ C~CIIFY iIiATSUBGRADE a SUITABLE FOR BBtM ~t SPECIFY PIt~ARA710N \ ?90 ~ ~ ~ \ ~ \ ~ - ~ ~ ~ i {
12. CONTROLL~ FlLL SHALL BE CLEW, U+~PERMEABLE MATERIAL,U~ C~MlPACT~ TO AT LEASE 9S'~ STIWDARD PROCTOR ~ \ ~ \ ~ \ \ \ M/UOMUM DRY DENSRY AT OPTIMUM MOISTURE COMBdT 32 P9tC9~IT (ASTM D698j. NO BLASTED MATERWS SHALL BE ~ ~ \ \ ~ ~ ~ 1`, \ . I. ~ ~ 1 ! A , , ~ i ~'t \ 1 ~ ~ ~ i \ ~ i \ ti
- USA IN THE BERM CONSTRUC110N. SOILS THAT EXFNBIT SIGNIflCANf SHIa1~NCAl~. SWBIJNG. DaPEItSIVE ~ ~ \ \ \ \ 11 ~y ! k ~~y~ ~t i ~ ~ ~ ; •Z t ~ } i `'S ~ > > t ~ Y
j CHARACTH~.S71CS. OR ORGANIC CONTENT GREATHt THAN 5~ BY WEIGFR SHALL NOT BE USA. 1s ~ \ ' ~ \ \ ~ \ ` .S tl 1 \ \ ~ ` ` ~ ~ 1 fir, ~ ~t` ~ q ,
13. BORE PL.At~MB~1f OF CONiROLL~ F#.L FOR iF# BHtM SECItON. ALL tNVSURABLE EXISTING MA18tIA1. SH/1t1 BE 6' ` ~ \ ~ ~ . i , , ~ ~ , , ~-1 ~ ~4 ~ ~ i v A ~ '
REMOVED MID THE SUI~ACE PROP~Y PR~11RED ~2 HLi. PLACEMBJi. STS BIGCaBt'IHI~N 3' SHALL BE REMOVE \ \ ~ ~ ~ ~ L , l ~ \ \ A '~v i \ ` \ ~
FROM RLL. NO TRffS OR WOODY VEGETATION Of MIY TYPE MAY BE LOCXf~ IN OR ON THE 69tH SECTpW. ~ ~ ~ ~ i 1 ~ ~ \ ~ ` \ \ ~ ` i j 'S l t ~ i ' i i t , j ~ ~ ~ ~'t.~ti.~~~ v ~ ~ ¦
14. F~L PIACEM~iT SHALL NOT IXCE~ A MAXIMUM 6" L1Ff AND A AMXIMUM 9" l~f WIit~13 FffT OF TF~ B/dtRB. EACH \ ~ ~ ~ UFf SHALL BE CONTINUOUS Fat THE B~IfiRE LBVGTFI OF THE HNBANKMBrT.11l1. COMPACT10N BY HAi~ SH/1L1. BE ~ \ l\ -y_.~~ ~ . ~-1 ' t ~ • ~ ~ ~ V \ i 1 rte-` i 1 1 ~ v, A , ~ ~ ~ ~ t
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CONDUCTS ~I 5' LEIS. ~ \ e~»r REi . ` ~ 15. IN ALL FN.1.11REIS OF THE BBtN4 A SOM.S COMPACIION'IESTSHALL BECONDUCTS EACH 2500 SQUIJ~ ~T P6t \ ` ~ i N ~ ~ VERTIGAI FOOT OF flLL. flLL NOT MATING COMPACTION REQUIRElv~VTS SHALL BE REMOVE MID R~LAC~. ~A~ ~ ~ ~ i 1 ~i A
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C 16. A KEY TRBJCH SHALL BE PROVIDED ~1 ALL F~L AREAS. h~ tRBJCH WILL IXtEND A MgVIMUM Of 8 BgOW DOSTING ~ ~ . t ~ ~ ~ i I ~ 3 #j1 { , t ¦ ~ ~ ~ ~ ; ; 't
GRADE. SdLS AND COMPACTION FOR TFIE I~YY TREMCH SHALL MST ALL REQUIREMEMS FOR B6tM SEC110N (Sff NOTE ` ~ \ ~cQ \ ~ ~ , , ' ~ I I ~ I t. ~ ` l 1 ! ' ~j i I i t i \ { , ~l ~ { I ~ ~ j ~ i
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1. SOU. AMENDMB~ItS: APPLY IIAAE AND FERTILIZER ACC~tDRVG TO SON. TESTS. OR APPLY FOOD LB/ACI~ GROUND ~I ,I l ~ I j ~ 1 t 1 { ~i i ~ ~ f ~ E ~ I t ~ I 1 ~ YB.OCI'iY fl>I~IPATOR , ~ . I 1 ~ ~ ;
AGRICUUUR/LL UMESf01~ AND 1000 LB/ACRE 10-1410 FBtTILIZ6t. \ , ~ ' 1 , t t~ I i i ~ I ~ 4 i ~ t t cv} 1 I tVCDOT CU1SS `1 RN'RAP t ~ t 1 'i 1 e ~ ~ i t 1 t i ~ i f , 1 ~ ~ f yy s ` ' ~ i ~ i 1 { ~ ~ ~ ~ 1 ' 'i \,J i i ~ `...-1 f iS ~ 1~ ~ i i f t f i 9 1 1 I j ~ I { f l
2. MULCH: APPLY 1000 IBJAC STRAW. ANCHOR STRAW BY TACpNG WITH ASPHALT, NERING, OR A MULCH ANCHORING ~ ~ J I ~ I i j ~ { ,t ! I ~ r ' ' ~ 7 I 4 ; ~ ~ ~ ti , ~ 4 7 ~ It~t ~ 1 E 't I ~ ~ S ~ 1 ~ t t l ~ ~ i ~ i i r 1 i i ~ ~ ` ~ i ' s; I i ~ ~ 1 1 A ~ i \ ~ S I \ ~ t f r I I 1 f; 1~ i I i` 1 j ~ i 't 1 4 1 l t t
TOOL A DISK Wlf H BUD6S SEt NEARLY STRAIGHT CAN BE USA AS A MULCH ANCNOt~NG TOOL. i v ~ ~ ~ r i i 1 t 1 l 't 1 i ~ r t ~ r ~ ; ~ ~ ~ l i ~ ~ t ~ 1 ~ ~ ~ I PItECAS'f CO~IcREIE 1~FJIDN+ ~ I 1 ! , I ~ ~ t ` ~ ~ Ali ~ i' I ~ t 1 ! I r 5 i 1 ~ ! ~ 'i t ~ 1 i ~ i l ~ i i ~ ! ! iE ~ ~ ~ i, ~ l { , 14 1 ~ fit tt' ~ ~
3. A~~1H~1/~N~ ~P~f AND I~A~ MULCH ~E~ILY. M UTE W~li~ OF T11E FOLLOWS YEAS USE t, ~ I I ~ 1 i 1 S /y ~y 1 ~ t ! i 1 1~~ ( r ~ ~ t I i i~ I~ 1 I I ~ f t 1 i i~ f I i i ~ i~ i~ 1~ 1 i 1 't I ~`z ~ ~ ~ E~~ j i y Z
SQL TESTS OR APPLY 150 l6/ACRE 10.1 a10. MOW REGULARLY TO /1 HBGHT OF 2rt INCHES.
4. NURSE PLI~NTS: BETW~1 MAY i AND AUG.13, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE GQtAAAN MILLEL BffORE MAY 1.OR AF~6t AUG.15. ADD ~ LB/ACRE RYE (GRAIN). • LL ~ ~
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~ GRADING PLAN IE~END
1. CHISEL COMPACTED AREAS AND SPREAD TOPSgL 3 INCHES Q~ OV6t ADVERSE SON. CONDt110NS, IF AVA~JI6LE_ C 141 SCALE:1"-id' ~1~~~
2. R~ THE ENTIRE AREA TO 61NCF~S DEPTH. ~P4f11~G. 1 aoN~ ~
i 3. REMOVE ALL LOOSE ROCK, ROOTS. AND OTHB~t OBSiRUC710NS LEAVING Sl~tfACE ~ONABLY SMOOTH ANp ~f ¦
UNIFORAA.
4. APPLY AGRICULNR/11. LIME, F6rI1LIZER, AND SUP~PH05PFUTE UNIFORMLY AND MIX WRH SOIL (S~ BELOWry. e ~ • •
5. CONTINUE TIUAGE UMIL A WBl~UW6LIZ~, flRM REASpN~BLY UNIFORM SffDB~ IS PR~AR~ 4 TO 6INCHES DES. LAG e - • o
6. S~ ON A FRESHLY PR~AR~ S~B~ AND COVER n
' 7. MIH.CH IMMWUT9.Y AFlER SffDING MID MICHOR MULCH. I 8. INSPECT All SEED AREAS ANQ MAKE NECESSARY REP/URS OR RESE~INGS WRHIN THE PUPRING SEASON. ~ o W
P06SIBLE. ~ SU~ND SHOULD BE OVBt 60~i DMAAGED. REESTABLISH FOLLOWING ORIGINAL LIME. F~11LIZ@t AND a OJ SQ • E~~TE
SING RATES. SEA UGHRY WITH SING EQtAPMB4T OR CUITIPApC AFTER SffDING. 285 a IOI+IE ~ ~
~ 9. CONSULT CONSB~tVA710N INSPECTOR ON N~WNTENANCE TREATMENT MID FERTRQATION AFTER PERMANBVf COVER IS v ESTi4611S11~. See seasonal CpplcaHon schedub °o o°n 2 4 2D o ss C~ETENTaN
~t a ETLA~ID
0 o St:~t~ i' 00 0 ~p.~
®N04N o~~
BERM TEMPORARY SffDING SCHEDULE ~ `O N ~pNN Q~
~ N? SEEDING! SATE SEEING MIXTURE ~1PP~ICwAnON RAh 28~ ~ ~ Z .uw i -ter i ere ~Gw~t+) tz0 ~/~C NZZ ~ N ~ W ~ ~ F-
- - 284 ~ ~ ~ZZZ .
W V} ~ > PLANT LIST .
KOBE t8P~7J1 80185/AC 1 ~ ~ ~
m+++?r i -~uG ~a c~nMri eauFr ao ~wc I
{ MKi15-DECO RYE(C~tAl1) 1201ffi/NC J O ~ C) Trees ~shn~ha
O 3 IONE 1. ~E
1. SON. MAEWDMBJIS: FOIIOW RECOAAMBdDAT10NS OF ShcTESTS OR /1PPLY 2,000 LB//lC GROUND AGRICUITINtE 275 ~ N WETlANt? w~wu~uowulvasl vswEErs~~E
IJMES'f~lE AND 750 LBS/AC 141410 FERTILIZER (FROM AUG 1 b - DEC 30, ~ICREIISE 10-1410 TO 1000 LBS/ACS. ~ 275 Z ~ SVYAMP ~ X00-~0
2. MULCH: APPLY X000 LB/AC STRAW. ANCHOR STRAW BY TACpNG WRH NETTING, OR A MULCH ANChIORMIG TOOL, A H W lac eE~r
OISIC WITH BLADES SEf NEARLY STRAIGHT CAN BE USA AS A MI~.CH MICHORING TOOL. ~ Z • sMVE~ ~ 120-1~0
3. MIiK~I1BJANC~
JAN 1- AUG 15: RffBtTILIZE ~ GROWtH IS 1~T FULLY ADEQUATE RESEED. RffERTI1.~E JV~ MULCH IMM~IAiaY t~+lE~ WEitAt+~'? t~+lE~ WEitAt+S'? ~tG8~1C NERSACEt~JS SFEC~S: 150 -250
FOLLOWING 6tOS10N OR OTHBt DMAAGE AUG 15 -DEC 30: REPAIR Aim REf6LTHJZE DM~tAG~ AREAS IMMEDUIffiY. TOP DRESS WITH 50 LBSIAC OF NRROGBd MJ 270
AAARC;Fi. IF R ~ NECESSARY TO EXTEND TEMPORARY COV@t BEYOND JUNE 15 OVA WITH 50 LBS/AC KOBE 274 BE1JE FLAG lIOS 100 -190
LESPEDEZA M LATE FEBRUARY OR EARLY MARCH. ~ 150-290 ¦
CAREX P€NOIKA Z40 _290
tt~~ tt~~ Ah+4ERK:AN LOCUS 1~5-179
~I.OA"tE~G 1~.OA'IEVG St'E!."~:
WATER uuY 125-1~5
265 255 ¦
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. CONSTRUCTION
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DATUdI L~'LET' DA?'Ud~ ~LIs'V
240.01! i 240 !JO ® SAWN BY: CNEGKfD 8Y: '
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0+00 i 4+50 ®
0+54 1+04 1+54 2+00 ~-19-20Q6
~ scAl~ AS NOTED
H; 0 2Q 40 80 H.0 20 a0 80 . ~a~crr~
3 PRIMARY SPILLWAY PROFI C141 sce~: ~~°-~a v:~~-~ V; 0 2 4 8 . V.4 2 4 8 ® Q4T9
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N; st;u~ t~ H. SCAM 1
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PRFI IMINARY ® ~
DEVELOPER
CONSTRUCTION DRAWINGS ~Z •
u~~~cc=Q~Qe~ n~v~~ ~o~u~~T ~ ~ r- •
6409 WESTGATE ROAD
RALEIGH, N.C. 27617 APE VALLEY COMMONS •
P: [phone]
F: [phone]
•
¦
NC HWY 751 AND NC HWY 54
LITTLE BEAR, LLC
DURHAM, NORTH CAROLINA
P.O. BOX 1154 ® ASSQCIATES
MORRISVILLE, NC 27560 ® 16 CONSULTANT PLACE, SUITE 241
DURHAM, NORTH CAROLINA 27747
® P 919.494.4994 F 9]9.490.8953
i ~ 537 MRRKET STREET, SUITE LL20
® CHATANOOGA, TENNESSEE 37442
P 423.2bb.4494 F 423.266.5744
ehtww.hon?athassocia#es.com
•
ENGINEER/LAND PLANNER s
HORVATH ASSOCIATES, PA
1 b CONSULTANT PLACE, SUITE 201
DURHAM, N.C. 27707
P: (919) 49Q-4990 •
•
F: [phone]
e-mail: [e-mail] •
¦
•
INDEX OF DRAWINGS: •
•
0000 COVER SHEET •
C141 IXTENDED DEfENTiON WETLAND PLAN
C142 DETAIL SHEET ¦
• Q
~ Z
¦ J f Z ~ ~
• Z o%
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19 ®
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•
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® SHEET
1
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¦ PRELIMINARY
JOB SITE COPY4 A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND ® NOT FOR
AVAILABLE FOR PERIODIC INSPECTION AND USE DURING CONSTRUCTION TO EVALUATE C®NSTRUCTION
COMPLIANCE WITH THE APPROVED SITE PLAN. REQUIRED INSPECTIONS WILL NOT TAKE PLACE ¦ IF THE .IOBSITE COPY IS NOT AVAILABLE AND RE-INSPECTION FEES WILL BE CHARGED.
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DRAWN SY: CHECKED BY:
® BFT JES
¦ DATE ¦ Ob-19-200
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• PROJECT NO
i • 0479
i r t ¦ SHEET NO
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