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oy

GENERAL NOTES:
a) All construction to conform to NCDOT standards standards and specifications.
Concrete endwall standard drawings referred t eferred to fro~~ NCDOT
Roadway Standard Drawings, ~OOZ edition. on .
2) During installation of 60" CMP and 48" CMP d 48" CMP, follo~r manufacturer's fill and construction loading or
specifications for installation, backfill and stringent. Select backfill
AASHTO section ~6, whichr~ver is more stringent shall be placed to a heicht of i' above the cr ve the crown of the pip? and
com acted to 95~ standard roctor.
p p
31 before digging, call "one-call-center", i-800- i-800-632-4949 for locations
of any undrground utilities that may be encou be encountered during
construction. It is the contractor's respons s responsibility to verify the
location of any conflicting utilities and not 's and notif the en ineer. FROPOSEO 50' R.O.M. Y 9
i 5. 5
20 PAYEh4ENT
1, SMOULDER Pent S~+C'J! n« ~ I Tru
; , r ~ Jet ti
fi0' D A NAGS ESMT. . j F ti
1 CLASS I AIP-RAp IN TOE' ` . ~ DITCH fA' DEEP MITH ~ !SIDE
~ ~ ~ ~ ~ I I SLOPES ~ SYNTHETIC FILTEfl ~ 11~ td+/nl e' ~!r: !~tsM FAE9IC, AS CALLED FOA ON~LA~ ~ ` ti
~ y i ~ _ ~ I 1. ~ I
~ P 'P. @561f. ea. ~ RO (2) 60 C ( ) _ ~ ~ l
i2 ga. w/ TYPE COATING _ _ ~ ~ 1, " _ TYPK.J11 ~C11QN RfBBO"! PV~'f - ~
~ I 3 x i COARUGAI ~ WITH (2) ~ cLAS ? n: i { CLAS ? SIP-RAP APt='"N `--,---'-y 'L d~ W 12',p ~g"i
~ 1 MITERED ENC~ 31 "~TIONS i'~. i _ ~o ~ ~ ~ ~ 1 ~ WITH 1 STEP (6~ .f TOTAL)
I ,
~ ~ 1 ~ I 1
r i I i

_ I F~,~
_ ,F ~ _<< I ~ _ _ < -~C- .1 e..__ 4 ~ aNe t im-nr
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, ~ SOP . A INFORCED CONCRETE E WALL ~
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1 : ' I ;DEEP ~tITH O.. : - ~ r AYMEP~T , DIT H ACTS AS DIVER~IOr~ f ASR~C INDERL
~ I ~ 1-- . . I 1 . 1 I , ~ NT L SLOPES ARE STABILIZED. PLACE BERM U I
i ~ ~ i I DRIP-RAF IN DITCH AT THIS MIME.
~ ~
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~ o~nn a+nn ~ n+on
1.-&00 - 2+00 3+00 4+00 5+00 b+uU ~TVV U~ VV .r•vv
NER/DEVELOPER. BENCH MARKS JOB NO. COUNTRY MEADOWS DRIVE
REVISIONS ENGINEER. OWNER/DEVE Ray H. Coble DESIGNEDOi/2?/03 BY -ALP
v1: Ma 24 2003 r Rhew E.-- Ray H. Co4 f M Road. 2706 Pineda] ggun ows Subdivision e
oncrete endwaus 238Jiuf _ine_ i1L 06 Pinedale Rd. DETAILED BY ALP
typicai section Greensboro. N McLeansville,NC-37.1--- (336) 282- ensboro, NC 27408 CHFCKED BY From rri inq Pvmt, 500' Cau}h ^s r'` ^ -
Rest Drive [phone] SCALE: 1 40 to Quails

GENERAL NOTES: I
1) All construction to conform to NCDOT stand ;DOT standards and specifications.
Concrete endwall standard drawings referr Roadway Standard Orawi~gs, 2002 edition. ~s referred to ~r°om NCDOT PRopoSEO 50' R,o.w.
edition.
2) Durin installation of (2) 60" CMP and 48" 4 " MP follow manufacturer's iP and 8 C ,
9 specifications for installation, backfill backfill and construction loading-or- ~ Pa NT s'
AASHTO section 26, whir:hever is more strip i 20 vE?~E lore stringent. Select backfill R ~~ar~A ~,r~>J
shall be placed to a height. of 1' above th SHOULDE v,t~t a _ - ~ above the crown of the pipe and
compacted to 95~ standrlyd proctor.
' SS AIP-AAP IN TOE • CLA I
3) Before digging, call " one-call-center", 1- inter", 1-800-632-1949 for locations olTCe ae• o~ MITH ~ SIC'E'
of an undr round utilities that ma be e SLOPES 6 S`!NT}'ETIC FILTEO ~~~'~n may be encountered during FABRIC, AS CALLED FOR OW PLAN ti ~ '
Y 9 Y construction. It is :he contractor's rep ,tor s responsibility to verify the
location of any conflicting utilities and lities and notif the en ineer. ~ Y 9 ,
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f ~ , 9 / ~ ; 1~' a. w YPE "B" COATING ''r ~ s
~ ~ 2- '/3"z 1 "CORRUGATIONS '
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CLA I RIP-RAC IN TOE DITCH fLF,FT SIDE) , 18°' (IN~,ET END R,LY~
f,~E~ 6~ITH 3: ! ~IGE SLOPES. SYNTHETIC FILTER _.1 ~
iFA6 IC UNDERLAYMENT. DITCH ACTS AS DIVERSION' i ~
R T ~ E M UN IL SLOPES AAE STABILIZED. PLACE ;P~,J Tic ~ NF 1 P'' (ATP RAP N H ~ ~ ~
Q .TO _ CI ~ CHEF CL. '~F DITCH I OITC AT THIS TIME. _ ~ ~ ~ ~
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REVISIONS ENGINEER: OWNER/DEVE INER/DEVELOPER: TEI ENCH MARKS JOB NO.'
TIJAM'S Ray H. Coble DESIGNEDOi/23/03 BY ALR 706 Pinedale Rd. DETAILED BY ALR Country Meadows u visim ?ensboro, NC 27408 CHECKED BY
Revision 1: May 24, 2003 1b_er_t L,__Rhe_w._PJ.C. Ray H. D
2706 Pineda Concrete_endw_a}~s,_. _i2348__Hu_f_f_ine_.M.iI I Road__ _
typical section Greensboro, I From 300' West of Country Ma r~cw,
_ `McLeaasville__NC_27_0 (336) 282- [phone] SCAC : 1" = 40' to Cul-de-sac. -

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General No#es; ~ 1 F,, a : r E? . 77Sri ~ IF,}A, E l FN , ~ 7 A(18 qt fir` ~ ' K.f ' ~ ~h1i 4N+LET cl +i!5+~') ~i~icENSE'~?R') 4(; 216 ~'fi 27~C~?~
' t?EEOREFEREIN::E a?A~~Jr~ ~ t ~ ~ i r~ MA~t "E~ i+g? 1t~~2n ~ ~ ~ ~ A ~ ~ l
1 ' i ~ CIS, r Greene Township
~ ZOA!!N, R,5 M ~ Yl 9? acros ~ ~ ~ , f
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f ~ ~ ~ 1 ~!'~r'S`,9`W 11r ~ NS~a i4 [~~N ~ I ' ' ~ PRU~~55~O~tAI UND SURVEYOR5 ! ( ~ `
{ I, ~ ~ ~ ~ ~ ~ ~ ~ 52 52'41' 'V~'G ~44r t r i 3~ q y;f 9!5il,„!r a nor' ~ ~ N r..~~tfr: Na~,.Ge~i-~ ni~hQ'
f? AI {C! RAZIEH-WEI(XJNF SMI?F~~atal 1 ~ ~ I f2 A; ?ON FRW~ER d'N~FE~ l vh„M lib} ~1}3ay; r~ i?3l~1?'"~?416
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