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SITE SECTION FOUR PART T HEIQELBERG DR (SR 2997)
~~~~N!TY MAP PROPERTY O F
K,AS DEVELOPERS L.L. PEARCES MILL TOWNSHIP CUNT ii i 1
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SEPTEMBER 2009
INDEX OF SHEETS
1. COVER SHEET 9A. PLAN & P 2. UTILITY PLAN 10. PLAN ~ P 3. GRADING & STORM DRAINAGE PLAN 11. PLAN & P 3A-3C. ENLARGED GRADING PLANS 12. PLAN & P 4. EROSION CONTROL PLAN 13. PLAN ~ P 5. PLAN & PROFILE SPINNAKER DRIVE 0+00 TO 11+00 14. EROSION AN ~ PROFILE EX. SCIPIO LANE (REVISED LOTS & UTILITY SERVICES}
.AN PROFILE HUNTING BOW COURT
.AN ~ PROFILE SEWER OUTFACES "A" & "B"
.AN ~ PROFILE STORM OUTFACES "A" & "D"
.AN ~ PROFILE STORM OUTFACES "B" & "C"
~OSION CONTROL DETAILS
SIN DETAILS
6. PLAN & PROFILE SPINNAKER DRIVE 11+00 TO 15+16.22 14A. BASIN D 7. PLAN & PROFILE INDIAN WELLS COURT 0+00 TO 9+00 15. UTILITY &
'ILITY & EROSION CONTROL DETAILS
8. PLAN & PROFILE CROSSWINDS DRIVE & BELLGROVE DRIVE 16. UTILITY B 9. PLAN & PROFILE SCIPIO LANE 17. DRAINAG f -1LITY DETAILS
ZAINAGE, PAVING, & N.C.D.O.T. DETAILS
o D
~ ENGINEERS O
PLANNERS
9 sumr~roRs
~ IIAOORMAN, KIZER & EtE1T1EL, INC.
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PHONE [phone] FAX [phone]
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'i= 9 PWC COMMENTS 2 PWC COMMENTS
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~ ~ ~ ~ ~ I
~ 1 N ,W CROSSWINDS I U CROSS iNDS, SEC ION THRE I ~ ~ / ~ / ~ I ! I G7 O ~w 1~ I ~ ~ I 1 ! k ~ l 1 I i T.B.M,
O ~ 1, Iz SECTION THREE P6~4, PG 2 ~ , ~ - ` ~ L z / 1 1 \ \ \ ~ \ ~ \ \ ~ ~ \ \ / / / / / / / / / , I I BOLT NEAREST "M" IN MUELLER ON F.H. Legend
~ ~ \ LEGION CROSSING ASSO IATES 1= P O \ \ \ ~ _ L / @ iNT. SEAHORSER RD. & SPEARFISH DR.
DB 7054, PG 668 1~ o I I (93 ~ \ \ ~ ut r O 94 ~ - \ \ 0 95 1 I \ \ \ \ ~ > PIN 9042533.81'86 1 i o 96 \ \ \ \ \ \ ~ / / / / / / / / I I I ELEV. 179.69 NAVD-88 existing proposed \ \
> ~a ~A ~1 1 1 s ` v I - 55 - ss - Sanitary Sewer ~ \ ~ / ~ \ I I I I - W - W - W - - Water
1 ~ 1 - 7 - _ ~ \ ~ ~ \ \ \
1 1 t_ 79 w - m" ~ ~ ~ A V A 11 1 .6 ~ ' / / \ \ \ \ \ \ \ \ , ^ ~ ~ ~ ~ / / ~ I ~ II I I I I ~ \ / ~ p ® Sewer MH
f i a° os. P s o ~ ~ \ \ ` \ \ \ ^ , ~ ~ / / 1 ~ ~ I I ~ 1 / , ~a w Water valve
\ \ \ / / 1 ~ I / ~ ~ Water plug w/ blowoff
r Oct / 1 - - ' ,3 ~ - ~ / , ~ \ \ \ ~ - 1 aJ - - AL NDEE~HAR JR AL / \ \ ~ ~ / \ _ ~ / ~ ~ 1 ~ ~ ~ / ' ~ San. Sew. lateral
~ 0 / H - ~ > ~ ° ' 3 0 . t ~ . > ~ t ~ PIN #Q'425-5 0031 ~ / ~ ~ i ~ V A c 0 ~ ( ~ ~ \ ~ a---E Water meter Vv c`_ ~ v v ~ I I I ~ I V I
/ ) ~ / 1 1 \ \
O ~ ` l f ur _ i 4 Gs / / 1 1 ! i \ \ \ ~ \ \ \ - ~ I I ~ I I ` \ ~ \ ~ ~ Y Fire hydrant \ / 1 ~ ~ 239.43 Top curb elev.
1 - : P / ~ ~ I ~ \ \ 1 _ sa ` _ / / \ 1 ~ \ vv 1 ~~v ~ / I 1 1 \ I \ ~ / ~ ~ ~ I J I 1 ~ _ y _ * 239.43 cleanout~hed grade
\I t x F OP g / 1 ~ ) \ 1 ~~8. _ ~%Y R 494.99 ' 1 \
1 - B PIUf / ~ 1 \ \ ~ / ~ - pct / \ \ \ \ \ _I 233.00 Sewer c/o elev.
\ ~ - - t \ SATE i - i \ \ ~ ~ VIRGINIA AR~LYN CARROLL~ ~ I ~ \ \ I I / \ ~ ~ II a ¦ Catch Basin
LEGION MANOR pp,G,GSOCIATES ~ ~ \ \ ~ " ~ a V ~ ~ DB 5890, PG 926 1 ~ _ _ ~ { \ _ _ - CATPfERi~EBI~00KS CARROL4 I / \ ~ r _ ~ t ~ ~ \ ~B 246, PG 564 ` Q, \ \ - „I `rt _ I . .
PB 108, PG 177 - ~ s - , ~ ~ _ , a - s 1 \ ~ 1 } ~ ~ ~ - \ PIN 5-$,2-722 \ U~ / \ ' \ ~ ~ i iI ~ ~ ~ I 1 i i j
/ PIN ~t0425-33-8E113 \ ~i ° - :i ~ a z~ o -a 3 1 ~ ~ .
GDR SR 2997 ~ - - ~ s.~> . o ' \ \ ~ ~ \ - _ HEIDELBER ( ) / / o v C ~I 1 \ I 1 1 I ~ ~ 11 ~ / \ iI ~ ~ I L I \ \ i~\I ~ 1 1
VIClN1TY MAP wl ~ ~ v ~
NOTES: N.rs. ( NI o ~ ~ QI I ; 1 WI / \
1: CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ( ~ ~ ~ ~ - ~
31 INE E. SCOTT \ \ / OK C RRAt MORTGAG UTIlIT1ES PRIOR TO BEGINNING CONSTRUCTION. ) N, t ~ CELEST / f B 7471, PG $28 tRAL MORTGAG C. CHARLES SPEN~E &}WISE ( \ A / ~ sTA ta1E.,3/ ~ ~ I I ~ 1 ~ ~ ~ )B 7471, PG $28 fLADIA IA~PENCE , T ~ \ / / ~ ~ ~ ~ I I ~ ~ To°P s~+~
>I _ DB 4843, PG 786 ~ \ 2. ALL WATER & SEWER MAINS, LATERALS AND / QI _ t w PIN #Og25-42-ss38 / P~N #0425-5/1-4232 N #0425-5/1-4232 DB X271, P 58~ 1 \ \ / ~ ~ \ i I INS IN , I I II 11 1 ~ ~ / ~ Iydour; wsa61E6
APPURTENANCES SHALL SE TESTED IN ACCORDANCE WITH ~ I ~ _ ~ ~ \ \ P?'NJ ~0425,~2-52s6 1 \ \ ~ \ t ~ ~ i / / ! I 1 1 \ \ \ / / E% SSMH \ ~ ~ ~ ~ / / / ) t i 1 ` I
PWC TECHNICAL SPECIFICATIONS. a1 / C~LESTINE~. SCOTT ~ I i 3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, o~ ~ ss w I H~ - o o z - L _ ~ 7678, P 420 / / , ~ ~ 6" DI / w/ cAM-La K / ~ ~ i / ~
u a \ NI RO C 27 _ ~ a ~ $ \ / SHALL HAVE GRIFFIN SEWPER COAT OR PROTECTO 401 / 21. t ~ E , j r~~> I ~ PIN #0425-52 9 1 1 4" I ~ ~ 4ti h i / ~ "'c , e- r ~ t~/ a 2'33 ~ ~ 71 / / 1 1 / \ \ ~ z. Roa ~ / ~ ~ \ I 4 I ~ / / B"Dt SSA / / / / ~ ' ~ \ \ \ E% SSMH / INV OUT:: t0.~c6¢7~~ \ \ I I \ E%IS7 SS / I I I I I
LINING ~ 1~ I ,(s. /x?~L ~ ~ I, t~:1~. ~ / \ i t NY ~ 1 ~ ~ 4 r ~ A / / / 1 I ~ \ W/ CAM-LOCK / ~ ~ ~ \ ~ ~ ~ L~ ~ j E%ATOP.~RSSS y7d.E0 ' I i / I ' i \ \ RO >8530192Ai ? ? / \ \ ~ 4 I Ex IjN OUT: iG4.59 I I
4. ALL NSTRU TION T BE IN ACCORDANCEWITH ALL PWC ~ ~ ~ .3 ` ~ ' I ~ ~ ~ CO C 0 \ 1 f , r~' ~ 7t' e i ? r ,I t v~?=zs~ 27 ANNIE L FORBES E~EIR / 1 \ \INV IN: i~~11016 ~ I / /4 i ' / NE44 INV IN: I~2i 8's I / ' ( ( ' i ~ 1 \ UlV~1lT: 7LC054mA9 / ( ?;0~ TOPS 81.22 I ~ / ' / / / / ~ I
AND NCDOT STANDARDS AND SPECIFICATIONS. 1 ; 8 E . ~ ~ ; rl " F~~3-, a a DB 3388, PGY258 / / \ / (o ~ ?B^A ? INV: 175.55 / 4 / / ' I
5. ALL MANHOLES SHALL SE VACUUM TESTED IN ACCORDANCE \ / 1 Z o w - $ PIN 9042 52.0402 / / 1 i 27 ; % / / . WITH PWG SPECIFICATIONS. \ ~ is so 6. 8 -2 - 9 ~ / / /
TOM J. KEITFf i ? a s• J / / ~ / / 11 I I ~ 1 1 1 ` \ \ \ \ \EX SSMH / / \ ? ' ~ '00g//// ~ / / / ~ / / / f 1 W/ CAM-LO44ECEK~~ ("G'` ( @ ~C? ~ y/{,g~04// ~ / / ~ I 1 l
/ B3128,PG741 1 ~ " ~ ~ ` a -<s~`' r,, ,~'~D~'°~ ~ / / / y ~w / \ P N~0425~2.6742 1 Tip ~ , ~ (~7~ F~,` ~~x; / r. j ~ h ~ ~ / t / I ( ~ I I i , F C~ " t `t.'`. ~ 'y p~ w,1 Er . \ ~ ~ , 'f97 / / / / / ' , ` \ \ \ TDP. ~T8D51180.T3 I(~1 ( \ ` \~f~ ? I 'B' /rya// J ~ / / 1 IN: 1ma6 (o~ ( ssMn ~ `:°'~s D~B~ ~ ~ 4/ / TAYLOR CREEK SSOCfATES L/P / / / f IN~7 W~f: 150:12 1 V CAM-LOCH /''+~yp" 0/ 4 / @~1
I i ~ ail , T ~ rr ~ x. ey,ri i~ 1 ~ ~ ~ ~ y~. ` 0.2 25-~ / / / / 1 - , ` \ 970.77 (w -r ( ~ ftP;G COVER r ~ ~ry,G,,\S ® \ / / /DB 7VG4, G 130 / / ~ / /
i 1 r:7h, \ ~ z~ ~ t 7h l 'o ~ ~ ~<'~1 ~~~~/l" ~ 0 ~2 ) ' V / / 2+t / ' i / ~ / / an „r;H~ Iz, E r~y~ ~ a _ .1 ~a ~ ,p - s ~2+ g, / / ~ , , \ ( M'~N: 7°1~.a~a , --~M1f~r\~,~ • ~ / • 4/.' / PB 6•J(, PG 06 / , / / II / / ~ / 1 1 ~ , \ ~ ~Naour: 1 \ ' PIN#g425~9346/ ~ / / / t
[ - 0. e r ? ? ~ $ / ,c~ . SEW M ' 1 ~ _ - , / "fbP RIMS ifi~~~ / 'r / ~ I ~ \ ~ ~ ~ ~
' / ( 1 r a. I - ~ + INV. " UT 179.44 ' 1 ' / / ~ ~ I- t ± ~ ,r _ _ , . _ - ~ - / / / INV. 8'~OUr 178,,~~pp ~ ~ ~ / / ~ _~9 ~ ~ \ ~ \ ~ \ v \ v E%GSM~ ~ ~ / / ~ ~ / ~i /t/ / ~ A~ 1
1 ~ ~ ~1 E P: ° ii zr,:w ,c r rt: ; ~ '~~4 / ' INV. 4~LAT. IN180.06 - / SEM \ wl , ~ a~ '°'.i ,i ' ~ 'i` l ' ~ / s MH W/a~PE / / / / t / \ 14/ CAM-IOCK / ~ ( / / I \ ~95/ \ \ RI~NpG~i'&ffitSS~31S6i67 / ! / J / 21 / / / / / / ~ \ \ /~~/6~'~~~~/+. .i' / \ \ ~ _ i OUC ti~95i8fAi - ~ / ' / / / ~ \ / / / / /
gl IP E yy ~.t~. x,~ ; i ' i1` > i i k ~.?0 / j S ~ ~ i
M h / 0q \ / / / / /
/ 26 4a1 _ s / © ~t3+32 / / RING & COVER / / 1 ~ - ~ / 187.9 ® TOP: 16221 / 1
/ / , f7 12+95 gt' / \ INV cN: m~v1.66 ~ / rr \
.6 ~ .2 ~ - t ~y
/ »-1 ' d`; ~ i Y+ t 12+85 six ` ~ ' i9 - ~ a ~ ~i ~p 13+22 ~ 'a v~ / j A \ ~ tt ~ ~ ~ / / / / \ 81. ~ vv ////4 \ \ ~ v / / I
_ 6.4 4 ~ o r / / ~ y / Ilt~ 1 S +4 . 4" I IN: . 5 l \ \ 1 / / 0 0
/ - ~ t3 I: 3 94 SS ( _ : 2 ~ r4V t1 Q 1 V I 9. , o .i 73 .5 - / ` ~ _ ~ 0 ~ s+ 1G 188.6 •
1 0 ~ s 3. r ~ P M ' ,?~~J 24 12+00 ~ 1 0, -
+ / r - ~ rvv ~ 1"~ 82. f 1 ss ~w ~ 2 I, o . t9 / o,- ~ v ~ / ° + 1~,4 ~ ~ ~`rTA 1~+35.5 EX SEW. OUTFALL= ~ \ / % ~ ~ ~ ~
/ /1 + ~ ~ I m 1~ r~ ? > ? 29 ss m" s~ ,M~ smolt aiTFAtL s "e' \ \ _ ' / ~ °a / 6X. 'SSMH \ \ / i
LES~ER PHILLI S & WIFE \ NIFREDP ILLIPS / / 1 ~ > /o'(~ ~-,z w ~ t0 ~ ~ v~ ~ ? ??w 1+OOI`AT. oFOh / o~ =188.85 ~ \ I • 185.7 , TOP 188.45 C INV JN W.: it72b9 ~ ~ ~ \ \ \ ~ /
/ / 1 ~ a. o0 o P ~ 185.7 ~ D6 3030, ~'G 661 , fiEApVEE%I6TING / , ~ ~ ~~t/t~y+,ssy ~ it+s9 INV. 180. ~ ' ` 173RD CaAE do eooT~ ~ \ \ \ , ~ - / / / c 7~. : ? ? I 4 3 ~ ~ . ~ ~.1~s.2o ~caRe ac eom'j ~ ~ ~ \ ~ /
I PB 118, G 07R / / \ CgNrINUE6' IER 8 3 . ~ Ex IN : , 7 r- Y" i 1, 12.1 a u. \ PIN9042 -6388 / / 12.1 ® 1 ,mss. / ,B ' use - \ , ( ~ - - 30 roP~i s~i5`? ~ i~ • tea. , " e~ ~v.o~ i,rtes / \ \ v \ ~ /
' 1z+3s ~ / ~ ~ 30 ro ~n / o ~
/ / 1 51 ~ /150 _ ~ .2 ~ ~ / o+ I / \ ~ / 1z+11. ,.9.ao' ~r csoss~nDS D~. / ~ v ~ ~ fi""oP' s.~O ~~t• / INV1. s I~ t7~.4~7 - \ 1 \
/ \ / / ~ M , ,z ~ ~ ~ DONALD LW EELERPRO° \ D 31 INV.. 6' II ~ 31 INV.. 8' I 78.75 / h5 / ~`q, \ ~~1~0Ljj~L~''}},, 4' tA'~, IN t74 \ \ ~ 8~ s.7t~ ry0 { / I%Y. Q173 42 ~ ~ \ 1 ~ ~ ! ~ \
o ` ~ / / / / i MN. 4 IN~206.47 11 roP:2o~.s7 0+ . a r .N. TROMP 8~ / 1 `i;NV B our 205.80 14.3 1 149 DB 4 a3, PG 392 Ex. 4" I~N: 5.6 ~ . 3 a 8 ~tP / / / / 1 41+65 os. P1N 254 3157 Ny~Ny'" t~6 ~ N ~ + ias.
\ 1 15~ O6. 1 .6 r a. ~-E \ 14+25 NEE • ;es. ,/°F ,s ~a I ~ n A 1 ~ } ~ ~ 4/ / I V l1 176. I ~o t~~g9. ~ \ \ ~ / ~ /
\ / / / FORMERLY ( c ' '0+40WOFF 20.7 ~ t \ / rn 7,9 2 ~ 0 7 ~ ~ $ \ 1 vv i~///~'~4//~ 74. 3+7 1 1 1 2.2 ~ ~ IA,- 181.9 ~ y. ~ \ i / 1
t _ J ~~.~_-"_y 1 ~ 9 . + 'a' C - - - - - - DB 6861' PG 559 / ! a ' t , \ ~ / i ~ ~ / 1 +1 / ~ ~ I~ /I~ Q~ _ ~v A / / f 1.66 / ~ _ 40 • /
1 / PIN #04254-0195 :210.61 _ ~ q g u ~ ~ _ r 40.5 41+00 14 ~ 3 - E \ . ~ ~ / PTftoa ~ / / 5fA. 1~+ 2 ,5` RT ' , v ~ \ / / / , roe lesio pp~~,, qq /
/ ~ ( 153 4osos i ( os.t > , a ° \ ~ a 11520 / ~ 2" 4LOW6ffF ASSY.-0 , , ' ~ / / / v 176.12 ~ ~ ~ \ ~ / ~ / / /
/ ~ SrA tOMH2.22 + P SMO 50 ! , _9 , * o $ / \ ~ a / ~ 183. \ _ ~ / ~ ~ 184.5 ~ ~ \ ~ ~ ~ ~ /
/ i / TOE~09.59 ' Q L / OW Q bq ~ E, ~ i8 . \ t $ a / ~4 \ 1 EX. INV OUT: 203.83 ' / ~4 t~ ~ ~ ~ ~ a ~ , ~ 1st.7 1 1 / l
/ ~ ~ 1541".rc~zoasa = ~ o_- s $ _ . / ~ f 2 ~ Ny t 8 . / X85.3 / r 85_3 ~ 141 15+57 / ~ EX 8Q' t) WITH ~ 75. ~ vv A / - - - -
- 6.3 - / EX / ~ UNE 4 ~ +9 - 7 8' 7 pc ~ - 8 V 179 + .71 / 72+64.84 2 4~ V _ d y w t2+43.71 ~ 181.~> RJ r \ / p1D - a y s' 6v Iz a5.7 ~ist~> ~ PL do • 1 35.75. 9.49' SIN OR \ _ ~ ,
" 4.I x \ ~ 1 9 _ 27. ~ P: ~,QC / ~ C . H EA _
0 7U 4" .7 RO / ~ P: 6. 2 "INV ~ `'s ~ EX SSMH .5 ~ 7. ' r' 7 ss s' roP: r~xz ' E% ssMN , 1 11~~ Dl 174.15 I. ~ ~ / / / , e, o /
T °ur r~.w/ . / 8" Md~ UD W 2" TAP/INV. 4" 174.77 / ` ~ ~ - ~ ~ / ~ 1 , ~ ,
/ OLD DOMINIO TOBACCO C0.,1NC/ \ 20 (S eis 4" 4 t ~ _ ' ~ ~ ~ ~ / 42 182.2 ~ ; \ 1 / ' / oy .i 15+27 / ~
CO. 1NC \ DB 4188, PG 664 / \ W9 02. + $ OLD DOMINION?OBACCO / 7 v I y o - ~ , 1z - a t3+3b • \ DB 4188 PG 663 ~ \ PItV~~0425.32-60 0 _ 9 \ ~ 8'G.V! , / ) / ~ ~ s -.tz / / - o q _ 78. o ~ ~ o ~ 76. ~ . ~ / a' ~ ~ ~ ~,V ~ ~ ~ 1 ~ / /
PIN #0425-32-2039 + ~ STA, t2+8oa} ~ ~ 1 / z "o : E .47 > /,ass 243 13+86
~ - - - 1 1 zo . o . ~ V so. 6' is . 3 - s / 181. 50.200 ta3s 8'0V y~ 17s ~ a ~ ~ ~gUTLOT . ' , I T / ~~d . ~ % °~~COIv4MONAR~A) ~ / / - _
j -.a~ 2 _ a `c a ' ` ~}y MH 11+56 / - 0 3 Sig/3+92.26 ~ 1a: ta3a =13+78 ~ ~ ~ ~ . ~ 1 GS LANGDON INC Dt~~ ~ " / ~
/ - Q E 6M + ° 0 E% SSMH M 164. :3Y 1 ~5 . _ ~ oP: ~92,m.. /INV. ' IN 178.77 / $ ~ 12• ~ - ie s ,o - o ~rvv aur: >sxrs, m ~ $ ~ i ~ 1is.~ ~T 't N ~ o_ - ~ / DB 7313, PG 332 A ~ ~ ~ _ ~ ~ _
/ su y A0~ ty ~ ~ 1 2 4, T. IN 477.44 ~ 71 a INV.B 7 ~ - 21 / Ex , r ~ e" 6 rv: 6. ~ ~;ti ~°i 141 4f sarw / i I 3 ~c. a s. '~i ~ + H 18. / 6 183.7 i ~ r INS '~ii~z44 ~ / - ti,. ~ LOT 74 ~ 1,. 0 / i ~ ~ s' \ I 175 7 _ , ~ 5~ ~ ~ 45 ~ ~ ~ ~ r ~ . ~ ~ PIONEER POINTE ~
/ / , \ ~q _ s Ex. 8• Ga "Q OP RI*N 186.04 4+9a 183.7 - ~ j t1+eo A ~ ~ ~ ~ ~ ~ SECTION 2,PARTAREVISED ~ ~ . ~(,,L~1
- / 1 ~ • 5 ~ L - INV. 8, oUT 179.41 80. t i+so - \ / s oa INV. 4 !AT IN 180.08 ~ / / ~ ~ s„ ~ , .6 3+P.z6 7WiH 9+38.89 SPINNAKER ° Q~ 1 1 ~ ~ 1 " • ~ ~ ~ RAM D~VELO~'MENi~ C P6117, PG 083 ~ ' ~ ~ D6 7430, P~ 586 PIN#042551-9335 - e l `~~t,~-~~_..,
- \ 7. ~ _ ~ `i s. s Luc FlRE HYDRANT' ASSY. ~ ~ ~.6 r- \ \ ~ / s _ 8 0t 2' eLOwoa ~ ` \ FLpP(gE 186.30 / , / \ ~6 I ~ ~ LOT 73 I / /
\ / L ~ s ~ / \ ~ 184.2 I I ~ ~ 1 I l ~ . ~j P~ONEER POINTE I 1 ~ ~ / / ~ /
/ ~ \ ` , - ~ 5 89.15 ry~ +0 \ ~ 11+14 / ~ I ECTf b B 117PG 08REVISE ~ I 1 / j / /
5 0' 8 G.V.. / J 0 . ~ +s . 83.2 J ~ - ~ ~ 1 \ s+ ~ + - z a 20' D. `o,~ i 484.7 47 1 PIN#842551~6276 ~ ~ u~~l l / / 1 ~ ~ 47 / ~ ~ v / 1 ~ m
4s ~ _ ' os STA 8+78=5+55 \ 4, ~ / JOHN M. HALL ~ 05 ~ ® ~ ~ 2 s , to+44 / / % , " , RAM DEVELOPM T INC ~ J, s / / / ~ / /
DB 7320, PG 95 I 3 6 ~ +80 ~ I u : .a ~ 187.5 1 6.6~ f 78. = 99.5 ~ 8. I'' . 7 ®8+26 r 185.2 / / / . / ~ • ~ DB 7430, PG 5 \ / \ / ) - . / / ~ ~ / i / / / , ' LOT 72 / / / / / / / /
m P.B.1~, PG.160 ~ 74 1 ° 88.3 81' ~1+95.8"G.V .-9+ 8 48 a P!N#042531-1898 \ / 73 ~ 1 1 ( 75~-' ~ 7a. ~ / 1 1 .45 s+ i D(p~A r% / ~ / ~ ~ " / PIONEER POINTE ~ / / / / ~ ~ v v / / / / / / /
a / ~ / ~ ` ` 1 2+26 ` p 89• ~ / 5+69. 011' LT SCIPKI .g $T ~~g,~A7ER~ SE TION 2, PART A REVI ED / / I / ~ / . `j /0~`fLOT', ~ PB117,PGOS3 v / / / - ~ ~ / /
~ 0 1 97. g.:, 5+48 ~ I 8+88 3.82' SPIN Qji ° ~ ~ 1 1 ® 76 / ~ / 85 / / (C~Oi~MON AREA} ' N X4425-51-5264 / ~ \ \ / \ \ I
\ ti 72 ~+65 I `WEDS ~Cr. ' ~ 77 ~ ~ E%$8" PlUO WITH / 2.83 / 1 83. 48 . 50 TOP' Po 85$5. ° . 4.9 1 ~y 10 1 z' eLawoFf 96.7 94.63 i / ~ ( . 8" 77.63 ~ iv ~ INDIAN WELLS TOR 0 4 t \ 0-10=5+57 ~ I t+ 7 2+37 ~ / / / i/ ~ 1 I I f ! ~ / / / ~ / ~ A ~ / / , / l l /
p~ " 8~\ MV. 8" 0 ~,t77.58 . A ~ 206.4 ~ 8V4.8 80196.70 i ~ \ 8'x8'"CROSS + I 85.7 86.8 ~ 79. 1 _ o JOHN M. HALL \ FlANGE 2D5 » 1 203.01 / ~ / 487.0
0 4+45 INV. 19. 1 ~ ( ~ ~ S3 \ ® ~ i N DB 6437,. PG 492 ~ \ B PL~lG W 2 TAP ~ ~ 1 ` ~ 1+s4 02.1 J 78/ / ~ /g2 / , 7+4s / ~ ~ 2 BALL VALVE I 7.0 o+s1 / ~ 51f s+os o , ~ $1 7s. 7ss ~
M P.B.1001, PG.160 \ s,s 7~ ~0 / so.a ' ~ ~ PIN 9042531-1774 1 84' " PYC~ -28 ~ © o+a5 / / ® / ` \ ~ ~ ~
71 S Q 5.31x .t „ ~ ~ ~ 2. / / / 191.5 84.4 ! " 877 1 52 ~ 1 ~ ~ ~ ~ ~ ~ / ~ RAM DEVELOPMENT i C / ~ ~ / i / i / i 1 ~ i / II PUBLIC WORKS COMMISSION ~ / / C - - . , ~ - D6 7430, PG 598 / / ~
_ 07 28 ~ 054 / ( / a- o. ~~j. ~ / ~L~J~ o ~ ~ / / B~GV. / a~ , a / 88.49 / ~ ~ ~ ~ ~ - - 5+04 \ 1 ~ .t • _6+AG ~ i ~ y~ - LOT 71 / ' ~ ~ ~ / ~ OF THE CITY 4F FAYETTEVtLLE
01. ~ - i ~ / .,3~, ~ 1as. ~ 53 / < / / . - ' JURISaf~TIOiNAL ~ ~ ~PIONEERi'oINTE ~ _ - . ~ , ~ - ' _ / ~ /i ~ ~ ~ ~ / ~ ~rosswi,~ds •1o~t y 'Po~~ 2 -U~'~ ti}y ~Pla.?
3 ~ 5o WaLS cr. ~ ~ \ a ~ 6• Pvc -zs _ 5+2s ~ ~ / t / i , : ~ ° WET[,ANDS~ V . ; ~ ~ . - ::SECTION 2, PART ICRE.V.IS~D ~ v / / ~ i ~ ~ ~ ~
e tt ,a ~ _ / 5+23, 2. LOT WELLS C1: 205. 5 / - 5 _ _ _ . w \ ~ / ~ ~ / ~ ~ ~ (SAtM-209=00035} . ~ PB 117, PG083 - ~ / / / ~ ~ / ~ PIN#042551-4176 / / ~ / i ~ Q ~ _ ."(D~UNEATE4'BYSAMU!^LA'CARTER . _ _ ~ I / ~ ~ / DRAWNBY: M DATE: j2~$•Oq
~ 2OM4'Otf ASSY. ~ / INV. 'IN 196.21 ` "79 s / ' u / ` o ~ ~ ` ` ~ _ .i GEORGE & W(1FE GILMORE ~ / 03. „ Qv / ~ o. ~ - - 1 ~ j~' ~ DDB 7401, P6,415 07 EjC3 / INV. " OUr 188.16 2+02 \ m~;2 0+x.00. 3.00; INDIAN CT.a / 193.2 st. / , - ' \ i ~ - ~ "WETLAND'SOLUTIONS LLE,}" • / / / / / i i / A % ~ / / / / / / / / / ~ / CHECKED BY: SCALE: ~ 61 . IO~~
. 4.0 O4 + ' 0+Q0. 3 N DR. 2+Sa J 3+57 / o / / ~ STl)FZM V1fA. f o - _ ' v, / PiN9O425-31.0670 5+15 06.3 204.91 / M _ ~ ~ ` ~ ~ ~ / - / / / / / / / ~ / ' A~aovED sY: _ xz/y ~9 'DUS- I ~ 2~'f l of 22
~ 0t. ~ 4+ 3+30 0 =~q4~+} .8'8 5 DR 195.2 84. / 85.9 / Q / ~ ~ / Fl~LOT / 4+89 iNDkN WEDS cr. oD. ~ ~ 62 TOP ~u ' 1. 1 .3o t8 ~ / / ~ / /CO
'S ` , .SEW. MH~12 / ~ ( _INV. IN W. .38 1+46 Bs.t 79.00 4.98 / 5+1300,,.5. E- R / ~ 68 ~ 65 ~ 3a : sEW ~ ~ / / rn ( ~ / ~ MN. 8 IN S. 1 9.Qd~T.~ / / St~ryy. p ~ - , ~'d M 89 / i' INV. zWOT E. .80 59 RIM 19 82. / ~ tOp t . 9 ` i ~ i / ° ~
gg / ~ , ~ ~ INV. 4' LAT S 200,,~6 / ~ ~ M.Tta, PIPE 5$ I " IN 18 2 d' , INV , IN~179.57 • .8 QUT 99.88 / / nm ~ ~o ~0 INV. "IAT.INt 4 56 ,:8 0Ur979.52-~ ! y ~z ~ I ~ ~ / \ / / / / / / / /
~ 67 / / f W. ~ ` / i 6" our 16 7 ~ - ° . - 07.6 / °T N ~ t ~.a / a t / / / ~,,,e~~l~~~~~~,,,~ UTILITY PLAN ~e
5+1 / 7. ~ ~ 57 - ~ 1 sATTE>:fEtD ® 1 ~ ~ a / / / ~i ~ a JC, JR. & W FE ~ 5+oe ~ + ~ / 199.49 / / _ i / I f a
f DB 46Q4, PG 25 f / ~N~•"~' ~ 20' DRNNAG ~ W ~ 0+75 ! \'o / o ~ ' / 1 \ / / - - ASEMENT j -
c PIN 90425.31-0491 - -y , . ~R1 1. . A___.___.._..__.__M--'' ~ ~ , / l
7`~'~ ~110 / E`A q
0 cy) SECTION 4, PART 2 pl y~
3 0 0 l t v PROPERTY OF
t t / 0 0-1 I 1+84,`,5 LT~ OR. N v t \ - - - ~ , q KAS DEVELOPERS
I V v 5 ~ ,7 i s BA P SUBDIVISION _ t \ 3 f - \ \ I \ o ~ INV. a dN tei.6Z < P..35, G. 38 \ / \ _ ' ' 9 . L~? i
\ LACK FOREST UBDIVI)ON fw. 8,, ouT, t9t.62 \ \ \ t N t P.S. 35, 38 t \ \ \ \ / PEARCES MILL TWP. CUM NI9~'C0. N.C.
\ o L ~ A D"R & WIFE GY \ a \ 4 P.B. 33, G. 9 MARL K. BLAC / D;B. 7432, PG. 18 v - - SCALE: I"= 100
ass t / / 11 / s m m \ \ t RI '200 14 \ D.B.1045, PG. 5 P.6.100, PG.~ 91 m 8 f 1 8" 1 2 8' 6V. \ - P.B.1S, PG. 21) GRAPHIC SCALE IN FEEL
/ / \ t J / / ( !J / - / -100 -50 0 100 200 30
GiW w o
Y / f \ !itEEVE T t / / \ \ / / / f \ REDUCER PL4I1I M
wEXf IN46 EiWA Rw w w / / \ surd (m MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. PHONE [phone] FAX [phone]
_ (vERiZE & LOCATION \ 1 ' ~oo~j ER SHEET 2 OF 1
vla f \ 1

~ a ~ Iw r ; CROSSW{NDS I CROSS NDS, SEC ION THRE ~ / ' STORM DRAINAGE STRUCTURES / / J I
~84 PG 2 ~ ~ t I \ - - ~ / T. . ~ ~ r IZ SECTION THREE PB \ 1 , \ , \ ~ ` L 2 / J~ t \ - ~ r~ PB 84, PG 72 ~ J ~ \ ~ BOLT ~EARES ~ ~ Structure Bdva6on Bevatwn Oevatfon b1Rt hlefC LocaICA Lo9aIFloW Local : &lemffiCR hletType SiF-iLxafnm System System SystanC System Sjrsiem SS~Siem N~ EARES I~ MILER OPT F.Hy / / Labei (Groand) (Hm) (Invert Dreanape (acres) rrere Ra9a9al - (acres) Fbw Time Drainage CA trilensAy Ra5alal
5' ~ LEGION CROSSING ASSO IATES ~ 92 \ \ \ \ ~ ~ ~ k 1 @ ~NT. OR f . OR D. & SPEAFFFISH DR. / / (h) ~ (11)~ ~ an> ~ kr~ (mn) ~ , (nti,, Area ; (acres) ~~mr)
DB 7054, PG 888 i~ ~ z4'~o9.so i l (93 ( \ \ \ \ f0 W I Q' O 94 ~ - \ O > ° PIN X0425.33-81'88 I I \ 0 gg \ ~ I ~ \ \ E'~E1~` . 9 \ - 24° INV 209.07 ~ O \ \ \ ~ / / / (ft) (aces) (CFS) (acre4l (CF8} .~9 \ \ / NAVD`~s / / / FESg100 172.50 - 172.50 - - - - - 13.28 26.47 0.47 13.26 5.75 76.92
~ ~ ~ i I \ -J \ \ ~ \ \ \ \ \ ~ ~ ~ JB#900A 182.50 183.90 114.20 - - - - - - - 12.98 28.47 0.47 13.28 5.76 77.17 i
i 1 132 III) a I I(;IE I - - _ _ - _ _ E REA 2 1 I \ \ \ \ \ \ ~ _ _ i ~ r ~ \ JBg10f 182.50 183.00 178.90 - - - - - - 12.62 28.47 0.47 13.26 5.84 78.13 ~ i ~ \ 01102 184,82 184.82 178.70 0.13 0.45 0.~ 10.00 0.36 NCDOT840.D3 OnQade 10.39 26.47 0.47 2.85 6.26 16.05
} = - rfuwwe r+wr"•rural I I I \ \ \ \ \ _J ~ / ~ / / (131{103 .185.46. 185.46 181.75 0.08 0.45 0.04 10.OD 0.24 11(0007840.03 OnCrade 10.25 8.14 0.46 2.80 8.31 17.77
1 3111! ~POmF~4• 2_ _ \ - ! - / \ \ \ \ \ , ~~II gill ~ 4 5 ~ 1 / \ \ \ \ \ ~ \ ~ ' G137F104 187.38 167.38 18327 021 0,80 0.13 tO.OD 0.82 2.31 t5CO0T840.03 OnC~rade 10.00 5.34 0.48 2.44 8.38 15.81 \ \ ` \ ~ / ~ CSY105 165.46 185.46 183.37 0.72 0.45 0.32 10,00 2.07 N000T840.03 On(~fe 10.E 0.72 0,45 0.32 6.36 2.07
\ / , C61N06 185.28 .185.28 177.50 0.37 0.45 0:18 10.00 1.05 NCD0T840.03 OnCaade 12.35 2220 0,80 1326 5.89 78,85
~~11 w iI , 6 I ~ \ , ~ ~ , . / \ 4U _ / 131 ~ ~ E% CB A2 \ ( / AL~~'Q~DEE~HAR JR AL / / ~ ~ \ \ \ \ / \ y ` /(6#107 185.49 165.49 183.11 (i1YA} (1SA} N(X107840,03 OnCttlde 19.01 1.~ 0.45 0.71 6.36 4.57 \ f13#107A 185.54 185.54 18321 1.59 0.45 0.71 10.00 4.58 NCDOT840.03 On Grade 10.OD 1.59 0.45 0.71 6.36 4.58
/ 1 (1111 a(Iii II iOP: 272.27 \ V `.r ~ / 1 ~ 4QA Av I INV: zms3 ( M \ ~ ~ PIN 6Q'425.5 031 1 \ \ fv / P: 212.27 ''2$ 0} 8" x B" 7EE \ I ~ ~ ~ / ~ ` \ \ ~ C = ti \ \ 08#108 187.44 187.44 181,55. 0.18 0.45 0.08 10.00 0.52 N` DOT 840.03 On C7ade f 1.~ 20.81 0.46 9.55 5.97 57.46
Q~ I INV: 207.67 ®4 70.15'-24' ~ ~ ( / 1 \ / ~ RCP ®0.507 \ STA 4+75 L / ) / ~ 1 \ \ \ (1311109 187.55 167.55 185.18 {PVA) (N'A} NC470T840.03 On Grade 10.02 0,12 0,45 0,06 8.36 0.35
z, ~ ~ E% 8" GV ' ; CB AS l r - 7 ~ TOP: 209.10 / / / / \ iow ~ , Ex ~uN A4 g = _-L.. / _ 2~x~ / / / l I I 1 i ~ \ \ ~ \ \ \ ~ C8Y1 OA 188.99 188.99 183.14 0.08 0.70 0.06 10.00 0.35 t~CO0T844.03 On Grade 110.78 049 0.48 9.42 8,00 58.88 \ ~ ~ C8N1i1 190,77 190.77 1&5.15 0.46 0.45 0.21 10.00 1.32 NCD0T840.03 On Grade 11,61 20.41 0.48 9.38 6.04 58.97
V \ I TOP; 272.59 PROP 8 C-900 ATE 1ANN ~ p ~ = _ _ _ i / / I 1 \ V \ Is" INV: zoe.3a - _ - _ / / 1 \ \ ~ \ 1 CBktf2 190.82 190.82 186.82 1.52 0.45 0.68 10.00 4.38 N~OT840.D3 On Grade 10.00 1.52 0.45 0.68 6.36 4.36
\I 2A" INV: 207.78 os.u ~ PAOP _ I ~ \ I 0°=- ~ C-90n WA R 6ta1N r / ! I 1 2 ._.-~t-s:. M a"° ~ 4+44.99 \ _ 130 ~ ~_3 70' ?~6~~~ r°ph E~p~`UF'" ~ l ° / / \ ~ CSk193 196.77 196.77 188.79 013 0.45 0.96 10.00 0.37 t1Kb0T840.03 On Grade 11.26 18.44 0.46 8.47 6.11 5215 ~ \ ~ (238114 197.16 197.76 193.18 0.22 0.45 0.10 10.00 0,63 NCDGT840.03 OnCtade 10,00 0.22 0,45 -0.10 6.36 Q83
s~_(~ \ •-I \ 11.82•_76• _ " m~Z2 y5"gy rv%n \ ~ ~ ( \ 1 \ ~ / / ` Q ~ ~ / ,IBgt15 200.62 200.62 192,00 (hVA} (WA} 10.00 ,hr7ctiatBox - 11.05 18,09 0.46 8.32 6,15 51,56
SiTE vl ACP m osoz GAF'WAY STa 3+93.1 - ~ -•~`.5p~ ~ ~ I \ \ _ 1(1RGINIA AR~DLYN CARROLh ~ CL / 086116 zoo.a7 200.s7 19a.5o 0,12 a.45 0.05 iooo 0.34 PK~0T84D.o3 OnCxada to.7o 13,E 0.45 6,3a s,22 39.74 \ \ " - CATPlERI~E BROOKS CARROL I / 0613117 200.87 200.87 1.25 1.31 0.45 0.59 10.00 3.78 tiCDOT840.D3 On Csade 10,48 3.16 0.48 1.47 6,27 927
LEGION R SOCIATES ! •IIII EX CB A3 QURT ce A7 ~ i~ r \ AS I ' TOP: 21224 ~ p~gL G ~ iOP: 211.4 .r,ql \ 1 ' \ p~, q INV: 208.44 INY: 205.06 of °r\ ~ ` ` 5890, PG 128 - Mi 129 ~ sllill EX B" GV IM Ai STA ii+75 R ~ _ I \ \ \ QB 246 PG 56~.~ 06(3118 205.51 205.51 201,50 0,36 0.45 0.18 10.00 1.04 0.59 NCAOT 840.03 Ort Grade 10.16 1.85 0.47 0.88 6.33 5.80 \ ~ ~ / (23#119 205.51 205.51 20270 0.18 0.70 0.13 10.00 0.81 N0007840.IXi On Grade 10.00 OA8 0.70 0.13 8,36 0.81
PB 108 PG 177 d ' ~ ra`!at ce A ~ I I VIII i0P: 209.A9~ ~ I A \ \ \ \ PI \0425-~2-722 \ \ / C~i120 197.97 197.97 193.50 0.13 0.70 0.09 10.00 0.58 RCrx7.0T840.03 hSeg 1051 4.11 0.48 1.98 6.26 12.46
PIN80425-33.8073 \ ~I ,I I~ ®t INY. 2os 46 i HEIDELBERG DR SR 2997 0 ~ $IMH Ae ' \ \ ~ ~ \ - \ 1 CB~120A 197.97 197,97 193.60 9.13 -0.70 0.09 10.90 0.58 5KX)OT840.03 hSag 10.14 3.72 0.48 1.71 6.33 50.90
/ r (IIII ITNV:•20436>~ \ \ ( ` v7 I \ 1 \ I \ \ ~ ~ , ~ ~ \ \ (~f 197.97 19 .97 19425 0.26 0.70 0, 8 10,00 / 5 NCA0T7840.03 h Sag 10.00 026 0. 0 0.18 6.36 1a 57 \ \ \ ~ I I ` \ \ \ t~k123 203.34 203.34 196.20 0.20 0.45 0.09 10.00 0.57 N0007840.a3 On Grade 10.28 10.70 0.45 4.82 8.31 30.80
128 oU' 11111;1 9 g ~ ~ ~ 1 \ VICINITY MAP z_, 10 / - \
e~.rs. ( (IIII ~ / 7 \ ~Ao f ~ NOTES: Q, ~m 1114 \ s I ~ ~ w, ~ I 'llll / ~ / ~ V I ~ ~ ` ~ \ CE#124 203.37 203,37 196.50 (WA) (WA} DK2)OT840.03 atQade 1022 10.50 0.45 4.73 6.32 30.09 JJ CE}1f24A 203.42 203.42 196.60 1.53 0,45 0.69 10.00 4.42 NvDOT840.03 OnGrlxle 10.00 1.53 0.45 0.69 6.~ 4.42
~ ~ ~ ,1111 I/ / I 1 I 1 3r 0 o I `IIII' ! Q E S OTT \ \ / - OK C RRAL MORTGAG I ~ I ~ ~ \ \ \ \ ~ - 071125 203.00 203.00 199.50 8.97 0.45 4.04 10.00 25.87 Open Throat CB h Sag 10.00 8.97 0.45 4.04 8.36 25.87
9. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING } ~ ~ ; I I~ i I\ _ _ / ~ \og CELESTIN E. C / 2 tRAL MORTGAG C, CHARLES~ ,$!;PEN~E & WIDE i \ _ IB 7471, PG X28 fZADIA MHRIA PE~CE \ r \ \ ~fE200 172.50 - 172.50 - - - - - - 11.77 2s.53 oat 11.97 6.01 72.49
UTI ITIE PR R T E IN N R TI N. }I 127 U ,e ~ 1111 ~ \ ~A. DB a843, PG 786 ( I \ B 7471, PG ~ 8 L S 10 0 B G NI G CONST UC 0 / 11 1 / PiN #0425.42-a63a / P N #0425.5 -4232 N #0425.5/1-4232 DB X271, Pti 56~ ~ , \ \ 1 183;75 184.50 173.30 (WA) (WA) ,bmc~n Box 11,88 29.53 0.41 11.87 6.02 72.67
2. ALL WATER &SEWER MAINS, LATERALS AND zr '[III =DII; 14 `,\~oq ~ APP T ar I 12 13 / ~ , ~ ® / UR ENANCES SHALL BE TESTED IN ACCORDANCE WITH / PiN#0425~52-5286 t , ` ~ \ \ \ ~ ?83.35 183.35 17820 0.09 0.45 0.04 1Q.00 025 NCOOT840,03 On(;r'ade 11.54 29.53 0.41 11.97 6.05 73.03 \ CBk22033 183,46 183.46 177.45 0.05 0.70 0.03 10.00 022 NCOOT840.03 OnCr~e 11.49 22.09 0.~ 8.55 6.06 52.28 / ~ 071204 183.40 183.40 178.20 2.76 0.45 124 10.00 7,97 Open Tixold C8 h Sag 11.38 22.04 0.~ 8,52 6.09 52.24
,IIII ~ .III, 15 \ \e \ CC~LESTINE~. SCOTT ~ / / PWC TECHNICAL SPECIFICATIONS. / or I \ _ 7678 P 420 / / ` ~ 1 ~ \ \ \ \ . ,x#205 186.50 167.50 179,80 (WA) (WA) ,hlic9on Box 11.05 19.28 0.38 728 8.15 45,11
Nr I IIiIII / J \ ~ ~ / / 3. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, / I 126 \ ~ PIN#0425-52 549 / / / / ' ~ ` \ \ 087208 189.09 189.09 18070 0.07 0.45 0.03 10.00 0.19 M"00T84D.03 On Grade 1083 19.28 0.38 728 8.19 45.42 / ' ~ ~ \ \ (131{207 169.04 189.41 189.85 D.BT 0.45 0,30 10.00 1.82 NfDOTB40,03 On Grade 10.28 17.21 0.37 8,35 8.31 40.33
n n 1 sia z+as.a3 ~ ~ v ~ / I I CB A9 ~ / SHALL HAVE GRIFFIN SEWPER COAT OR PROTECTO 401 r TDP: 21354 16 y\ / / / ~ ' ~ \ \ C8tE206 167.64 187.64 18125 0.06 0.45 0.03 10.00 0.18 N000T840,03 OnCrade 10.46 2.00 0.45 0.90 827 5.89 y \ 0611209 188.24 188.24 181.90 0.97 0.45 0.44 10.00 2.79 NCDOT840.03 hSag 10.01 1.84 0.45 0.87 6.36 5,56
I ~ „ ~ . xTy 0 56 60 INV(209.39 / ' \ 1 / LINING I , ~ \ ,6,53.3, ~ ANNIE L. FORBES i~EIR ( ( / ~ ~ ~ ' ' I , 1 ~ \ \ ~ C8C209A 186.24 186.24 182.00 0.97 0.45 0.44 10.00 2.79 NCtl0T840.03 hSag 10.00 0.97 0.45 .0.44 8.38 2.79
( 4 ~ 8" x 8' TEE ~ ~ V / emu. - _ _ . ~I OB 3388, PGY258 / / \ / ! ~ PROPS'C-90 -""'-'w - ~ ' 17 \ PIN #042 2-0402 / / ' 071213 193,00 193.00 188,E 2,56 0.45 1.15 10.00 Opatt Throat CS h Sag 10.05 16.54 0,37 8.05 6.35 38.70 1 , ~ , 1 I \ \ \ \ ,x#214 198.50 198,50 189.26 (tSA) (WA} 10.00 43.E 0.35 4,89 6.38 31,37
~ 125 ~ ` ~ , / ~ / / / / 1 ' 0611210 (82.94 ?82.94 177.80 0.84 0.45 0.29 10.00 1.83 N000T840,03 hSag ?021 7.38 0.48 3.38 6.32 21.53
( ~ / ~ \ 1 ~ g za / / \ \ 75" RCP EX CB 12 v„ J / / r i \ 1 TOM J.KEyTH i ~ - ~ - ~ ~ m o.soz ToP: z~2.oo ~ / I 7NV: zoa.zo \ f , I ~ ' , , ~ ` \ ~ (13(1211 182.84 (82.84 178.60 0.14 0.45 0.08 10.00 0.40 I~OT840.03 hSag 10.17 8,72 0.48 3.10 8.33 19,74 / / / I ' , ` \ \ \ C84211A 182.95 .162,95 178.70 1.38 0.45 0.62 10.00 3.~ N(X70T840.03 hSsg 10,00 1.38 0.46 0.62 8.38 3,98
r l / f ~B 3128, P/G 741 , l ~ " - ~ / / / t E% CB \0 b? ~ \ / \ \q SRdH AI9 / / / / \ / ~ PIN~0425~32-6742 / \ ~ ~ \ ToP: 20 so { ~Illl 70P: 213,19 / / / 8x09#25 184.36 184.36 (80.15 0.22 0.85 0.14 10.00 0.92 NC00T840.03 On Grade 10.05 5.20 0,46 2.41 6.35 ?5.44
r / 1 ro~ Ex 8" GV INV: 209.25. Ex CB 71 " \ ~ 'S~ 24" INV: 202,59 / / > 124 / (NIII \ 70P: 2 3.77 / / ~ ~ ~ / ~ / / ' , ` ' \ ~ J exi~#24 184.36 164.36 180.65 0.17 0.65 0.11 10.00 0.70 2.16 NCAOi840.03 On Grade 10.00 4.98 0.48 227 6.38 14.54
xC ,,yyf~h~ 0 r / J l yr ~n.T' ~ ( / ~ P'~`v~ h/' 19 . ~J, 30' fL5 , l~ / / i/ , / ^ ~ / 1 , 1 ~ ' \ FES#300 168.00 - 168.00 10.82 1.04 0,45 0.47 624 2.94
~1 IIII ~{t ~ ~ ~a1 ~ i 1 / ar 5 \ Q,~p' 18 ~ . INY: ,97.50 / / , / \ ~ 1 \ ~iKi01 178,00 176.50 168.70 (WA} (WA) Juncfiai Bmc 1025 1.04 0.45 9.47 8.31 2.98 ` ~ i ` \ ( \ \ 01302 (81,92 181.02 177.50 1.04 0.45 0.47 10.00 N(XJOT840.03 hSag 50.00 1.04 9.45 0.47 8.38 3.~
( - ~ ~ r ~ III 'll ~ / 117 116 iOP: 2,2.00/ . , ~ , / E* ~ IIII INa:2aa.a6 1 ~ h"i / \ p~ / / ' / i .'i ~ _1ga~ ~ ~ ~ 1 \ ` ~ ~ STORM DRAINAGE PIPES
1 M~ \ 1 1} 15 114 / Qo ~ 2u (ov€~ eox) 1 i \ Lo , a aro hven hvwt Sya em CA em bu elan pacrty i M/,.2~c FFMru Ve1xRy.
~ ~A a ~ 6" Y \ 40 ,y%' 1 120. i ? i 1 / - ti~~ \ ~ 123 ( 1 ~ ~ p56E%184 / \ 3 / , / / NI cE:2,a.z3 D lNAGEA ~ cegl~s7.,a z4 axcBpls 42'-30•tt2F r 7oP: zoaaa , / ~ i I I ~ / ~ ~ ~ ~ \ / {Dmri~cta7 ~ lUutrea~N'(Cow nntrearn; (acros) rmo h[ona.&x Oe1n) Flav) - (3hbletl) i°5) Bade We Cratle E.he (Area9e)> i ~ \ / / / / / / 1' ~ 100.100A 42 Concr~e 174.20 17250 13.28 13.14 5.73 78.73 224.98 34 5.00 179.90 179.70 ~ ~ 8.0
- - , . - ~$'1 ~ \ , R 2 / 113 TOP: 18.74 ~ INV..2°3.44 / / \ \ ®3~OOS ~ 11U , IN / ,5",MI:204.94 0 ~ + ~ / `,GS° 26 / I / 1 t J ` AGE AREA za^ INV: zoa.la~ aP . . \ / / ^ \X ~ \ 4 t00A-ID1 42 Coricr~e 176.00 17420 1328 1288 5.79 .48 118.17 135 1.33 383.49 180.69 8.3 / { ~ / f / / / ?02.193 30 Concrete 181.75 160.84 2.80 10 8.31 17.77 48.11 72 128 183.92 183.83 8.8 26 ~ ~ i- / / % r 9 \ 102-108 38 Calcrete 178.70 178.00 2.85 10.39 828 78.95 88.89 70 1.00 283.75 183.70 2.6
~ ~ 3~6 ~ \ / 1 - - 101104 30 Concrete 18327 161.75 244 70.00 8.36 15,81 413.05 1275 121 184.50 183.92 8.3
1 122 11 ~ X11 / / a \ \ A ~ 1 / t3 a ~ " / / h \ ~ -~c \ / 701705 15 Concrete 183.37 163.07 6.32 10.00 8.38 2.07 8.57 2B 7.03 183,94 183.92 4.7 / \ \ / ' / I.I t \ 106.907 42 Concrete 17/.50 17650 13. 1259 5.84 7820 87.90 131 0.78 283,09 382,30 81
, / ~ I1 112 ~ 4 . / G L / h r ce o 1 t_, ~~1 ' : / / ~ yhi \ ~ + / / / 1 ~ \v,SIQES. OPEk} ~ ` V \ \ / /4 ?0&107 15 Concrete 183,71 182.73 0.71 1D.Ot 8.38 d.57 8.46 38 1.00 383.98 383.70 5.7 / \ 108-708 36 Concrete 181.55 179.87 9.55 1214 5.93 7.12 5628 220 0.78 185.32 183.70 8,1
/ s \ / 4/ / / \ / 707.1o7A 15 .Concrete 18321 163.11 0.71 10.00 8,38 4.56 7022 4 2.50 184.27 184.29 8.1 ~ 706-tOB 15 Concrete 1&5.18 164%1 0.015 10.02 8.38 0.35 8R8 31 1.99 !85.92 185.93 2.8
1 111 ~til / ~ 111 ~ ~ ~ ~ t / I , ,,,~A4 ~ ~ / ~ ~ / ~ ` / 13+49.8 L ` o \ \ 10&110. 38 Caaarete 383.14 161.55 9.42 71.88 6.98 58.78 7522 125 927 386.89 18543 d0 /r 4~ \ ~ /~VO \ \ 109•tOBA 15 Concrete 18528 185.16 D.OB 10.00 6.38 0.35 1021 4 2.80 185.93 1&5.93 3.9
~ , / ~ o $=Y / 119' - ~,so 871AN At6 / y / / ~ ~ ~ - _ - 'l ( 4A~ / ~ / 121 ' ~w ToP; 210.°0 / ~ / / ~ ~ / ?e, .-o Y / / ~ 110.171 38 Concrete 185.15 183,14 9.313 11.81 8.04 58.97 62bt 131 1.53 388,34 187,36 8.1 o• _ 4~ , _ ~ ,y / \ 117472 76 ConerBte A88.82 166.87 0.86 70.00 8.38 4.38 4.85 29 .52 189.98 188.94 3.6
V u " /L / INV: 2053a ~ ~ , - o.b;/~ 110. /a ~ ~ /v / ~ , v 24 1 ~ 7 ~ ~ _ .p ~ ( q,\~ % i~\Q// / \ \ / ~ \ 113.114 15 Caicrete iR4A8 19250 0.10 70.00 8.36 0.83 9.43 ~ 2.~ 293.47 192.71 4.4 / ~ a \ a / ; / ~ / 111115 30 Concrete 182.00 18928 8.32 71.06 6.15 81.88 54.21 781 1.88 394.32 191.86 12.4
/ ! ec u,4s.sa rc 9 . O~OW%F'• p4 2pa'~ ~ / ~ 1 / / J( / / / 1 , / p . ~ ~-dh- ii all ,ab 2,. / ~ , / ' ~T ~ t2 G ~ 378. ~ P / \ \ ~ \ itS116 30 Cmcrete .384.50 184.00 8.34 70.70 622 39.74 81.83 7G 227 196.62 19573 13.4 ~ tiS120 24 Concr~e 193.50 18250 1.86 7051 828 12.48 20.07 127 0.79 196.35 195.97 4.0 * ~ RTr~9 \ / \ - 170.177 18 Concrete 198.25 367.50 1.47 10.48 .627 027 15.38 35 2.14 199.43 198.39 9.2
r tA~p 2 a- Ci~ ~ ~ v ~ / t~ - ~ ~ / n 1 ~ 2 f / A 4 490.72 'i.~,2 iI w-~ v / / / ~ ~ v v, LES'CER PHILLI S IFE ( I ~ I eox 2 ~y,e ~LWW / ~ \ / ` 71&123 30 Concr~e 196.20 194.50 4.82 10.28 8.37 30.80 311. 212 0.80 39829 197.33 8.4 / \ \ o / 11 •118 75 Concree 201.50 18&50 0. 70.18 8. 5.80 9.32 144 2.08 2(8,46 199.73 7.9
~ ~ ~ ~ i I v 109, / y ~ v {~/INIFRED PHIL PS / / ' 120 TOP: 1 . STA 1~99.i , t / / / E% CB pa( G ~ p8 A20 i \ / T i' / / I L ~ ~ ~.MJ: 18.33. 4 ( i \ OP. 196.21 y ipq: 196.72 0' \ / 9 r~ / ` .i _ 118.178 16 Concrete 20270 26255 0.13 10.00 8.38 0.61 4.73 28 0.54 203.05 202.90 2.9 ® / \ \ / , ~ -J 120.120A 24 Concrete 193,80 183.50 1.71 10.14 8.33 10.90 31.98 5 2.00 396,51 196.50 3,5
21'~a ~ / / / INV: 1 2.41 ~ INY: 192.92 ~1 \ DB 3030, ~G 1 / i ~ _ ~ _ _ _ I , a.le Jii"' ~ 35 ~ 7 / ~ 1 1 PB 116, G / r ~ 1' i / 1 j ~ a. ~ / \ ~ / / d / ~ - \ 120.121 15 Concrete 194.25 183.75 9.18 50.00 8.38 1.75 8A8 ~ 1.72 396.51 19550 0.9 _ / Q - 120A-122 18 Concrete 194.24 193.60 1.62 1000 6.38 10.37 12.00 49 1.31 297.08 196.61 5.9
r \ i I ~ 1 / / 4 \ PIN #04 388 / / r 1~6 / j / _~3g ~ ry ~ 30 ( / r I I/ 1 II ~ n/ 30 /I ~/b 3N ~ ~o ~ ~ 123124 30 Concrete 196.50 19820 4.73 1022 6.32 30.08 41.72 28 1.03 39874 1986) 9.3 t \ ~ 924.124A 30 Concrete 188.80 186,50 0.89 10.00 836 4A2 84.85 4 2.50 399.13 199.33 0.9
1 / / r e '7 I ~ ~ /108/ 01.55 n / \ , ~ 151 I / \ / / / . ~ to 1.w \ l ~ 124125 24 Concrete 199.50 197.00 4.04 70.00 8.30 25.87 28.81 143 1.75 MI28 199.13 10.7 ^ 71013 ~ ~ ~ 200.201 42 Canolafo 173.30 97280 ii.Cl 11.89 8.02 7297 !20.25 3H 1.f! 375.97 174.56 SS2
/ / / ~ 115Q _ ~ I I i, / x / ~ ,3 / ( / ` ` / I L 1 _ _ ~ a / ~ \ \ / ~ / / / TOP 192.W ~ I ti4 { i ~ \ \ 200.201 42 Canasta 173.30 77250 ?1.97 13.86 5.82 87.88 145.97 38 2.11 178.94 17877 J.1 / n \ ~ , ~ ~ - ~ ? ~ ` 201-202 42 Concrete 178.40 173.30 11.97 13.35 5.89 86.88 149.70 940 221 179.98 174.33 7.1 \ 20 -203 38 Cawrete 177.45 177.10 8.55 13,27 5.71 49.19 87.87 34 7.03 180.86 180.69 7.0
\ / / / ~ - ' - - - - ro I-- - --F 1 ! (n ~ ~ INV: 7ss. o \ \ 1 ~ / / / / j r ( 1 /DONALD RL W EELE~2 \ \ ~ / / / 7 ~ ~ \ ~ ~ / t ~ / t 0 ~ 1 \ ` / / \ ) ~ i ' I o \ \ \ \ \ 202-270 3D Canasta 177.80 177.40 3.38 3025 891 21.51 28.00 80 0.50 180.91 180.69 4.4 / / / \ o, , J' r ~ \ 261264 ZB Cartcr~e 17820 17746 8.52 13.10 5.74 4928 88.07 72 1.04 181.71 161,33 7.0 ~h~ 204-cro5 38 Concrete 178.80 178.20 728 7258 5A4 4286 81.37 169 0.85 I8i.11 162.33 51
/ r 1 ~ 1 ` / 1149 DB 4 3, PG 392 ~ \ ~ ~ 1 4 F p / . ~A / t ~ o ~ / l I \ \ \V °'1//~ / 4 / / ~ V I I ~ 3 ~ ~ - \ 205208 38 Conereie 18070 178.80 726 12.28 6.91 43.33 55.60 11J 11.77 183.89 183.39 6.1
\ ! / / / I 15~ I PIN 25.4.3157 / '7/,? G~ \ R91 I 1 8:49'-15'~CP EX x8". iEE N / ~ 147 ~ ~ " / m 3.30q Ca A2YA ~ V i o i ~ , 206467 30 .Concrete 181.85 18120 8.35 19.28 891 40.33 St.lffi 28 1.55 184.52 384.24 8.2 \ 206.208 24 Concrete 16125 780.10 0.90 17,27 8.11 5.54 18.37 106 0.52 184.30 184.24 1.8
\ / / / ~ FORMERLY ,I ~ L ~ / ~ / -0+43 9 ~ ~ ~ v ~y4 A` T P: .za / 3 ; I ~ `I / 2 ~ ~ - % ~ \ \ - 1 Corrctete 7 t t. 8.05 70.05 8.35 36.70 ,S4 3.13 190.10 185.04 i5A / ~ \ ? \ I 3 t \ ( b- \ 208.209 24 Concrete 767.90 18125 0.87 50.06 895 5.67 18.78 127 0.51 184.40 i8A33 1.6
~ / EEi. "j / / / 13'3 `I~ / e FFIC 9 ICJ \ ` - - - - - DB 686a; PG 559 6 ~ / 1`- P / ~ ~ 0 ~ a / \ Ex 219 P n \ ~ ~ / \ 3 1 / I z9a2oeA za Concrete 762.00 7a1.9o D.4a 1D.ao 696 278 35-n a z.w 1a1.4o ie4.4o 0.9 n A A / o h - A ~ ~ \ V - \ 210.211 24 Concrete 778.80 177.80 3.10 10.17 8.33 10.74 37.5'5 28 2.78 281.37 161.15 63 \ \ ~ / ~ / / .~i °*~r.~ ~ `t , \ 2524 24 Crnaete 160.85 180.75 227 10.00 8.36 1454 3023 28 7.78 18242 162.36 9.5
1 / l PIN #0425.42.0195 ~ I / .l ° / / ~G ~\('j ~ , / ! , m o \ / / \ \ ~ - b 148 { / ~ Pti6~/ o \ E C8 23 ~ X' \ A / ~ \ 213214 3D Concrete 18928 788.00 4.69 50.00 8.36 31.37 71.04 42 3.00 191.17 190,70 14.0 ~ ~ ~ / a - ~--off ~ - t~ 16~ ~ 300-301 16 Cmaete 18870 18806 OA7 10.26 8.37 2.96 8-41 71 0.99 172,55 172.40 24
/ `Q" ( ( 1 153 ~ I / o ~ ~ Q Q~/ ~ / ,~,6~-24~~ ~ ~ ' 18 B , 33 . ~ \ 33 ` " i / ~ 271.25 24 Concrete 780.15 778.60 2.41 10.05 895 15.44 3291 78 2.04 182.09 161.74 20.2 j q/ \ /J5 ~ ~ 1 , \ D'~ 301.302 75 Concrete 177.50 18870 0.47 10.00 898 3,90 75.75 148 5.95 178.211 172.61 9.9
- ~ L ~ \>v ` siA. 3.7E / j EX CB ~ \ / ~ / . . _ _ cE, ~ ( 10+54 ~ 1 ~37 ` 9, 9.37) ~ ' 11 TOPS Y90.40 / ~ ~ \ / / ~ ~ \ s e Aso / 1 1 ~ t .60
\ ~ ~ r / 8 PLUGN!/2' BLOWOfF y~ TOP: 196.95 + ~ INV' B6 ~ / ~ \ m a,.44 / , ~ INV: 191.59 / ~ a a j ~ ~ ~ 24 IN4: 185.?10 J ~ / ,
/ ~ ( f '154 ~ / / I i ~ I / _ ~ l • ® , 10~ I r =s l c / ~ v 13+84 l ~r'q~C ~ / / / ~NM t 141 R
~ ~ } r " ' f n ( 9+ / ~ I ,+26.34 / ~ ~ « ~ v v / / / / v 6 ° ' v / iX 1 8" PL w 2° \ ~ ` ~ / l i 1 ~ INI 6, 96 1 TAP AND VAL4f / , ~ \ / / / \ ~ s h 12+4 .71
( 1 ~ F1 SEMB I O ~ os~° 6+21.42 X46/ \ ' ~C ~2q 101 p. E> / 1 e• , / / / ~ C, r, \ ~P i8,~25 ~ ~c 2 ~ ~i v ~i ~ / ) / \ ~ ,x09 7 6~ t~~. O~~ ~ \ \ ~ ` - - _ ~ 4 _ r ` ? I / - \ ' ~ /
/ ~ ~ / ~ ~ A ~ ' ~O ~ ~ \ / I 0.65 /
/ OLD DoMINI TOBACCO co, INC/ \ I ~ ~ 10 , \.p , ti s , / ~ 24- ACP 24-RCP -W~'1Gt ~ ~~11\~, r....,,. / ~ 0 0.50% A ) F~ f- ~ /
t ~ ~ i . ~ / ! / , `'7i q ~},p v x.44 m m.5o% E~CB 49 V . f C \ DB 4188, PG 864 \ ~ OS ToP: , 6.as / • 'Lq O't~` AC/A ~ ~ ~ \ . 06D DOMINION TOBACCO CO , N / ~ i ( ~ ,5° INY: ,92.9, ~ s \ ~ \/q i / ~ ~ ~ . a.~ , o ~ ~ ~
\ DB 4188, PG 663 / \ Plf~#0425.32-6070 l 1a~ l/// e l /za° INV:1922s / ~ o. F 1~4~ \ \ i , E% c6 pz oq - / ( / ' 1 / 104 / . /.y~ \(C / . TpP: ,E5 5 A 34 -3847 RCP-` t1 • O~1i03~ " 801'_15 , .`d ~ ~ ~ ~ r ~ ~
PIt,V #{0425-32-2439 ~ / / ~ 103 / o a"xs• ~os 7!/ / sa INV Iso.51\ ~ m i 3o°I .so.is ' ~ 1 / ^ ~ / ToPMzo7.oo l ybS' Ex e,~4e /,T ~ 43 ~ \ / 1 ~ . ~ / / INY: 203.20 ~ 0/S ~ i 4P:19336. / ~ \ / • 0 2.~4 c ( 6'OX) , ° ~ ~ ~ ~f~~r1Y . ~~-R' ~ RISER~3 iE~ / , \ ~ a, A 0.8~30Q-~° . 24 'DUA',_ ~ 18" FLARED END SECTION / - ~
- _ ~ ~ / ear / / / / \ -24 ~ _ r. / / ce~ ~ / / \ ~A / , 2 12+33 T. >s 15 . OUTLQT - ~ ~ v~r, ~o ~ . ~ ~ ~ " . . tCOMMQN ARER): , , w~. _ w/ R~ R~ Aa~oN ~ ~ / / ~
/ 1991 \ TOPp 207~A / i / / / 1 ~i INV. is" IN 202. / I / / ~ 'p ~ CB~104 ~ - w/ ~P APRON l / / ~ / \9O p - ~ GS LANGDON INC ? , /
/ I I i 416 ! / /9 / ~ 6~ ~ \ 12+ l 1 t1~15 OU 2700 x / /q ~ / / 5 / ~ , ~'~Q" R~v v ~ ~ - ~ - ~ ~ / DB 7313, PG 332 ~ ~ v / / / / /
_ - / _ 10 1, i/ ' \ ! r/ g,~~~ \ , ~ 142` / / 2 1 . Ex. xE'rE s•px / or / y e'/1~ / / \ \ / LOT 74 ~ 45 v ~ ~ ~_56 •{42, RCP d 143%' ~ ~ ~ / / ~ ~ PIONEER POINTE \ /
/ V~~ ~ ~f2d3 ~ ~ ~ SECTION 2, PART A REVISED / / /
\ 1 ~ ~ / ~ ~ 3+~f 26 703 80 ~ ° `'e: / \ / \ ac Ex. s° \ ~ / i ~ ~ 37 / ~ ~ 1 - ~D';;E ~ RAM D LO~iMENT( C PB 117, PG 083 ( ~ / / ~ / 37 ~ ~ ~ _ W/ 13P R,~P AF9zON D 7430r P~ 598 PIN#042551-9335
w - \ / 9~ / / / ~ 'BtSL / / r / ~6 1 ,
/ ~ , ~ \ / 125 ~ a - RI / 8 a / / y / \ ~ \ / n~Ar cArcH eAS9t . ~ s 91 \ / \ \ i ' , p~. I,' ` PIONEERPOIN'fE i 1 ~ / / / ~ / vvv f ~ ~ , i ECT~N2rPARTAREVtsE ~ ~ ~ ~
/ \ / NT / / / r ~ \ ~ 4 sr~s y ~ f~°~ H C~ ~ ~0 _v
i \ I ~ \ - \ I ~ / toy 0 rQ Q r ~ ; ~ ~ i PINB#8425`51 ~ 76 ~ ~ v / ~ / ~ / / ~ , ~ / ~
JOHN M. HALL \ / 11 ] ~ 96 / / ~ ~ 9 p \ , 1~ \ i ~ r ~ 1 / 111 / / 92 ~ \ v / ~ : RAM DEVELOPM T INC ~ / ~ / / / / ~ / / ~ . ~ ~ ( D6 7430, PG 6 A ~ ~ / / / /
_ DB ?320, PG 95 ~ V A / ~ ~ ~ - ` ~ ~ ~5 / /93 / / 38 bT. 5 ~ .160 i ~ i \9 ~ ~ RF~AI~ f~ ,RCP / / / / ~ / / / / ` LOT 72 ~ / / l// / / / / / i
s P.6.1~, PG I ~ \ \ \ / 4/,r ~ . T , (11i ~ 28'-t8" RCP / ,94 / / / ~ to7 ~ to2.( mac), PIN 1E0425.31.1896 / ~ 3 I ~ 1 , .7,~ ' ~ - J o.54z / / . ~ ir. F- \ ~ C, / ~ ~ J PIONEERPOINTE / / v ~
g ~ A A 1 r ~ T os.65 / / 0 1~ ~1 \ 4 ~ ~ ~ ~ , / / ~ ~ \ / ¢ 1 I ~ ~ ` INV. 1 N N.201.a - 6*00.4~ / TIOPI'FOUR P E ~ ~ / 7A ® % / \ ~ ~ / ~ \ \ \ '1 ~t ~ I ~ ~ INV: Is I zoz.ss " ~ `Y / / / ~ ~~A7ER' SE TION 2, PARTA REV) ED ~ / i ~ v / l/~ ~ i l / / / i ~ -LOT ; PB 117, PG 083 \ / / / _ % 1 ~ ~ ( / / i
• r \ ~ ` ~ ~ t , I t t 76 fIMV.~S" ONT . °,.Sa 5+95 RL ~ l , ` ( ~ \ ~i "f \ 1 ~ I t \ ze'-1s° cP ~ s+a 'OG .B. / 3t'>)I 'RCP 708 ° ON AREA) N #042551-5264 / \ \ / v v ~
/ ~ ~ /
~ I \ \ \ ~ ~ L ~ r \ 11 r - ~ - - r - ~ I M _ 4 8 38' , • ~ ~ 0 ! o JOHN M. HALT. I ~ / ~ ~ r 1 t ! / 1 / / / / i I / 1 1 ` 1 > / ~ ~ ~ 1
DB 6437, PG 492 ~ I 'r \ / \ \ V ~ 1 ^r t ~ O+ RT:e4+52 / I / I 1 ~ I 83 6+27 tk ~ i~ P.B.100, PG.160 \`C \ ~ } ~ 78 I I / I I 81 i /82 t'b9A \ / ~ ~ 5 , , RkS'ER~2 / ~ / ~ / / ~ \ /
PIN #0425.311774 \ \ \ / 1 1 I / 3+89 LT. b / ~ / a i \ \ 71 ~ - o zt4z ~ ' +3a / / / ~ 8+44 dtf ~ ~ i / ~ / ~ \ / t ~5~2 RAM DEVELOPMENT I C ~ / ~ ~ / i ~ ~ ~ I
~ ~ I ~ / 31'-15" ~ ' / 38" F1J+~~END'$ECTfON / ~ / / r - V - I
~ \ / ,4 2.13 ( / n / ~ ~ ~ / ' ~ ~w/ t~P 'RAP APRON _ ; ~ J DB 7430, PG 598 / ~ ~ / ~ ~ ~ / ~ ~ ~ i I I I 92':~~ ~ ~ - _ - LOT 71 / ~ / / .r. v ~ / ~
O K _ - D, , JURISD(CTIQNAL `1~IONEER-POINTE / / / / ~ ~ _ ' i i i
m 2 - ~ t01~ 1 / 3 _ ~ ~ 723 ( - 8~8%~t~ . c d 1L ~ ~ (CNER51Zf fl0 1 ° SER t 9SER~1 , i - . ~ . ~ ~?!E'TLANDS SECTION 2, PARTICRF~IS~D _ ~ ~ v / ~ / / / / V ~ ~
~ I " 0 110 ( 80X} 8~t00A ! 154' 01A?1ETER ~ i ' (SAUd-209-00035) ~ PB 117, PG 063 f / / / / ~ ; ~ ~ ~ / ~ I ~ ~ t slcl%a1aER ~ PIN X0425-51-4176 / / / / / \ ~ ~i ~ , ~ ~ , (~EIINEATED"BYSAMUEtA CARTER _ _ v I / / / / / ~ V A ~ I
RE i / ~ ~ S C0 t r0+37 ~T. ~ a - i r O'dERSlZE 80X) W SKHdNER < t GEORGE-BFWt~FEGILMO ~ '~~J tX~it6 n0 • / , / , t ~ . DDB 7401, P6.415 d N 6 / 1PS U IC I I 1 t r - i5 moo/ ~ ~ v ® ~ ~ 3s FtAP 36"-FLARED, END SECTION ~WETLANDSOL`UTIONS LLG,} ~ / / / / / / / ~ ~ ~ A / / / / ,r \
~ / I I ! • OF15-L. 1$ ' 1 i13 80X ~ ~ ~ ~ ~ `o_~ ~ %W/ RfP;I / PIN#0425-31 70 1 E \ \ J _ i f5. - I / / / / \
~ L / _ ~ ~ i. / / / ~ ,~~`v v v I I ~
~ ( , / 68` _ ~ v v 65 t ~ I I I i i / - aoa ~ , '=~s'~rtce ~ ~ ~ I 1~2 3~6''RCP o ~ / ~ / - ~ ~ / / / , ' l ~
~ l l i ! 1 t ~ o , I I i l 58 I I ~ ~ ~ a2° ~n ~ ~ ' ~ . ~ o. i I / rr / V l t r • t20A r 5~~-;V ( / (I/ /o- ENO ~C~~N"" ~ sue, n .0.505% ~ \ % / / \ \ \ \ i7 \
~ ~ 7 / V I 49115 RCP o 1.3r1 I ~ • -W :'RIP" RAP ,N°~ ' ` ! ~ / ~ _ _ ~ _ 6 ~ ~ ~ ~ " ~ ~ ~ ~ ~ I / / ~ ~ ~ ~ ~ , ' ~ GRADING & STORM DRAINAGE PLAN
FIELD - - - - - ~ i ''m 4 / • JC, JR. R WIFE SATiE t i o; . /
, , £ DB4604, PG 25 ~ o' DruINAG~ ! ~ o ~ " ~ ~ ~ . ~ ~ ~ ~ ~ c PIN #Q425-31-0491 \ / - - nSEMENt" 29'-15' m ' _ ~ ~ . r RCP o ~1 t, , .o.._._. ~ ~ I ~ /
N M ` 2+40.1V LT. ! . 1.72% 7-
c ~ ~ \ 122 -0 D / I `CATCH M*ftL to m P.B.13> PG. 21 SECTION 4, PART 2
\ / \ 1 I I T q , PROPERTY OF
N / N o 1 \ 1 C K ISION / _ V I \ 5 BEA F RE W
0 1 3 ( - \ t Z ~ ' 'Q~ ~ KAS DEVELOPERS, LLC PEARCES MILL TWP. CUMBERLAND C.
LACK FOREST UBDIVi \ \ 6 EE - - 1 ,,4 P.B. 35, P 3. A / A Dr ER & WIFE CY
o \ ` P.B. 33, MARiQ[`! K. BLAC~( 6:B. 7432, PG. 18 SCALE: 1100' FEBRUY 209
s DRAT E AR 1 / P.B. 100, PG. 11 / 0 m o in D.6.1045, PG. 445 GRAPHIC SCALE IN FEET
yUW~ -100 -50 0 100 200 300 f / NE / r P
WayEyQRi / MOORMAN, KIZER & REITZEL, INC. 115 BROAD O,,,,AVE. FAYETTEVILLE, N.C.
-4 -w -wE iMe6 waiERw C y /
SSn .a ~~E & G\DRIVE f ( \ i MOOER & QC~C 'x~ PHONE [phone] FAX9484 X388
g~N t ` f R 99 l \ / ~i l! - SHEET 3OF1

~ Q ' " ~ A ~
NOTES:. ° w w , 1 ~ 1 ~ S ! I
! S INDS SEC ION THREE CROS , Q w CROSSWINDS I ~ ~ / ~ T.B.M. --LL / ~
7. CONTRACTOR SHALL VERIFY THE LOCATION5 OF ALL EXISTING I w I c~ ~ _Q PB~4 PG 2 _ ~ ' I ` BOLT NEA6~EST "M" IN MUELLER ON F.H. \ \ , ` ~ \ ~ @ INT.'7EAHORSE R~& SPE~AF~IUS g8 R.
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. I Iz SECTION THREE ~ ~
2. ALL WATER & SEWER MAINS, LATERALS AND E J Q (n"" a ~ - ~ PB 84 PG 72 APPURTENANCES SHALL BE TESTED IN ACCORDANCEWITH i ~ (o ~ 92 \
PWC TECHNICAL SPECIFICATIONS. 1- to \
3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, N 24' 09.50 g3 ~ ` _ ~ ~
i ( Q`- 94 SHALL HAVE GRIFFIN SEWPER COAT OR PROTECTO 401 \ ~5
I I U 96 LINING 24 INV 209.07 ~ ~ ~ ~ ~ ~
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1 , - - - s s ° 7 ~ LO F _ - 9'
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\ ~.I 3 ~ \ I ~ - ~ ~ ~ ~ ~RGINIA AROLYN CARR01
I ~ B , +4 1 ~ CATI'~RI E B OOKS CARR
LEGION MANOR SOCIATES TO : 2.2 P 2 44 INV. o .o \ p X ~ B X46, PG 564
DB 5890 PG 126 1 3 ~ STA y+75 R ~ \ ~ A ~ ~ t ~ ~ ~ ~ ~ ~ PI #0425-~-722 ,
- ~ I o1 CB ~6 PB 108, PG 177 0 ~ TOP: 209.4
~ ~ INV: 205.46 ~ ~ \ ~ , ,
PIN#0425-33-8073 ~ I ~ , \ ? ~ \ ~ ~ - - ~ ~ , ~
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\ OK C RRAL MORTGAG C. CHARLES PEN~E & WIFE
~ ~ CELESTINE E. S~ w ~ 9 TINE E. SCOTT ~ ~ R1A PENCE
- DB 4843 PG 7 843, PG 786 ~ ~ \ B 7471, PG X28 fZAD1A MA ~
~ S ~ o PIN #0425-42-$ 0425-42-8fi38 / PI #0425-5 -4232 DB X271, P 58~ ~
QI ~ . s F-- ~ 3 \ \ ~ ~ 425 ~ 2-5286 ~ ~ / PII~ #0 ~
( CA z( / ~
Q C~LESTINE SCOTT ~ ~ / ~ ~
~ - ~S
of ~ ~ N J ~ 7678, P 420 / ~ ~ ~
( _ , ~ , ~~tu ~ ~a+~3 iti 1~.- a °,r EC A,rCv 3 ,kV ) ~ PIN #0425-52- 549 ~ ~ ~
~ .,2iM i~ iS' r I ,`Ti ^ 4 'Jt~:".~ S ~~S ~ °i` ,}.c.k=-.` ,l ' 1 r :1' a ~ i~, { r s, c , ' G l - 1 ~ / ~
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ANNIE L. FORBES h~EIR ~ ~ ~ ~
A 1 + .31 - ;f ''w I `z~r~',. ~ ,t : , ' m' ~r r,~ z1~?i °s DB 3388, P~258 ~ ~
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PG 741 I 2z . ~ ~ ~'4v 1G ,I ~ m ,\"AF ~r , , _ ~ / ~ ~
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'32-V i 44 \ v ~~.rS I f ~ a I ~ k" T+.'y. ;r;. ~a.4 ' `>,.4 y 1 _t` 1, ~ j ~ ~ \ ~ ~ \h r ~ T - i ;1 A `fit l~, x~ pry, ~ TOP: 208/50 / / /
r~a Ana - 1 t rq, le \ f<~ tN~.~ ti q s 24" INVj' 202.69 / / ~ / ~ ¢ 30" INV: 202.59 ~ /
~ ~ , tYr -y~o , ~.ir r ~r '3." s b r^~ f h< ! J Y I: A a l,: . ' .og, / / 2+1 SEWER ~~qq--FALL ' /
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~ ~ _ ~z ~ - - - ~5 1 .r ~ , h, ~ 30° ~s DR. / ~ ~
i ~ P / i ( ~ , ; ~ ~ INV: 197.50 / SAN. 5EW MH~16 ~ ~ ~
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~i I .i SO r, f/1 ( , 3 UT \ 7 5 0 ~ C~ GRADING & STORM DRAINAGE PLAN
p ~ 1 + 2 HILLI S & WIFE I ~ V E ~ `,~~punrrrggri
I B R ~ \ ~ :21.3 ~ STA 199.1 w ED PHILLIPS ~B , ti~- CROSSWINDS
I IN : .3 C ~ v / V: 1 9641 ~ 0 . 72 ~ ~ 0 ~i~
g / \ ~ ; P: 212.48 \ 30 G 661 I ~ . SECTION 4, PART 2
c ~ ~ . 1 IN .2'9.15 \ ~ / T
M '7Q iL 1Z PROPERTY OF f
142 -32-6388 ^ a" ~ v•... i~~~~R::~ KAS DEVELOPERS, ~
Ac ..e`~ PEARCES MILL TWP. CII ERLAI~ N.C.
- 51
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INV. 4" IN ~ 206.47 DB 443, PG 392 I PLANNERS MOORMAN, KIZER & REITZEL, INC. 115RO~pF00T AVE. FAYETTEVILIE, N.C.
~,NV. s" OUT 205.80 149 SURVEVIORS PHONE [phone].ZO388
$ s / ~ , i 15~ 0 ~ N ( PIN #0425-42 3157SEE ~HEE b 8 moo MR & REITZELI INC. S 3A OF 17
FQR [=QF?hA=Pl V UA6
J)r J 42,

NOTES: ( / m / ~ . / / \
t CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING _ - - - - - - ~ DB 686; PG 559 UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ~EE SH ET 3a OF 17 ~ a ~
2: ALL WATER & SEWER MAINS, LATERALS AND PIN#0425-42~-0195 ~ . „ ool ~ 14
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH ~ ~ /FOR C NTINUATION 153 \ O ~
PWC TECHNICAL SPECIFICATIONS. 0 ~ o~
3.' ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, ~
SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECT0401 - _.i / ~ 78 /
LINING I ~ o+ ~ , ~ o
' 1_U W OW 9 OP: 9 .9 ~
P 7 7.4 ~ ~ V' 199 ~ r ~ ~r ~
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ODD DOMINION TOBACCO CO., INC / \ DB 4188, PG 664 / \ OP~ 9.8 ~ / I NV. ' .91 ~ ~ (1
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@ INT. SEAHORSE RD. & SP~EARFlSH DR.
BtA F RE T SUBDIVISION / ELEV. NAVD-88
~ \ ~ \ LACK FOREST UBDIVI~ON 6 ~ ~ - - \ ~,aao~""'~~~~,,, GRADING & STORM DRAINAGE LAN
~ ~ P.B. 35, P . 38 ~ ~ ~ ~ ~ _ ~
~ ~ \ ` 4 P.B. 33, G.9 :.~of~ ~ CR~SST~INDS
~ \ ~ ~ - ~ SECTIQN 4, PART 2 _
\ \ \ \ I o 1
Ln 21 PROPERTY OF
C
KAS DEVELOPERS ti
1 $ rf PEARCES MILL TWP. CUMR A D CO, `C.
O to 1 SCALE: 1"= 60' EBRUY ~0
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O ~m o r) -60 -30 0 60 120 `f 180
G m t O \s p n
o ~ EXI TING 6" WATER \ PLAMEW MOORMAN, KIZER & REITZEL, INC. 115 BRO~f?F007 AVE. FAYETTEVILLE, N.C.
Y o \ (VERIFY SIZE & LOCATION ,IVE SURD PHONE [phone] FAX\~) Y`484=0388
qq~ F.- I Li TG\DRIVE N /
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NOTES:
I 1, CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
I ' UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. ALL WATER & SEWER MAINS, LATERALS AND
J \1 ~ ~ APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS.
f / r k , / \V ~ ~ s p ,~j _ C~ 3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE,
I I i > V \ ~ N \ / z z ~ a \ ~ 1 SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401
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~ m 0 , \ ~ ~ r 0 ~ m ~ ~ . - ~ Z 0 t~ ~1 , ~ < ~ l 80LT NEAREST "M° IN MUELLER ON F.H. ~ @ INT. SEAHORSE RD. & SPEARFISH DR.
Q ~ m ,P ~ I. ~ ~ Z / / ~ ~ ELEV. 179.69 NAVD-88
'U t1't W - ~ ~
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y , / ~ ~ ~ ~ ~ ~ GRADING & STORM DRAINAGE PLAN
® s o m ````IIIIIIIIIIPPp~~/
O o ~ •,,1 W OD ;D t,r o ~
~ , cA~~ C R~ S WIND S ~ ~ ~°:'~ES ' SECTION 4, PART 2
~ ~ ~ ~ . E Q .
~ ~ 3 n , E PROPERTY OF
m ~ e
~ 1 ~ -r` / / ~ ?46ef? KAS DFVELOPFRS. LLC. rP'~°~~°~:
PEARCES MILL TWP. CUMBERI#IND GO .C.
SCALE; I"= 60' FEBI UAR ~ 2009
GRAPHIC SCALE IN FEET%'
-60 -30 0 80 f 120 R 180~~'
ENOINS MOORMAN, KIZER & REITZEL, INC. 115 BROAOFOOT AVE. FAYETj~IiLLE, N.C.
PLMN PHONE [phone] FAX (Tfi1494-0388
SURVEYORS Dw s zT
i \ MOORMAN, KIZER & REITZEL, INCs S H E ET C 0 F 1
3 2_

i~ 90 GRt1S INDS SEC ION THRE ~ , ~ / ~ J ~Q W CROSSWINDS S Temporary Sediment Basins
z W r~ ~ ~ 1 ~ L T,B.M. ~ ,Z SECTION THREE ~ PB~4, PG 2 ~ taEL ~ ER'ON I~H. \ Size Faircloth Skimmer
a 1 1 \ ~ BOLT NEAREST M ITV MtaELLER'ON t~l ~ J I~ PB 84, PG 72 1 ~ \ \ `o IATES +s I° v~ s2 / \ ~ ~.SEAHORSER R . & SPAR I ~ LEGION CROSSING ASSO O \ \ ~ 1 R ~ &~SP~AR I Maximum Final Surface Anti Flotation Emergency
o > D6 7054, PG 668 O sa i \ ELEV. 179:69 N -8~ - a ~ 94 \ _ N Drainage Drainage Disturbed Composite Rational Required Required Area Volume Riser Barrel Barrel Barrel Base Size Orifice Emergency Spillway
~ ~ I \ 0 95 PIN #0425.33-81'86 I U O 96 \ ~ i \ ~0 \ o III ~ ~ \ \ \ \ \ \ \ Basin Areat~] Areat~r Area C Q2~1 Surface Volume Prouded Prouded Size Riser Wier Size Invert Out Slope {LxWxD) Size Diameter<4j Top of Dike Spillway Width \ \ ~ Number (AC) (AC) {AC) (Assumed) (CFS) Area (SF) (CF) Length Width Depth (SF} (CF) Basin Type (in) Elerfion (in} Elevation (ft) (in) (in) Elevation Elevation (ft}
- s \ \ ~ i ~ \ \ \ TSB#1 29.71 29.71 11.43 0.35 50.74 22,101 20,745 SeeNote3 SeeNote3 4 22,602 .65,570 RiserlBarrel 54 178.50 36 174.00 0,50% Tx7k2.00' S 4.8 181.00 179.50 10
.I .132 - - ~ \ \ \ ~ I - - ~ I ( ~ - \ \ \ \ \ ~ TSB#2 30.91 30.91 5.57 0.35 52.79 22,996 1Q11D SeeNote3 SeeNote3 5.5 25,103 82,067 RiserlBarrel 54 177.75 36 172.50 0.50% 7k7k2.25' 6 5.4 180.25 178.75 10
III 1 _ _ - \ I / ~ \ \ \ \ I I ~-2- ~ I \ \ \ \ \ - TSB#3 4.77 1.73 4.77 0.35 8.15 4,663 10,09$ SeeNote3 SeeNote3 5 5,060 12,527 RisertBarrel 24 172.50 15 168.00 0.50% 3.5k3.5'x1.75' 3 2.4 176.00 174.50 6 \ ~ \ \ ` TSB#4 3.59 nla 3.59 0.35 6.13 2,671 6,516 74 37 4 2,738 8,214 Skimmer Basin Na Na nla Na Na Na 2.5 2.1 204.00 202.00 10
I , 3 4~ 1 5/ i / A\ ~
O~ J I I ~ ~ / / ~ ' ` ~ / I / \ a ~pR / I ~ 6 / ^ 1 \ ~ ` \ i \ ~ Notes
~ ti _ 131 ~ q \ ~ ALE NDEE~HAR JR AL / / ' \ \ 2 ~~Gp 0 / ~ ~ ~ ~ ~ ~ \ 1. Maximim Drainage Area includes all areas tributary to basin duming constmctioq and Final Drainage Area includes area tributary to basin at completion of construction.
1~ OR I ~ ~ 0' PIN #9'425-5 -0031 i t \ \ ~ 2. Assumed Time ofConcentration =10 min. ~
~ ~ ~ } I 1 \ ~ / ~ \ / l ~ 1 I / ~ ~ \ ~ 3. Detention Basins to be used as sediment basins until site is stabilized. \ 4. Skimmer size and orifice diameter based on 48 hour approximate drawdown time. {
. \ ~ ~ ~ / ~ 1 1 \ CONSTRUCTION SCHEDULE
\ 130 ~ ~ ~ - / _ / ) RIP RAP OUTLET PROTECTION NOTE:
\ I _ ice--, ` - ~ / I I I _ ( J~~/- \ Project site contains jurisdictional wetland areas, as indicated on the plan. These aeeas shall not be disturbed unless
\ ( I SITE ~ _ \ GAPV~q COURT v ~ I \ Rational approval by the US Army Corps of Engineers has been obtained. Temporary sediment control measures shall be installed ~ A+~rage
LEGION MANOR SOCIATES + 50' PUB IGRM! ( + , \ \ ~ .4 ~ a ~ ~ I ) ~ ~ ~ p flow outside of the wetland areas until such approval is obtained, at which time the measures will be relocated to allow for work Q Pipe Velocity Stone NCDOT Apron Apron Stone
DB 5890, PG 126 129 W , ~ ~ ~ ~ _ _ I ~ e - r ~ 2~ ~ ~ ~„i~ Outlet Diameter lO~o> Out NYDOT Diameter Rip Rap Length Width Depth within the allowed azea of disturbance. Structure (dn} (in) (CFS) (FPS) ZONE (D5D} (in) Class (La) (ft) (Wa) (ft} (in) 1) Obtain all necessary permits and plan approvals.
PB 108, PG 177 ~ ~ + ? ? \ , J HEIDELBERG DR PIN X0425-33-8073 \ ~ , ' \ \ ~ \ _ _ ~ FES#100 48 75.96 11.5 3 23 1 32.00 36.00 36 2) Preliminary staking and flagging for clearing.
Q \ \ ~ - - ~ I I ~ ~ ~ I ~ FES#1 36 14.11 3.7 2 13 B 18.00 21.00 24 3) Hold Pre-construction amference before work begins.
VICINITY MAP zl ~ ~ 9 ~ ~ 1 NOTES: b.rs. ~ 128 Q- 10 $ \ \ FES#200 42 72.67 13.1 3 23 2 35.00 38.50 36 4) Grade and install gravel construction entrances.
WI _Z-~ r ~ I \ V ~ y ~ t FES#2 36 17.27 3.9 2 13 B 18.00 21.00 24 S) Clear and grub only enough of the site to install the primary sediment control devices including the sediment basins ~ and skimmer basins, along with the necessary perimeter diversion berms and silt fences.
WI > ~ % \ ~ 1 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ~ , ~ , @ / \ FES#30D 15 12.45 9.9 2 13 B 7.50 8.75 24 6) Install primary sediment and erosion control devices including the sediment basins and skimmer basins, along with
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3j po i \ \ / - ~ FES#3 15 4.73 3.9 1 6 A 6.00 7.25 18 the necessary perimeter diversion berms and silt fences as soon as access to the aeeas can be obtained for each
2. ALL WATER & SEWER MAINS LATERALS AND ) ~ ~ _ _ / \ CELESTINE E. scoTT / \ : }I i 127 U \ 0 DB 4843, PG 786 I I \ \ ~ Slope Drain to structure and measure. TSB#1 15 1.71 10.0 2 13 B 7.50 8.75 24
APPURTENANCES SHALL SE TESTED IN ACCORDANCE WITH / ~ 11 ` ~ / PIN #o425-a2-s638 / / 7) Begin grading of streets to subgrade and dirt balancing and grading of lots. Slope Drain to
PWC TECHNICAL SPECIFICATIONS. Qi 12 13 14~ 1 / 3 AL 1 N PIP I A TARY RV ' 15 \ \ C~LESTINE~. SCOTT I I L DUCTILE RO ENS NI SEWER SE ICE / f / TSB#2 18 2.28 10.6 2 13 B 9.00 10.50 24 Note:
p ' " of J i `~a - .J 7678, P 420 / SHALL HAVE GRIFFIN SEWPER COAT OR PROTECTO 401. N, m \ ~ / / ~ / Slope Drain to In the event that the slopes surrounding the water quality/seditnent basins and adjacent to wetland areas cannot be
/ I 126 ~ ~ PIN#0425-52 549 J LINING ~ , ~ ~ ~ _ ~ , Q ~ I , ~ TSB#3 12 0.86 8.4 1 6 A 4.00 5.00 18 stabilized using conventional methods (seed & match), slope stabilization measures (erosion control blankets) will / / be required .Start clearing and grabbing for the streets, easements and lot grading areas.
J , - 16 y. ~ ~ ,m J
\ I ~ ~ ~ : \ ANNIE L. FORBES bJEIR I I / i m ~ s!oer~nu, , . ~ ' ~ ~ ~ DB 3388, P~258 / / / / f ~ ~ t ~ t ` } \ \UIR1u1NIA CA-ROL~N CARr2~OLlt rj \ ` S) Fill in existing sediment traps and basins.
\ / , Z g_ } 11 . \e PIN #042 2-0402 / / / " , H -125 'd ~ r / . ~ / / CATHERINE BROOKS G~ARRULI ~ ~ / / O'CORRAL MORTGAGE INC. ~ , \ \ D>3.~646, PP~'564 r~r ~ J ,r Note:
/ _sloav - 8 V. A.. ~ r/ I \ 1 TOM J. KEITH r , ~ _ ~ / / / / , BHA LE~SP€I~,CE`~ WIFF~ PIN #04~-52.72p r `~L" ~ Existin erosion control measures diversions, silt fence, sediment basins, skimmer basins, etc. are to remain DB 7471 PG 828 ~ ZAp~A M{~RrAPENCE \ ~ ~ ~rr ~ ~ in place until proposed measures are in place and operational. )
i / ? DB312$PG741 I / ~ / \ ~ / PIN #042,5.52-4232 ~ ~ DB 72Y1, ~G158~ \ \ / r r \ \o\' / /
\ PIN~0425132.6742 I - `q / ~ A / / / / / ~ / ~ ~ / / PERM. DI ER ~ PERM. DI ERSI ON ~ PI~I #045- 2'5286' \ ` rr '~J' \ ~ 9) Finish dirt balancing and grading of lots, seed and mulch all disturbed lot areas.
I ~ J ~ / , ~ ~ ~ / / BERM D CH ~ 124 ~ ~ ~ / , ~ ~ ~ / ~ / ~ BERMtDiTCH / ~ \ r ~ 1 ~ ~ 10) Begin installation of sanitary sewer mains and laterals. / ~CONSTRUCTfON~I.IMI ~ , ~ , \ r/ rr 11) Finish sewer and begin installation of storm drainage.
i 1 / ~ ~ / o / ,J . ('ryp,) t r ` \ I2) Construct drainage structures, instal] catch basin inlet protection, fuiish installation of storm drainage.
t _ 1..117 116 ~ 0 , j ` ~ ~ ~ ~ \ S \ \ ~ ~ l ~ \ 13) Install riprap aprons at storm outlets. ~ gQ / ~ \ , , 14) Install water line, laterals, etc.
I J , , MEND Z! f' ( / 15 :.114 ` . / ~ ` ~ e ova ae~(ovFRSIZE Bo~ , - / / / ~ ` ~ , / \ 15) Instal] underground electric or electric conduits.
- ~ i gE \ w ~ l ~ ~ / / / 2~ ~ ~ / ' ~ / ` 16) Finish all rough grading; adjust manholes, catch basins, etc.
~ / 1 -q~~t~ \ w, 123 l l ' ~ / S~ / , • J - - - - ~ ~+5`' / \ / o- c i2o 42'-3D• Rte- - , J / ~ / \ ~ ` ~ 17) Install sand-clay or stone base and fine grade streets. ~ / X \ ~ 18) Pave project.
~ , , ,~~s j .113 / ,o ~ / / 26 / G / J r J / ~ / 26 / / 13126 ! / , ~ 19) Install meter boxes, adjust cleanouts to Bade.
i'", I / / ~ F / , ~ ~5 ~ ~ / /~f~A . , ~ k 20) Fine grade shoulders, easements, etc. ~ / ~6 RT ~ / ~ 21) Grass, mulch, and stabilize shoulders, easements and any other disturbed aeeas.
J til 22 ~ / 'A,I 1 ~ sraa+ o.r.ee. (o eox~ / 112 , ~ G rr' 8' { ~ / \ ` SILT FENC~ ' ~ 1 ~ ` ~ 22) Builders buy lots, file individual lot erosion control plans and begin lot construction.
~ ~ 1-1 / ~ N ~ 0~ ~ / / ~ J \ - i \ 23) Remove temporary erosion control measures only after all upstream areas are stabilized. Some erosion control
~ l}'' / ~ / ~ ~ ~ 111/ / _ ' J ~I / , , /s-~s' ~ / / ~ ~~~-tiQ ~ ,~b i y" y ~ , \ ~ measures, like the sediment basins, wi13 remain in place for the duration of the project construction activities. Some ~,Qj ~ / / ~Q \ \ of the temporary skimmer basins will remain in place where they are protecting storm drainage outlets, but others will
/ x ~ P, / / - l I z2 ~ ~ J / 119' - / ~ o v / ' ; ~ , ~ \ _ be removed prior to the sale of the tots to the individual builders, but only after all of the disturbed areas have
1 I :121 ~ ~ / I / ~ ~ ~ 0 ~ _ / I / I / / 'gym ~ / 24 J Q ~ ~ r~ " ' , , j ~ ~ adequate stabilized groundcover. The intent in these areas would be for the individual tot builder to install sufficient ~QJ ` e • ' , / ~ / \ measures on his or her lot to insure that no offsite sedimentation occurs from the individual lot being disturbed.
, ' ~ / 110 / / ,Q l / d'iil,i `
J / ~ » ` ~ HuNnH wcr.(~ry= v~,~~~+ J ' ; -tt+''98. RT.29 SILT'FE CE • / ~ \ / / ~ ` NOTE:
rr I - ~fl / / sr our~ALL u LE t R PHILLI S & WIFE / / + 9 v ~ sr ~ o g eox ~ 'u"~ S E ~ / / i 1001 / / / ~ ,~?,fl = oy o ' Fr. ~ CB~2D6 ~ . • ~ ; \ \ \ 1.} ALL DISTURBED AREA(S) AND PARTICULARLY h ` ` ~ ' \ \ EXPOSED SLOPES SHALL BE SEEDED, FERTILIZED
yVINIFRED PHILLIPS - 120 / ~ / / 1 ~ ( ~ ' IN TEM .DIVERSION ~ \ \ ~ ' • , ` \ \ ~ I AND MULCHED TO INSURE THAT GROUND COVER IS r' PR 1'6C (~N~ ER~NJDITCH ~ ••~t ` \ \ PROVIDED WITHIN 21 CALENDAR DAYS, FOLLOWING
DB303Q~G661 ~ ~ / i ~ ~ < / ~ / / / _23 ~ " / ~ I PB 118 G 07 ~ / , ~ 1 136 / 135 / ~ / / / / ~ 3(~p ` l 3~ ~ ' • , ) \ \ \ ( COMPLETION OF ANY PHASE OF GRADING; PERMANENT
PIN #042 -6388 / ~ / / ~ / ~ ~ / / 2s'-3o' cP ~ i / / / , ~ i / ®1.55% pC' U ~ \ - - ~ ° • ; ~ ` ' / \ \ ~ GROUND COVER FOR ALL DISTURBED AREA(S) WITHIN
J I \ ~ / - / / 108' / / ® , 96.13 NTING BtPl~ ~ / ~ ` • _ _ \ \ 15 WORKING DAYS OR 90 CALENDAR DAYS (UUHICHEVER j 2 os S ouTFALL, ~ ~ • , + • ~ - \ ~ 1 ~ \ IS SHORTER} FOLLOWING COMPLETION OF CONSTRUCTION
( / / / i I / / / /2 / , ~ / , / / , ; ' \ DONALdEARLWHEELER ~ / / / \ a a ~ ~'~1 ~ ~ ~X)' / ~ / +ay;` , + \ ~ OR DEVELOPMENT.
/ / / / , J DB 143, P(~392 / / / 107 ~ ~ ~ \ 31 / / I \ / PEN 425-4 -3157 / 1 4 / I ~ r ~ 4 ` .~pQ. ~ ~ ~ ` ~ \ ~~;A~ ~ / ' / ! / ~ ` 3 - y ~ 2.) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
~ / ( ~ ~ ~ ~ J ~ ~ • , • ; ~ ~ ~ ~ / NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
i 'Q ~ ~ ~ t • ' ~ \ \ ~ / ~ VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL
D ALD EARL WHEELER / i RAV CO S~R~ I ~ ~ ~ ~R~ ( ~ ~ ~ ~ ~ / ~ tt ~ + , ` " + \ ~ ~ / DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT ~ ~ BoX w t "•`,Y•`, , \ ' EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION
~ / DB 6860, PG 559 / / ~ _ ~ C~ / ` 13'3 L ; ~ ~ _ ; ~ i I NT NC PIN 5.42.0195 / Cv' / xw xw ~ / ` ~ ~ • ` " ~ / / / OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE ti~ ~ ~ / ,`Y•~,`: `r,~.°t+• ' \ / / PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
/ - \ J , ' ~ E~ X33 ; , ~3 ' ` " ~ • ~ ~ - ~ / DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
~ - - / / /137.. / / I ~ , ~ / ~m
y J ~ ~ / I` / ~ l ~'i ~ °0 13+84 L IN ET • ` _ - / ~ , TOTAL DISTURBED AREA ~ ~ / vQ Dt 4 P OTfC710N \ . ~ , • - - - -
~ ' / / / 102/. r a ~ cDzE P.) 41 I ' ~ ~ ~ , - / 27 ACRES
~ I ~ i I 18 r ~ / o~` ~ / h ~ ~ ~ S 12" TEMP • - 72' "RCP ~ ~ QPE DRAIN / 15" FLARED END SECTION /
\ ~ / /T / / o j ~y' 72' ; / :101 / I N ~ ~ r.. 0 0.3 A ) . - 1 RIP RAP APRON / / . / / ,
/ / ~ / 13 1 -
/ / I ~ ~ / ,9~ 14~ ~ ENTRI~NCE i ~ oMIN10 TOBACCO co. INC/ v ~ 10 ~ ~ .44 i% ` l OLD D 91 N / ~ I / / \ ~S ~ / ~ /1 •r 42 1
OtD DOMINION TOBACCO C0•, INC / ~ \ DB 4188, PG 6 v / \ ~ 100 Y05 j / \ .A A~ / 1 0 ~ / r
\ DB 4188, PG 663 i \ PiN`#0425 32.6070 / ~ / Ci - ~ ~ j " STRE T CUB 1 / ~ / 104 ~ / ~ / #0425-32-2039 / ~ ~ / 103 _ / / ~j i' AS D ERSI0~1 T CUB / 34s~36 REP,` "ao • " ; ' \ ~ ~ / / ~
~ J / Itt / _ l ~ j ~~9 P. ~ ~ EGR , J r i.END sECTropI` ` ,`2• ` • ~ GS LANGDON INC ~ ' /
- _ ~ ~ / ~ / / / ~ ` ~ 24 R 0 204 a RIP Rql~ ,nPRGN` , • , SILT.FEtyCE`,`+•`•` w / ` ~ • + • + r + ~p.)`,•, " ' DB 7LOT 74 332 ~ ~ / / / / / / _
199 ~ o ' / ~ / ~ J „ / ~ i I ~ / 90 / /~3+s~ / t2+ Lr. ffi ~ . ' • 1'~MP,~D{VERSiQN/' . ' , + / PIONEER PO{NTE ~ \ / / / ~
J i 9 - A - Z ~ ( ~ ~ ~ / AgocH~o4 cB tta $ p ~ " .~E~IUItQIT>uFF ` • ` : • SECTION 2, PART A REVISED ~ / / / / i
-210- J ~ . ' ~ ~ / ~RAVEL~O TRUCTION ~ ' •S ~ ~ ~ / ENT~,N~E i`• ~ , ,z x/141 45 ~ `56:42; REP,`Ov t.#3z ' • ` / PB 117, PG 083 \ / / / ~ ~ r ` • ` ` ~ ~ PIN #0425-51-9335 / / /
CONSTRUCTION LIMITS _ ~ , ( s,~~ / ' 12+ \ ~ ~ ~ • Ft9~E0, RAM D ELO~MEN7~ C / /
~ q ~ _ ~ / / 89 ~ 03 (OVERSI 80X) 3 15" RCP ~/201 0 SI ,1•?ID C11QN • / / ~ ~ ~ 3 t5" RCP ~ . w/.' RAP ADROty' Dg 7430, PIS 598 ~ ~ /
V ~ ~ / 0 .Q3 i . . ~6 18' P , LOT 73 ~ ~ / / J i / / ~ ae ~A ~ 0.8 `+`y ` •Y' P~ONEER POIt~'iE
~ ~ ~ ~ 2+52 LT. ~ ~ I ~ / / a$ ~ ~ D1~125 ~ j \ / RISE / / 91 / ` STR T C
OPEN THROAT CATCH BASIN E-{U ING p ~ T J ~ , ~ . ~ AS D E QIV ~ ~ STREET U_ UT ~ / ` ECT ~B 11APG 083 VISED ~ ' ~ / ~ / / / /
"1 ~ a / 5Q' PUSLi F~/, / / ~ to 5+t5 RT. 'ftS T3NER5 N GR~VELCONS rUCTiON v e ~ i / l ~ ~ ~ ~ (TYP:) S N ` ~ f PIN119425-51-6276 ~ / / / /
JOHN M. HALL ~ J N ~ 96 / / ~ E~ RA CE. I D6732U,PG95 ~ / , ~ ~ ~ ,a n ~ ~5 / /93 / 8+38 LT. ) h / / • + ` RAM DEVELOPM T INC \ ! ~ / \ / J /I / / / / ~ / _ ( DB 7430, PG 5 / ~ _ / } / / \ ~ / / / i
o PG.160 4 I ~ ~ , X97 RELAY 15 MCP / i / / 07 ~ ' o ZE 80X P.6.10 , ~ \ / l I ~ ~ `26'-~~-Rai ~ !94 / j i~{ / ~ ~ 2-( ) OX) / / ` `Y'~`'~ ~+'y`/ : LOT 72 / / / / / / / / /
PIN X0425-31-1896 3 I 1 75 ~ ` m' .54% ~ / ' ~ 86 33 LT. ~ • j' • • " • ` J PIONEER POINTE / ' • ` ~ •f SE TION 2, PART A REV1 ED ~ / / i / \ \ / / / / I / / / / / / /
a / ~ ~ 2+55 T. ~ + i ~y~-- _ G ~ TIOPd'FOUR P E_Ot~E _ ~ .1_ ~ ~ ° ~ ~ CB 2 0 Z~ x ~ SE I ~ ~ 85 / / /
o \ 2+59 RT. \ t I ~6 " OVE ~9 / 3t'-t "RCP / •y~`+•~.~."y,•,"+ /Y: ``'•.i-•`:-' N #0425-51-5264 / / / / ~ \ / ~ ~ /
4A 0 ZE NI ` CT / J ` 6+3 LT. I ` m ` ET t u \ ~s 77 . ~ I /
° JOHN M: HALL / , C \ \ ~ ~ 32' 5" CP ~~r i ° \ PR C N I ~ 29'_30" Cp / , i O6~ 8+5~t RT. DB 6437, PG 492 1 ~ / I 0+3 Ri~4•Fb2 CX - / / / ~ 83 +27 t.T. Ofi Z~ Box / ~ ~ ~ ~ j / `RISER ~ ~.i~ , / / ~ ~ ~ ~ `
~ STR CUT ` t.0 z t / $ T \ PG. 160 / $ TREET CU ~t09A P.B. 100,
° / EVER ~ '-t8' RCP ~ A DIV SIGN ~ PIN #0425-31-1774 0 21#x + / / 1 / 89 LT. ~ 6+44 RT • _ ~ /
s ~ . ~ off (o zr` a . . $'p~ . • END'`$E'Cdl • Y Y+ `,`"`r+``' RAM DEVELOPMENT I C ~ / ~ ' ~ ~ ~ / / / ~ \ \ _ / ® w/`f~ i~A~ ? ` • . DB 7430, PG 598 ~ ~ ~ / / ~ - \ /
~ _ 2 ET SL08L` NN • ` ' LOT 71 / / ' ~ / \ \
u, q. - - - ~ p 0 =rR TECTION /pAa C • .y • i. ' ~ ~ 2 2L. - • " " `PION€ER-POINTE \ / ~ ~ i i ` ' : " : • SECTION 2, PARTA`REVIS~D i
23 ( ~ Box), ~ E t'.- i. o / % ~ ~ - / / ~ ',N~,*~ •Y . " 0 ~ ;dM1 DIA'AtE'li~ ~ ~ • `Y ~V r• ` ` ` " PB 117, PG 083 / / / ~ ~
a ~ OURT ~ - . _ g~to (ovER eox) _ ,~~tooA ovERS Box) ' W INDIA WELL ~ 0+37 fir. 4+ T. FE GILMORE - - ~ w~~i . ' PIN #04251-4176 / ~ / /
Q GEORGE & tat1 'PUB ~y C8/tt6 2E BOXj _ _ a E~ m / '-15" RCP ' ; ~ DDB 7401, P6~415 6 / 0+15 LT.~4+1 7 + RT. ,52~ / D S'fCTiON s .38"~.FLAI~a gaa`s~~noN,'•• / / / ~ / / / / / ~ ~ ~ ~ , ~ ~ \ \ I
z / PIN #0425-31 0 y / ~yD" JBpt t5. (o st g it jA ~ ~ RIP-RAP ' o / / 7x GITAVEL D V 10 • . ~ ` 5~/ (~IP.RAP,APRQ~1• • ,'j'`, / / 1 ~ / / / ~ , ~ ~ i ~ \ \ \ \ 1 ~ ~ ' 1
m / ~ ~ / n(o zE x) / ~ ' / ,
~ ~ 68 65 , ' .
Z I / 20A , . REJN . j N / / ~1 0 t.3t% 2+ RT. FE,10 E' • ~ ' • ' ` i . ~ ``•~Iti~>=?.v~ ~ : ~ .',~`i~~.` ` ` ~ ~ ` EROSION CONTROL PLAN
o i oB 2t ~ • : • .'r ' $ ~H CET
w J JC, JR. & WIFE SATTE FIELD / .a ` ' • BASIN n / / • • l' ~ DB 4604, PG 25 / . SKIMI I ~ . ~ . . ~ . • • , ~ e ~ o~....o... 9 CROSSWINDS
J 1 25-31-0491 \ _ 29'-15' RCP a P N #04 ~ t.72X 1 ~ ~ /
g ' , ~ I / / 1 ~ 2+40,\ LT. / ~ ~ / J i ,SILT FENCE 1 RAD F11VG c,nnl \ DI~122 ~ i .i ~ / ~ CONSTRUCTION LIMITS ~ ~ , ( / / r/ \ , ^ ~ ~ , , / _ : ~ ~ SECTION 4, PART 2
a ' , ~ BERM/DI OP THROIT CATCH (TYP.) \ \ B&N - - ' PROPERTY OF
U) 0 O /
5 PC N ) \ ' BEA F RE SUBDIVISION KAS DEVELOPERS, , %
u \ LACK FOREST UBDIVISON P. ' 3~ \ \ / \ \ PEARCES MILL TWP. CL11ERLA N. C.
C? P.B. 35, P . 38 1 \ \ \ DEXTER & WIFE fjANCY soffit ` SCALE: I"= 100'` JY 200
o \ 4 P.B. 33, G. 9 'l," ~ ° ° ~ _ \ ~ ~ - MARIO V K. BLAC , D.B. 7432, PG. 18 / GRAPHIC SCALE 14) FEET
D.B. 1045, PG. 445 P.8.100, PG. Al 1 o m v P.B.1h,PG.21f I \ i r) -100 -50 0 100 300
ENGINEM
O \\j i - f SYIRYEYORS MOORMAN, KIZER & REITZEL, INC. 11BR6ADF00T AVE. FAYETTEVILLE, N.C.
o GRAVCONSTRUCTION - I ~ ~L \ - / / PHONE [phone])484-0388
°n I \ E \ YOONWAN, KIM WJV.ELs INC. \
i SHEET 4 OF 17
L L
U

CURVE 5 BRAWN BY' CCSBGB
T.B.M. BOLT NEAREST "M° iN MUELLER ON F.H. PI STA.10+28.50 CHECKED: JMK, JR.
@ ~ INT. SEAHORSER RD. & SPEARFISH DR. R = 997.10'
~ O ELEV. 979.69 NAVD-88 DELTA =11°27'15" LT ~ ~ REVIEWED: JMK, JR.
O~ $ Q• F CURVE 3 L =199.33' ~
~J F S N 0 F PI STA. 0+57.41 ~ ~ T =100.00' v ~ / ~ °A~: Ju~YZ~os
Cp 8 _ , ~ R - 732.42 NT 0
to ? l F ~ ° „ O ~ 3 U l~ 0+00.00, 3.0o RT = DELTA = 8 5751 LT ~ o qr , OF ~1 CD =199.00' / / /
~ G l a io , l~/ 0+00.00, 3.00 LT INDIAN WELLS DR. E =114.59 NEB c1~~~,®N ~
6 tU ~ lV 4+29.66 CROSSWINDS DR. _ , p J ; • T - 57.41 S 4+62 SCIPIO LANE
Gf ~ ~ SAN. SEW. MH~9 , S~~R G~ , 6~~ ~A~NT.~ ~iN. ~6 ~ ~(t1 ~ 43 ~
~ TOP RIM 201.53 CD =114.47 Q'V ~ ~ ~i
~ IN . 8 iN W. 1.90.38 ~n , R' I OUT 179.41 ` ~ ~ z
~ ~ i . 8" !N S. 1.89. CURVE 4 J n r
Q V. 8 OUT E. 1 8 PE STA. 4+66.12 Q~ _ , ~ 14~ ~ s~~ ~ a ~ ~o.
~ 0 5 D!A M.H. W/ PIP LID R - 500.00 _ ° 29' 1 ~E 1Nf.~~ , 5+15 LT. SCIPIO LN.~ ~ o- ~ , A
2 ~ h~ , - - Sp. 0 DELTA 28 18 25 LT R g/ ~ ~ 29 -1•~" RGP Z , CB#103 (OVERSIZE BOX ~ a ~ ~ z
y 35 ~ - L - 247.03 6+32 LT. S V / 1.0~% ~ t TOP OF GRATE i 85.46,,,E o ~ a a
~ ~ ~ '~+1 R' T =126.09 CB~109 'x+15 RT. SCiP10 L.N. ~ fNV. 15 IN 153.0 a W
6' ~ - ~ TOP OF GRATE 187.55 - --i ~ ~ CD - 244.52 .2 ~ ~ n CB# 05 , t INV. 30" .U~/OUT 181.75 ~ „ ~ TOP OF GRATE 185x46 72'=30" RCP ®1.26% ~ H w ~
a A 30 i INV. 15 OUT 185.18 TOP OF ( W - - ` 6+27 LT. INV. 15
4x \ CB#1 4 ~ ~ / 8+38 LT. 3 0 2 tf' ~ / ~ CB 109A 1 LT. INV. 15" OUT .183.7 ~ ~ ' ~ ~ Z ~ o W
ss TOP OF GRATA 1 I # ~ CB 107 ~ ~ t TOP OF G TE 187.60 07 P~ ~ i ~ P`I\p ~ ~ a ~ G~
W I 15 OUT 1 f TOP OF G$ 185.49 ~ ~ INV. 5 OUT 185.28 ~ ~ 5 T 183.11 .49 N ~ ~ o ~ a p i.i i f 25'R ® ~ ~ ,,i'~ SS ® ~ / ~ o o W
v, ~ ~ INV. 1 31 -15 RCP ~ ! l J 1 ~N
6 .13% ~ h p ~ ` 1O7A ~107A \ (R/W) N „ FvC S R.-2 ° ~ ~ ~ U w a W
~ / # o ~ ~ . RCp ~ OP~OF GRA 185.54 o ~ 8 LT. 85.54 ° ~,8 ~ p. ° 2 ~ ~ A
o h ~ 1.--- 5 O T 183.21 ~ •68~ ~ _ INV. 1 183.21 3a ~ S C•/- , \ \ ~
- _ :112 " : 8 per'` ~ I c ~ ~+65 ~ ~.~1
. ~ ® .S ~ TOP ,OF< GRA 190. 2 5+13.00, 5.00 RT. 31 15 R P ~ < Sp n Q r \ R ~ 1.00% / ~ 2 ~ INV. 15 OU 186.$ SAN. SEW_,_. M 7
. • , ~ M ~ ~ ~ 9+33 ~ ~ 2 ` ~
S ~ OP RIM 189.1 , M C \ ~ M F 0.. INV. 8 IN 180.19 / h j M ° ° 4 eJ B#102 (OV ~ZE BOX) , / v
F / ~ 3 M S s - 0 ti ~ R w IN . 8 OUT 180 R F cp ~
~ ® n DIP LATERAL TOP ~ 184.82 , ~ i a 119/. 30 IN 80.84 4 U , T` ~ ~
N 8 e ° .6~% Tj p w, ~ o a N F 1 + T. M •S' ~ ~ w INV. 36" INS T~ 179:2,0 i a
U T/ 13 (OVERSIZE BOX) 38 38'- 5" RCP ® o rn ~ \ , i
0 ~ I~?F~RATE 196.77 ° ~ w 1.00%\ ~ ~ n ~ ' l , \ 1 i 10+50.00, 2.00' RT
/ / n ~ _P cn ~ lk 15 IN P,T'. 1 -Q' S R- 1 •
~ l . 30- IN 189 9 1.31.. -36 GP 5 ~36 7 0 ~ 1.53% 12 , . 6+43 RT, ' ~ N ~ 180- \ , ~ \ SAN. SEW. MH#4
36 OUT .79 r 0. V. $8 ~ I ~ CB 10 OVE Z B9~f . 8 ~ ~ \ ` N TOP RIM 184.56
r ~ ~ o I ~ TOP OF .GRAT1~ 7.44 / / a ~ ~ ~ , ~ ` ~ INV. 8" IN 176.77 rn ~
-0+15.62, 16.75' RT. SPINNAKER DR.= ~ 0,-15 RCP ® ~ -ItdV. 15" I 184. 6 r'''te. \ E ¢ ` ` ' ~ ~ ' INV. 4" LAT. IN 177.39 F N
_ / 0.50% C 0+15.12, 16.91 LT. INDIAN. WELLS CT.- ~ INV. IN/OU 1 1.55 55 \ 5 2 ' ~/1 Z ~ ~ ` INV. 8" OUT 176.72 ~ ~ °
4+15.47 15.00 LT. CROSSWINDS DR. , 1 I / ~~'o r } m m
1 JB 115 OVERSIZE BOX ~ `1 # t ~ , 0-RT. 2 ~ \ ' ~ mmm
TOP 200.62 CB .110 OVERSIZ~`~BOX ~ ~ F 11
- - INV. 24 INS 192.50 +79.00 4.98 T T 18.9 TOP OF GRA E 8 9 ~ ~ r- SHED 1 ~ p ON >
INV. 30 IN W 194.00 S AN. EW. M 8 INV. 36\IN` OUT 183.14 / M ' ~ / - SEE ~ ~pN11N~ 8+88.21, 3.62 RT. SPINNAKER DR. _ ~
INV. OUT 192A 3+9 RT. \ 111 L 30 0 TOP R 1 1. , IM 9 38 ~ ~ 8+63 RT. FO 5+69.00, 0.11' LT. SC{PIO DR.= Z
CB 11 OVERSIZE BOX iNV. 8 1N~182.12 ~ ~ GB C ° TOP OF GRATE 190.77 L ~ GB#106 (OVERSIZE BOX) SAN. SEW. MN#5 ~ w
INV. 4 LAT. IN 182. ° INV. 15 IN 186.67 ~ TOP OF GRATE 185.28 TOP RIM 185.65 z Z ~
INV. 8 OUT 182.07 ° NOTES: INV. 36 IN/OUT 185.15 I INV. 15" IN ,182.73 INV. 8" IN W. 177.63 o W 0
INV. 36" IN{W) 179.87 INV. 8» IN N. 177.80 > ~ U
II 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL IXISTING INV 36 IN (E) 178.50 INV. 8 OUT 177.58 ~ ~
UTILITIES PRIOR TO BEGINNING CONSTRUCTION: . INV. 42" OUT 178.00 ~ ~
2. ALL WATER & SEWER MAINS, LATERALS AND d d
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH PWC TECHNICAL SPEClF1CAT10NS.
3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, ' : _ ' }
SHALL HAVE GRIFFIN "SEWPER" COATOR PROTEGT4 401 DGE CURB ~o ~ ~ N
LINING UQ ~ti1g41Nfl~
4. ALL CONSTRUCTIONTO BE INACCORDANCE WITH.ALL PWC 2Z ~ ~ t~~~'4 / ~
AND NCDOT STANDARDS AND SPECIFICATIONS. 5. ALL MANHOLES. SHALL BE VACUUM. TESTED IN ACCORDANCE : ~0 •.,~i9
WITH PWC SPECIFICATIONS. x
210 _ ~ _ _ _ _ _ - , _ _ , T_. _ _ , _ _ _ _ ~ _ _ ~ _ _ . _ . _ : cv ; ca . _ ~ _ - _ _ as _v _ rn _ ~ _ _ _ . _ - _ _ I . ~ _
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_ - _ . _ _ _ _ _ _ _ _ . _ _ _ . _ _ _ i ~w _ _ _ _ _ _ .
_ t _ _ . W
0+15.1 - _ _ - _ _ = _ _ ~ _ - _ _ _ _
4+15.4 - ~ - - _ _ _ _
JB 115 - _ . _ _ _ _ _ _
TOP 20 - _ _ _ _ . _ _ _ - _ = _ _ _ . _ _ _ - . _ _ _ _ _ _
. _ _ _ _ w _ _ _ _ _ _ _ INV. 24 - . - - - _ _ - _ _ _ _ _ . _ ~ _ _ W__. _ _ _ _ _ _ _ - _ _
INV. 30 _ _ _ . _ _ _ _ - - - _ _ _ _ - ~ - -rte: - - - _ - - - - - - - -
~1 fi-__. ~ = ~ _ .L INV. 30 . _ r_.__ . _ _ . _ _ . _ ..__...___.p_- _ - _ ...-.._..n.._.___._.__ _ ~ - ~ _ -a7 -C ~ - - _ _ . - - - - - - - - Q T P OE_
_ _ - I j i - - 1-. Z
T~._- T_1` .8 _ _ _ .mom _ _ . . - - - - - _ -a - - - _ - - _ = _ = = - - 200 ~ ^ ~ - - _ . ~ - - - W
200 _ .T_ _ _ _ - _ m-..___ - s. - - - _ - -_m. - r-
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BOLT NEAREST"M" IN MUELLER ON F.H. CHECKED: JMK, JR.
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ELEV. 179.69 NAVD-88 cuRVE REVIEWED: JMK, JR.
PI STA. 10+28.50 DATE:
SEE SHEET 1 i OF i 7 MAY 2409
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PI STA.13+06.60 DELTA - 45 00 0 LT FOR CONTINUATION _ 0 W ~ N U
NOTES: R - 280.00 NO CURVE o ( }
DELTA = 6 4914 RT 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING L = 33.33' ~o~ U N
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ,
2. ALL WATER & SEWER MAINS, LATERALS AND T =16.69 7 0. 4.
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PWC TECHNICAL SPECIF1GATlONS. PRQFILE OF TOP aF CURB
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5. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
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p A 1 f BOLT NEAREST M IN MUELLER ON F.H. i CHECKED: JMK, JR.
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, ~ ~ 2 R=237.26 DATE:
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BOOK NO. I SHEET
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v INDIAN WELLS gjTj)W 5
C7

DRAWN BY: CCBIBGB
T.B.M. BOLT NEAREST "M" !N MUELLER ON F.H. ~ CHECKED: JMK, JR.
@ INT. SEAHORSER RD. & SPEARFISH DR.
ELEV. 179.69 oy REVIEWED: JMK, JR.
DATE:
JULY 2009
t- SEE SH 2+88 LT. ~E~ 7 ~
OF 17 _ .FOR C ~ a ~p CB#120 ONTINU 0
R A110N G•~'a31 TOP OF GRATE 198.10 U ~~Ap » ~ LL T.B.M.
~ INV. 15 fN 193.75 ~ U cn BOLT NEAREST "M" IN MUELLER ON F.H. SEE SHEET C OF 1 ~ CB#202 (OVERSIZE BOX}
4+16 LT.CROSSWiNDS DR,= ~ J m ~ / INV, 24 IN/OUT 193.50 I ~ ~ m 0+37 LT. INDIAN WELLS CT. W m J n
_ r r E~LEV.179,69ORSER RD. & SpNAVD-88 DR FOR CONTINUATION TOP OF GRATE 183.35 INV. 30" IN W. 177.40 INV. 36" iN N. 177.10 z
~ 2+83 L . ~ a / I T P F GRATE 200.8 ( ~ 1~ ;r ` 72'-36" RCP @ INV. 42" OUT 176.40
V? ~ 7f 1 ~ L ~ t ~ ~c l ~ CB#12 A ~ 2+69 15 IN N. 197.0 Q' ° _ Z5;+g5~+/~`~LT~ 10+06.08 BE 10+06.08 BELLGROVE DR.= 1.04% o
~ ~ o 52 LT.CROSSWINDS R.- ~ ; ~ TOP OF GRATE 1 8.10 I-r-i ~ 4 r'??~TORw1~~C~~ 9+52.89 HUI IN . 1N OUT 194.50 0 ? / Ar +37 RT. INDIAN WELL CT. ~ ~ 9+52.89 HUNTING BOW DR. CB~203 (OVERSIZE BOX) 5Q R W ~
m I N 193.60 Z - ~ 4• ~ C ' 205/65~~~ PROP SSMH / :(1 {rid , r ~ x Z B#117, ~ ~ f^ ,i DROP STRUC PROP SSMH WITH INTERNAL TOP OF GRATE 1$3.46 ~ ~
.--Hd'V. T 193.60 ~ v~ ~71NU. T~~IN,. N.201 51 - ~ ~ -c N ? ~ OP OF~GRATE 200.87 -p ~ TOP: 191.97 DROP STRUCTURE (BY OTHERS) INV. 36" IN/OUT 177.45 30 B S ~ p ' z TOP: 191.97 10+04 RT HUNTING BOW DR. ~ _ ~ W J O ~
0''`' :V7~1 .15 I E.~02.55 0 8 G.V. ~ /`Z / ~ NV. 15 IN N. 19$.50 ~ ~ r N Z 2+40.30, 35 LT. ~ » a7 I ; ; T S. 201.50 INV IN (N): INV IN (N): 184.75 RELOCATE F.H. FROM 10+05.26 3 ~m ~ d ,...1 w
I~V.15' U N~ ~ , ~0 Di#122 (OPEN THROAT 4g _ » o ~ INV. 15 OUT S. 198.2 --I r INV IN W INV IN (W): 180.11 BELLGROVE DR. 13+03.71 ~ ~ Z ~ w ~ O ~ w
~ - 22 -30 RCP ~ -f < ; f , ( ) ~ SAN. SEW. MH 14 1 J r # OPEi~, RCp 45 ~ - - f INV OUT: 18 INV OUT: 180.01 CAP EX. TAP @ MAIN IN 8 PLUG WITH ~ Z ~ ~ ~ ~ ~ ~
~ ~ TOP RIM 200.56 ~ 3+ ®2.27% 25 R INLET 197.00 1.31% o rte,. r ~ » 5'R p ,I , i ACCORDANCE WITH PWC 2 BLOWOFF 1 ~+64.841 ~ i°n~ ~W Z A ~ o Q'i v
INV. 2.45 INV. 18 OUT 3 ~W) ~ 4+43 CROSSWIND ~ l f REQUIREMENTS & MOVE TO NEW , - w O ~ W
~ (B/c) ~ ~ S SNEET ~ ~ 8-~8. CROSS ~ • ~ , 1~ j REMOVE & RELAY > SHEET 10 OF 1 LOCATION (REMOVE EX. PLUG , ~ ,ACC S = U a
a » F R CONT o ~ . - - _ ~ » F GE 1.94 ~ i N ~ & BLOWOFF - TAE` 3 2opEN S~C „ „ t!) ~ ~ ~ ~ R CONIINUATIO EX TE1E~ •y ~ ~ INTO EX. MAIN.) ~ ' \ ~ S OUTfAGL w a
z ~ 28 -15 RCP ,f ~ ~ 127-24r.R£ » M`.~.~ ~ 4.29% ~ \ ~1 ~ STA 12+92.14 L ~(g STpRM ~qo w O z a
' X246 -8 V ®0.79% 35-18 RCP C - 2 S S; ~ 1.07% ~ ~ 5+95 RT. ~t /A ~z1 ~ ~ cB~24 25 R ~3 &2 R ~ E+ ~ V ,A a 1 T0~`~1~.25 R/W) b~ BftLGROVE DR v W
Sp 1 'R ~ -26.-~:S. (~U~.aO~ - o+ 2.14% , ~ ~ r 3 -o ° 20 D.I° - ~ REMOVE EX. G.B 39 3 ~ lll~ ~ 20:51' ` ~ y~~i ~ ~ i~ INV: 180 65 13+3 ~ ~ 12+69. 1 SPlllfilAKER DR. v~ A
~ w w ~ ~ 2 ~ CONSTRUCT '8 ~ w ~ ~ / N~ ~ ~ ~ ~ NEW TOP 8„G o SAN. S W. MH#3
w w w ~v w w - , / • TOP OF GR'~TE 20 ,21 i ~ ~ `EX'~.. (~B~ ,~23 GRATE 184.36 W @ TOP RIM 183.77 ~ ~ 1,~1 i A,.T P~ 191`, E'~3 3~- ~ " a
f w ~ - ~ - - - W + INV. 1r5 ,OU1`~ 02.70: `Q'~ : 1 .61 1,x;9: ~ i~~~ w ~ W INV. 8~~ IN 175.62 ~ a
W ~ ~ ~ 3 -15 FRCP ` : 3+79 CROSSWINDS DR. ~ ~ ~ ~ 4+29.66 CROSSWINDS DR. = ~ o / ;lam CON T;~Q~ ~~INV:~18 EX~' ~V ~ so • RCP ~ ~ INV. 8 CUT 175.57 ~
0.50% 8 G.V. ~ ~ ~ ~ O+OO.QO 3.00 LT INDIAN WELLS ~T ° %E EXISTING \ ~ ~ , ~ ~o' ~~~i ~ 1 ~ , t ~ RCP C~ 0.50%' s ~ ,-~J . ~ ~o-~o ~ ,.-TRA~'FI EAR~~\ ~1 TO,Pr~ " ~ ~ w
f ~ ; ~ _ ~ 0+00.003 3.00 RT SPINNAKERS DR. 8 G.V. -p + ~L01~(OFF:ASSY & ~ ~ ~ , ~ ~ . ~UNQTIOi~~~ ~ R M .48`, ~ ,w ~ EX 6 SS + v ` ~ ~ ; IOW ~Q ~ 90.~8~i A `~'i . ~ . SOR p qp% ~ o ~
SAN,, SEW.:MH~13' ~±15.47,,~1.5^ LT. CROSSWINDS D~. . ~ , 2 , ~ ~ ~ 2+8~1~'T: ~ - ~ ~ < ~ SAN. SE~~ MH~9 %C N1'fNU 8 EX S ~ 198.98 ~ - ~ - z ~ _
R 6 TAPPING StEEyE .TOP R M 1 ! ~B 1~20A Ofa-5.12, 16.91 ILT It~DIAiG"'WE S CT.- ~ I n < Rli~fi~:53- . 5 T 0 ~~'~IATER`(~AiN - R i~ ~ -1 _ , Ai~D VALVE ~ „ IpW. $ IN 191.67 , -T4F~ OF GRATE 198.10 -0+15.62, 16.7 RT SPINNAK R pR. ~ N ~ . W. 190.38 F AtE~ ~ _ ~t- - s `~,s ~w ~ ~j N\ @i ~ " ~ ` ~ C6~21 ff a ' ~ / , w S~r~~'-~ ~~~~o i , .,~4 OF RAZE 182.
Y I V. 8 fN 8 ~ X~6 ~ C~ER INV. ,8'~ OUT; 191.62 » JB 1.15 OVERSIZE BOX ua ~ ° - U ~ ~ ' ~ ~ y ,~6 ~ , RAtN ~ RCp ® INV. 2 " IN 177.80
,INV. 15 OUT 195.60. # ~ ) ~ ~ ~ ~ z ,,~--x ~ ~ t ] i , Z IN . 8 IN S. 189.09 .VERIF LOCAL ,ON = ~ ~ TOP 200.62 - ~ ~ ,fk; w ~ ~ ~ ~ x ~ \ ~ N ~ E S ~ INV. 30 OUT 177.80
( ~ ~ >r~ 1 » ~ tY ~ ~ ~ IN . 8 OUT E. 1$8.80 ti~ ~ ~ 'o r INV. 24 III. S 19.50 r. Off. + ~ ~ 'o + 2.8'98 L'/~ ~ ~ M STA 13+ 3.O~~ENl' p ~ ~ "
,e ~ rn 5 ~ JA M.H. W PIPE SLIDE ~ ~ ~ I , ~ ~ INV. 30; IN W. 19 ~ ~ _ ~z , ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ n ~ 12 0 29 -24 RCP ~ ` ~ , N ``,,SS~@ 0.;40% ' ~ f ~ ~X 3~M H @ 2.7
INV. 30 OUT 192. ~ o o ~ ~ 1 r~ EX\~ a ~ a r~ \ ~ ti.~~ ~ ~ { ~ ~ p TOP: 185.27
~ ~ ~ ~ Y, ~ ~ ~ U - ~ i ` a ~ s~ ~c ~ `RC p ~ . ~ ~ ~ ~ ~ 12~+-29:~941~ ~ ~ INV OUT:1 7.91 ~ o 0
_ _ L - ~ Z ~ ~.5s ~ 9+96 BELLGROVE DR.- , _ ~ `,9 ' 9~ ~ ~ ~ ~ / ; ~ ~v~ ~ NEW RIM 14.70 f, ~ ~ k F N
} ' _ _ ~ cn w 9+63 HUNTING B ~ ' ~ '0 3V ~ / ` ,''~;y ~ I ~ O STA 12+92.14 R ~ s. ~ o rn rn t~ 'y~, i~\ 3`$,~~~24~ '\EX 18 4 11-~,,5~1 ~ . 1 ~ EX CB #25 ~ + ° L
_ f ~ - 8x8 TAPPING SLEEVE & VALVE `,0.50• o ~ \ , ` ~ ~ ~ '0 1 5 } m m ~ ~ i ~ t TOP: 85.2 ~ m C7 C~
1 ~ , EX CB X22 '„f ~ ~ 5 OF W . ~ ~ ; ~ o •s; ~ A 4 ~I N.~g1~3.5 ~ ~ A~ A ~'p 24" INV: 180.51 ~ ~ m m '1
~ NEE. TOP: 192.00. ~ s,. EE ~ N S A¶0 INV: 188.20 ~ l ~INU , ~ ~ ' ~ 0~ \ ~ \ ~ i'~ '130" INV: 180.15
~ ~ CON CURVE 6 FOR , ~ ~ ~ ' \ 8" I V 1 ~~~17 ~ ~ ` ~ S ~ H EW TOP GRATE 14.36 ~ i~Y~ / - ~y; ~ ~~(~k""~ ~23 ~`~U 179 `5 ~ T ' S ~~5 , ~ 13+57.50, 56.47 RT =
~ P{STA. 2+09.99 ~ " ~ ' \ , ~ `REM"t~fN)~, ~ ~ ~ ` » ~ 12+12.70 15' LT i~-
I R = 540.48 oM~;~; ~Ui ~ ~ ~ ~EW , 18~ , 4 1~w P~1< 1 .7 ~ P ~ I ~ ~ ; » ~ ~OF:~~190.~4 - ~ ~ \ ~ \ \ SPINNAKER DR. z w ,•,i EX 8 GV 15 INV: 1 6.6~•. ` ~W' ~ OP ~ 13+57.78 52.07 RT = Lu
O 1 II LJ.! x DELTA =10 3415 RT m" ' ~ I , ~ ~ ~ \ ~8~' NV IN 177.62 12+16.70, 15' LT CB~211A ~ ~
L = 99.72' 0 ' I z ~ . o. + E 24 INV: 185.80 INV OUT: 177.52 SPINNAKER DR. TOP GRATE 182.94 Z ~
T = 50.00' H o ' INV 24" OUT 178.70 ~ ~ 10+90.13 NEW RIM 186.38 CB#211 ~ U U
CD = 99.5T z TOP GRATE 182.94 6 OF 11 ~ U U
NOTES: ~ 2 INV 24 IN/OUT 178.60 SSE Si-1o~,~N~p~ON a n.
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO BEGINNING. CONSTRUCTION. ' BELLGRQVE DRIVE F°R ° ~ Z r- N
2. ALL WATER & SEWER MAINS, LATERALS AND
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH s ' y
PWC TECHNICAL SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, 50' R/W - 3D' B-B ASPHALT PAVEME101T W/ 2' WEDGE CURB z
SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401 9+50+/- TO 13+ 25.79
LINING
4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL PWC
AND NCDOT STANDARDS AND SPECIFICATIONS. ,
5. ACL MANHOLES SHALL BE VACWM TESTED IN ACCORDANCE WITH PWC SPECIFICATIONS. 22a 21 a E
22a _ ~ _ _ M ~ - ~ _ 5 a _ ~ M ~ r _ 10
_ , __r ~ rn . _ co _ _ _ a . _ n.. ~ ~ r u~ _ . _ . _ . _ ~ N ~ _ _ - I I . ml - 1 ~ e- ~ ~ _ _ _ _ _ Di
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_ _ _ _ _ _ - I
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_ _ ~ _ „ _ I . - i NV 1 UT S. 2 1..5 _ _ ~ I :e__ _ . _ i _ _ - I , ~ ~ ~ ...~N 4-- OU -1 3? Q I V. 15 IN N.~ 19 :5 _ . _ i 0. 5, O I ~ ~ - -
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~ i_ i _ _ . • I T0~'. 9 ~ _ _
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_ _ _ ~ - _ _ i _ . _ _ I h... . 1._. _ - _ _ _
_ - _ _ ~ INV_. 2:.~ E _ UT: 4.9 :5 : ~ v _ ..~r_:.:._ _ : _ I - ~ _ : _ j ~ I _ _ _ ~ _ _ . _ ~ . - _ : ~ 200 ~ ~ ~ rn
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_ _ _ _ n. ~ _ _ . _ _ - _ _ 15 OUT 19 :2 _ _ - INV 30:_J:: ~ 1- 40 - i~l 5- EN N. 19 . I 0- E Al
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EGI ~ . . a . _ R _ ~ON _ . _ _ I ~ - - - _ _ _ _ _ _ . . ~ . v....____~ (n W ~
o _ _ _ _ _ i _ ~ - _ _ ~ _ 2 _4 3 5_. i _ _ I . _ -T _ . ' - _ - _ ~ _ _ _ _ _ . I - _ _I ~ i OPI 19.2 N Q 0-G ~E 8~6 QO
N _ _ _ _ _ _ . _ _ _ ; , : TING 15 RCP _ _ . _ _ m _ I - _ _ . _ - _ _ _ _ -e- . - i _ ~ , _ _ 38 TO CB 39 ~ _ _ . . . - - ~ INV_: 1 2 ~ _ . _ _ _ 24' k U 'iw8 _ ~ = ~ 1L Q. ~ . ~NE y ~ 4. _ _ _ -
# # o _ _ _ _ _ _ _ _ _ _ _ i ~ ~ Wf: H NEW 29 -15 I ~ _ ~ _
N FH ASE BL ~ i ~ - ~ : 11 _ - _ _ _ _ _ w _ _ . - - - - 0 4 _ ~ _ = 2 9~ -
o _ - - - k I k3 I - ~ - .4 ' _ _ _ _ _ _ _ _ A I ___y-- _ - _ _ - -
w ~ T - , - _ _ - _ ER ~ _ I ~ ~ T _ _ ~ o _ - _ _ _ 8 - - X E 4=- ~~,a8~ _ " - : _ - -
- _ _ _ _ I _ _ , _ ~ - _ ~ - - - - i _ ~ ~ _ E FT P F G1~ 1- ~ 6 - - _
_ ~ , ~ _ 2 _ _ _ _ _ W _ - _ _ _ _ _ _ _ _ Qa m _ _ _ _ 90 - INV 1 0:.5 _ _4„ 1~= - - • ~ " - - = EV ~SE ~ -OP S D. RAE - _ - _ - . _
. - _ _ - _ _ _ -a o~io _ _ . - _ ~ : ~ IN - 7 8 ~ - V _ _ _ k ~ ~ ~ _ _ ~-8 Lll V~lTH~ ~ _0" OU 1 fi4~= ® ~
z - ~ _ i I i - ~ I I _ I 'I ~ _ R M~ VE EX. BLOWOFF k _ _ _ _ I ~ _ _ _ _ - CONTINUE
6 TAP _ _ _ • _ _ , o _ T:_ _ 4~ I .
_ - _ » _ _ i _ _ ~ 4 _
m 8 X .._A.. _~C R. 1 3 _ _ _ .00 _ - _ _ _L ~ . " O _ _ _ON
~ _ . . _ VERIF - i ~ o I N C NS R Ti N~ ~ ~ _ ~ -I I ~ _ _ _ _ _ _ -
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~ ~ ~ ~ - _ _ , ~ b E N K I T P I _ 1 .0 ! ~ 0 . , _ _ o:~ _
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- _ - . _ : _ _ _ _ _ _ _ _ I_ _ ~ _ _ .
- w _
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0
, 4,5_ _ 1 - + I --C 0 7
0-T 119 .9.898 o €X _ t- fT I -TE NAB S S-M - - - ,'.i lu o. ~
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L Z = 0P T SCALE 11=440v qv- N)k 1 4 5 I V 0. -17-9.56-
n O i . _ _...V o M" O _ - _ f V1 E R
out . Cl) *v- oul
~4 SHEET
o
0+00 1+00 2+00 3+00 4+00 5+00 6+00 10+1 c 10+00 11+00 12+00 13+00 14+00 8 OF 97 CROSSWINDS DR.' O
U BELLGROVE DR. D 5 -I 'Z

NOTES: DRAWN sY: CCBBGB
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING CHECKED: JMK, JR.
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
~o
GR N Pp 831 CURVE 7 ~ 2. ALL WATER & SEWER MAINS, LATERALSAND REVIEWED' JMK, JR.
t~ PI STA, 4+65.99 APPURTENANCES SHALL BE TESTED IN ACGORDANCE WITH DATE: PWC TECHNICAL SPECIFICATIONS.
~ I G ~ ~ ~ ~ R = 367.62' 3. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, JULY 2oas
DELTA =15°2$'31 ° RT SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401
0 ~ O 00 r ~ ~ - 99'29' 4. ALLICONSTRUCTION TO BE IN ACCORDANCE WITH ALL PWC
o 'p ~1 ~ T = 49.95' AND NCDOT STANDARDS AND SPECIFICATIONS.
'o I~ N p v ~ ~ ~ ~ CD = 98.99' S. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
111 / m S~ E SNe~ WITH PWC SPECIFICATIONS. U
m C.t~ Q ~ ~ ~N ~ ~ cONriN~ATi ~ ~
N G) ~ z 2 ~ r m
~ 12 11.66, 0.00' RT CRO S INDS DR. ~ ~ .SEW. MH 18 ~ ~N o
STA 0 42.22 ~ 0 RIM 211. 0 o / ~ A
EX. ~ ~ I V. 4„ IN 206.47 _
TOP: 2 .59 ~ I 8 OUT 205.80 Z •P -I X ~ + EX. IN OUT: 203.83 +15 LT. Y i~' o~ooco 48 a
OZ co INV. I 210.56 21.1.27 c < tv ~ N I ~ B#10~(OV SIZE BOX) Q ~ ~ ~ a a
~ ~ z W = ~ PROP SSMH ? egg Og 141 TOP OF GRATE 185.46 Z a o ~ ~ ~ ~ ~ " 1 3.07 `o I ~ 3 U2 ~
~ 10+96 11 +65 z n cn N • TOP: 196.80 r- - p 3+57.26 30M RCP 30 OF NV. 30" IN/OUT 1$1.75 ~ ~ A H o ~
06A 06.6 < ° m y o N W ,196.02 ~ - 209.64 ~ -o INV IN: 181.46 r 0 ~ ~ o J I ~185.5~ ~i Z ~ W
~ ~ .r INV OUT: 181.36 6+8599 ~ , ,195.84 10+1'7 f ~i ~ a 4+62 ~ oo ~ ~ ~ p,{
.1 ° i ~ ' ao in `192.0 6+9.6.10 21.2 3 ~ + o 04.4 rv o w ° - ~ _ 3+92
12+35 w o + EX. CB p d 6 1.33 , 9 918 ~ C6~104 ~ SAN. SEW. M ~6 ~ 3N / ~ Z a O TOP o GR~TE 187.36 TOP RiM 1 s .64 14 2 o ~ ~ ~ a w
~ ~ 07.2 W :r N - EX. TOP 196.95 ~ \ TOP O ~ - d- ~ _ N ~ git~ ~ ® INV. _ _ _ _ _ _ ~ _ , _ EX. INV 24 OUT 191.5 INV. 24 -~N 184.27 INV. 8 OUT 179.41 ~ ~ ~ ~ p. ~
INV. 0" T 183.27 INV. 4" LAT. N 180.08186.42 3> ~ ~ / 4 ~ ~ ~ A
ll/ 187.18 a CB#102 (OVERSIZE BOX)
O - ~ EX. SAN. SEW. M.H. ~ ~ ° ' 3+92.2 F ~ ~ ~ o EX. TOP 197.33 o EX. 8 GV
ss 169 $ PVC SDR-26 75% N ER oM~ ~ ©~r ~ EX. SA EX gSA .SEW. M.H. 1 L~Q 4+29 8098 ~s. TOP OF GRATE 184.82 ~
w -26 o 00 WP w,. EX. INV IN (N} 187.80 o EX. T .32~ 8 PVC WATER C-9 ~ C 9 % O PROP P EX. INV IN (W) 187.35 EX. TO 187.2 0 81.1 ~'~~,p N INV. 30" IN 180.84
. r= ~ S1D>+-~1. 64 EX. INV EX. INV IN S 181.8 ~ ~ a' EX. INV 8" 0~1T 182.7 " _ ~ ~ ~c IN . 36" IN/OUT 179.34 ~ N b b g.so 36 RCP ® ~
_ EX. INV OUT 181.75 a7 _ ~ _ _ - r, CP ® ~ 20' ACC~SS 9 799 0 ~ ~ 2 ~
~ ~ TI ~ ~ 5 DIA. M.H. W/ INTERNAL ~ _ x cn oo R MOVE EXIS NG ~ ~ a' _ W REMOVE EXISTING ~ o N oo ~ ~ as" --j`g.- 2 - a ~ SrORM 0 (OpE~ SpACe ~ O
\ z ~ + ~ :o BLOWQ F ASSEM8LY & ° ~ k w DROP STRUCTURE as as o ~co + BLOWOFF ASSEMBL & 211.50 ~ -o co SD _ .9 ~ W a
!'r.T • ~rn stn CON NUE WATER _ ~ ~r rn ao ~ SS ~ t~4O%% . r.E, CONTINUE 8 WAT 11 + n to G ;a ~ W N 8 pR-26 S tas40%% o 0 26 S.S. o ~ r\ Y 2 w M M 2 D.I. ~ ~ F=
~ z~ o 66.6 F~ N g - + ss~ 8 SD s - 6.6 D 1 c~ ~ ~ ss ss ~ 2 3 w
v~ 210.6.1 ~ o < ~ -1 - O ~ \ ~ (b o V) i{f
rtA - 06.1 ~ . 0 1 ~ ~ o - - ~ 1 Q = \ _ ~ 2 .17 ~ ~ ~ N ~ + N ~ N ° - ao ~ (TO REMAI } 8"G.V. \ ~ 5
r ~ O "1r---_ _ _ a~J - r
0 12+39 ~ w~ ~ ~ r i m rn ~ o ~ 193.48 ~ Z 07.2 x,10 4 - -I ~ ~ 3 ~ r `78 .88 29'-15" RCP 35 R +69.00 CIPIO LN.= G a o m Y J 1.03% (B/C} , 8+ , ' '2' RT SPINNAKER DR. ~ cv ~ °
° o ~ ~ ~ w ~ ~ NN -n EX 8 PLUG W/2 2 59`34 ao N ~ 3+37.71 N N 3 97,26 a~ a~ ~ as w m m 8+26 MH n rn ~ ~
N ~ ~1 ~ ~ ° • TAP AND VALVE _ ~ ~189.4~ ; •~n Z r 4 _ N NN X185 8~ C~ 8 .PLUG WITH 1 5+15 RT. " ~ o
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BOLT NEAREST "M" IN MUELLER ON F.H. cHEGKED: JMK, JR
a~ INT. SEAHORSER RD. & SPEARFISH DR.
ELEV. 179.69 NAVD-$$ REVIEWED: JMK, JR.
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DRAWN BY: CCB
T.B.M. CURVE 8 BOLT NEAREST "M~ IN MUELLER ON F.H. ~ PI STA. 10+99.99 CHECKED: JMK, JR.
@ INT. SEAHORSER RD. SPEARFISH DR.
R = 230.00 ELEV. 179.69 NAVD-88 _ o „ REVIEWED: JMK, JR.
DELTA - 24 3613 LT DATE:
L = 98.7T MAY 2009
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DRAWN BY: CCB/BG8
T.B.M.
BOLT NEAREST "M" IN MUELLER ON F.H. CHEGKED: JMK, JR.
@ INT. SEAHORSER RD. & SPEARFISN DR. REVIEWED:
ELEV. 179.69 NAVQ-86 JMK, JR.
DATE: JULY 2009
STA 13+35.5 EX 5EW. OUTFACE= U
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1. CONTRACTOR SHALT. VERIFY THE LOCATIONS OF ALL EXISTING U
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SCALE 1" - 40'H
1" 4! V
_ BOOK NO.
SHEET
- - - - - - - - -
1+00 0+00 1+00 2+00 3+00 2+QQ 11 OF 17
U SEWER OUTFALLS "A~ & "B" NWS- T7

DRAWN BY: CCB
CHECKED: JMK, JR.
REVIEWED: JMK, JR.
DATE:
FEBRUARY 2009 r / 1 '
. (Eg ~
a~~DQbNJ l~~QbNI ; G~.E,6CSEMENT =
~ ~ ~'~~i ~ oo u.~..-- r ~ ~ ~,~E i m__ -
~~,t~ o
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0 ~ BOLT NEAREST M IN MUELLER ON F.H. @ INT. SEAHORSER RD. & SPEARFISH DR. ~ STA. 3+ ~ ~ TORM OUTFACE D" ~ ~ h FES~3 ~ ~
ELEV. 179.69 NAVD-88
- 24~ [~IAME~R CMP RISER. 5~~ / ~ 15" FLARED ~END~ SECTION W~ RIP RAP A~O>
~ A ~ z
v~
r ~ ~ ~ ' , i'~a ~ ~ w
/
SEE SHEET 10 OF 17 l i ) AEw~~
SEE SHEET 6 OF 17 FOR CONTINUATION FOR CONTINUATION _ 1~ ~ z~°w 1'~
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0+ 2 ~ G t;~ ~ DI 204 0 ERSlZE .BMX ~ U ~ # ( ~ 0-20 ~ ~ ~ I ~ I. W J ~
D! 13 OV~RSIZE BOX 0 ( ) N OPEN THROAT CB, !SIDE OPEN ~ i ~ / < , ~ N CONSTRUCT, OP N THROAT CB 3 SIDE1~ OPEN ~ ~ , ~.k Y m
0 ~ I TOP OF RATE 181.97 ~ r' ~ ~ Q ~ JB~214 (OVERSIZE BOX} ; T~ IN~E~ 193.00 0 i ~ INV. 36 I OUT 178.2 Z a ~ ~
~ o e ~ 1 TOP 198.50% I n I(~V. 30 I~1 OUT 188. G ~ 14 ° ~ ? o
INV. 30 IN 194.21 ~ ~ ~9 ~ ~ , t ~ _ _ 4- ~ ~ W
I ~ ~ ~ ~ i _ - - ~ ~ fNV. 30" 0 T 189.26 i ~ _ ~ ~ - _ _ 5% _ ~ S 2 -30 RCP @ 1.55 ~ ~ p 0.8 ~ 3 „ ~CT(Q - 1.89 -36 RC ~ ~ _ r I o U
EX. INV. 30 RCP 194.21 ~ ~ ~ i 20 , ~ R PHq - , 3 9 i ~~,o ~ / ~ W
3 ` 0 ' -SE ' ,..17% AGE EAS ENT _ RCP ~ _ p ® 0 DRAIN _ _ _ _ i 3.139; - g RC - C ~ ~ :2+49 ~ a
- _ SECT - _ - ,3 _ _ ~ - ~ ~ON FO 11 3+ 3 w 1 t h ~ FES~300
so ; ' - PHAS ~ 3 ~ - _ E ON _ 'o o , , ~ _ E _ \ ~f+ JS#2 (OVERSIZE BOX) 1 ' ~-1 ~ ~ ~ ~ , 15" FLARED END ;SECTION
.i e n 20 - \ 42 -30 RCP ~ 3.00% DRq?Nq 3 ~'OP 18 50 / ;g ~ j W~ APRON
GE EAS - ~ N ~ 1 t ~ , ~ EM T N } INV. 36 I OUT 179.80 / ~ ~ ~ ~ ' _ INV. -1 " ,16$.00 , ~ ~ 1+48
C~ ~ ~ ~ V JB~3O1 -
~ S r ~ ~ \ ~ 1 ~ ~ X'`' ~A~ % ~ TOP 181.00 o 0
2 7.08 STORM OUTFAL A = 3 2 56.0 STO M OUTF ~ ~ ` '1 ` i n ~ U 5 g5 F ~ 5~~ ~ ~ RGp ® ~ I~lV~ 15~, I~~OU- 168.0 ~ ~ ~ M
00.17 LT. HUNTING BOW L S A. 10+ .29 RT. HU NG OW DR. ~ C 03 ,1 ~GESS rn a ~ q.8 P
~ ~ ; CB 207 OVERSIZE BO Pc ~ s.84 206 0 RSIZE BOX ~ 1 ~ / - ~ # ( ) # ~ \ f ~ ( ~ 3 ~ ~ Y~v 10' aRPNP~E ' m ~ ~
\ TOP OF GRATE 18.4 ~ ; ~ CB~202 ~ T OF GRA 7 189.09 ~ 2~ P i ( ~ m m
INV. 30" IN OUT 181.6 ~ IN . 4" IN Ef 1 70 2 a , , < ~ ~ ~ ~
INV. 30n IN N. 181.20 ~ 0+00 STORM OUTFAL "D" -
SEE SHEET 10 OF 17 INV. 36» OUT S. 180.70 SEE SHEET 6 OF 17 FOR CONTINUATION 15~ 5.84, 36.92' RT SP~NAKE ~ ~ ~
FOR CONTINUATION Z8 02 ~ w
TOP OF GRATE 181.02- ~ - ~ ~ f
t ~ t~ fNV ~5"` T .50 ' ~f \ z w ~
U
NOTES. ~ ~ ~
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. W i i 1 ~ ~ U U
2. ALL WATER & SEWER MAINS, LATERALS AND !9
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH ~1, i ~ ~ ; D_ ~~0 ~ ~ o ~ N
PWC TECHNICAL SPECIFICATIONS. 3: ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE,
SHALL HAVE GRIFFIN "SEWPER"COAT OR PROTECTO 401 m SEE SHEET 6 OF 17 STORM OUTFACE ~ BASIN 3
LINING
4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL PWC Z ~ FOR CONTINUATION # ` `~~~11 ff~h~/
AND NCDOT STANDARDS AND SPECIFICATIONS.
5. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH PWC SPECIFICATIONS. , 0+00 TO 4+07.12 ~ ~ Q ~
_ _ _ _ _ _ _ _ 20
_ _ _ _ . A_. _ ~ . . _ . _ _ _ ~ : -
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_ A._~I LO ATE N -
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SCALE 140'H
- - .21 f BOOK NO.
SHEET
177
+00 1+00 2-x-00 3+00 /1,+00 5+00 6~' 00 0 0--00 1+00 2+00 3+00 4+00 12 of 17 1/ STORM OUTFALLS "A" & "D" 1N5' 27
U i

~ ~R~a DRAWN BY: CCBB6B
N• Ap 831 STA. 613.80 STORM OUTFAf_L "B" ~ ~ - c~ECKED:
~N JMK, JR. ~~5~1. ~
, ~ '36"FLARED END SECfi[ON Q~~. ~ ~ t REVIEWED: JMK JR.
. _ W(RfP RAP APRON i g ~~3~(,~ - DATE:
\ 3 . .t ~ o~~~. ~ ~ ~ \S~~ _ L JULY 2009
_
i ~ C'~~ ~ DC ~b~/ BO T NEAREST ~M" IN MUELLER ON F.t~l.
' 0/A~~ ~ T.B.M. 1 ~ ~ @ I . SEAHORSER RD. & SPEARFISH DR.
Y~ ~ " " _ ~ BOLT NEAREST M IN MUELLER ON F.H. 1 ap ELEV.179.69 NAVD-8~
~ Z~ @ WT. SEAHORSER RD. & SPEARFISH DR. I f STA.5+00:79`_`
i ~ ~ ~ ELEV. 179.69 NAVD-88 ~ ~ ~ I I I RISER#1 r r~ \ ~ ~r~ G~g`~~ Zj
~ ~ " i i { 54" DIAMETER CMP /r r~~--~~ ~~PQ Z
I `I ~ ~ -a W~SKtMM~ o / ~ rr_~ ~ ~ ~ ~ a, i
~ A ~ I ~ TOP. (UVFI 78.90 / / ~ - ~ ~ ~ ~ ~ t ~ iN~lOU 174.00 / / ~ \1 ~ ~ ~ ~
r~ FES#200 t \ ~6' ~ : 42"FLARED ENDS ON1Nl /
~ APRON ~ ~ / / / / ~ 1 1 Uz I ; ~ / / / n \
i / ~ cs0 ~ ~ ~ ~ INV 172.5Q,~ ~ ~ ~
1 / i 2 t ~ ' % ~ ~ ~ ~ /j~11 11 11111 ~ , ~ ~ /
I ~ ~ 1 ~ ~ ~ ~ ~ / ~ / _.-_111 11 1 11 0 ~ cu ~
~ STA. 0+00.00 S RM O „ ~ ~ , ~ } / / 11 ~ ~ A o ~ ~
~ ~ ~ - STA. 12+9 , 1 K ~ ~ ~ , ' 0 38 \ ~
t ~ ~ CB#20 VE ~ ~ ~ / f ,~i ~ r/~' 1~~ 1 11..110 ~ ~ ~ Q,
TO F;G ~ ~ , V 36° ~ ~ 'f ~ / 11 1 1 ~1 ~ ~ w p
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J--^- ~ ~ \ \ \ ~ ~ ~ 2 c 1i' ~~~COMM4~1 R A` 1 11 11 ~ ~+3os7STO~i~ o~fiFALL"~~.-- ~ ~ q . I I ( I J I / 11 ~ , i , JB#101(OVERSIZE BOX)
~ z ,~o ~ ~ ~ ~ ~ ,
~ ti~ 0 ~ ~ ~ ~ \ c o _ ~ 't . ~ j I I a' I 11 ~ ~1 1 1 RIM =183.00` ~ ~ ~ I 1 1 1NV 42~fNl0UT 176,0
o ~ ~ Q ~ ~ ~ ~ \ ca Z cP G STA.1+4 ~ ~ ~ ~ ~ rr 1 1 ~
`L ,413#201 OVERSIZE BO ~ , - w t- ~ ( ~ ~ ~ ~ ~ ,0 1 1~ ~ r 1 1 1 ~
z 0 ! / „ A ~ ~ ~ ~ ~ ~~~rrr r r~ ~ 1 1~ i ~ ~ _
~ U -~-fNV 42 IN! UT 17 3 ~ ~ ~ ~ j' V u~ ~ / ~ ~ ~ ~ 5+91.60 rrr rr r1 (I,I 1 1 ` W
o ~ ~ ~ FES 2 \ rr rrr i~/.~~'1 ~ j 1 1
~ ~ ~ " - 4. ~ ~ ~ s~ 36 FLARED END SECTION tI
~ ~ °1~ ~ o M ~ W R!P RAP APRON , 00 ~ s~ 0 ~ \ ~r rig ~I I I ~ ~
o / ~ \ o. \ ~ >a ~ ~ ~ ~ 1~ , ~ I ri ~,I\ I I t A:' -F98;99
0 s ~ ~ ~ ~ ~ ~ 1~ 0. - . r,/ / W ~ ~ 0 ~ Did
0 \ / OQ \ \ \ ~ ~ p ~ " C~ ~ \ ~ ~ ~ ~ ~ ~ ~l C, x 52,15 RCP ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ \ 2 ~ \ II t ~ -,HEADWALE Wi APRON
~ O ~ ~ ~ / o o ~ \ co ~ \ II ~ i IN . 48" 72.50 ? W o 0
x ` ~ ~ ~
" 12+45 f ~ ~ ~ ` ~ ~ \ y \ \ ~ ~ ~
8 G.V.. ~ 1 ~ ~ ~ ~ 1 ~ 4+99.00 4 0~ ~ . TORM B ~ ~ ~ ~ ~ 1 0 h~ 4~ / ~ ~ - i ~ 048 R P Q 2.33q ~ m m
09 T P OF RA`~E 182.74 ~ ~ ~ 1 ~ RISER 2 L "g" ~ ~ # STA. 0+00.00 STORM OUTFAL V A, 0+00. 0 ST~M Ott AL „ _ \ ~ ~ , ~ / I ~ ~ m C7 U
_ IN . 15 179.60 ~ , ~ ~ ~ ~ 54 DIAMETER STA. 9+33.13 SPINNAKER DR ~ 0 STA. 12+80-1 +66 ~ . ~t / / \ ~ ~ ~ ~ / _ S~A.8+63.2 RT SPINNAKER.
„ \ , ~ ~ / ~ I ' W~SKIMMER CB~102 (OVERSIZE BOX} u. ~ 8 TEE 3T-15" RC / . / .TOP WEIR 172.50 TOP OF GRATE 184.82 ~ ~ ' e`'
QG ~ a~ ~CB#1Q~ (OVE SIZE BOX) / \ \ 2 .36 UT~AL `B" _ ~ TOP OF GRAT 185.50 / \ 0 ERSIZE B~X) ~ ~ ~
0 0° 1.00 ~ / / " N. 180.84 ~ _ / INV. 30 IN W ~ © ~ ~V.15" IN 182.7 / ' ~ F-
o d ~ ~ \ t / iNV. 36 IN 179.20 ~ o NV.'36" iNIOUT 18 .4 ~ ~ '~4 0 t ~ l ~ W ~
z ~ ~ ~ ~ ~ ~ ~ INV. 42 OUT 178.70 ~ ~ I- I ~ a \ o _ ~ ~ ~ E-
tllZ ty ~ ~ / W~ ~ \ / ~ ~ z W ~
~ tip' r ~ I 1 i~ , G ~ ~ NOTES: t 8~s9x 38`-15" RCI~' . 0% ~ ~ / \ ~ ~ ~ ~ 0
o ,
~ \ ~ - ~ 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING sTOR C.B. ~ ~ ~ \ ~ ~ t .
OF GRATE 1 .47 a Q = i • UTILITIES PRIOR TO BEGINNING CONSTRUCTION. " ; ~ ~ ~ ~ ~ ; r 2. ALL WATER & SEWER MAINS LATERALS AND ~lV. OUT 179.9 •~.,y I I ; ~ ~ / ,
~ ~ ~ APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH \ ~ ~
\ ~ PWC TECHNICAL SPECIFICATIONS. ~ ~ r l ~
~ 1 r ~ _ ~ ~ ~ ~ 3. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, o l / .1.. V Z
SEE SHEET 5 OF 17 SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECT4 401 SEE SHEET 5 OF 17 `,11111111111 f~~'
FOR CONTINUATION LINING 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL PWC SEE SHEET 9 OF 17 ET 9 OF 17 FOR CONTINUATION . ~ D
" FOR CONTINUATION AND NCDOT STANDARDS AND SPECIFICATIONS. T?NUATION ST®RM OUTFACE B & BASIN ~ 1 ~ si '
5. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
WITH PWC SPECIFICATIONS. 0+00 TO 6+ 13.80 S
200 _ - _ . _ _ _ _
_ _ - _ . _ _ _ r. _ _ _ _ _ - _ _ - _ _ _ _
- - I ~ i _ _ _ I _ - I ~ ~ I r - - ~ • '
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_ T _ ~ _ S _ . _ _ _ _ . I I _ - . _ _ _ - ~ _ _ _ _ . _ _ _ _ _ _ . CY
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_ - _ - „ _ - _ _ go
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o _ 1 I I ~ I _ _ _ _ _ _
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~ I _ I - ~ ~ ~ ~--r ~ i _ o _ _ _ _ _ ~ _ _ l ~ l I ~ ~ - - - - - _ - _ - W _ _ _ _ - - _ _ _ . -m__ _ _ _ - _ _ , N
_ _ _...e . - I I _ _ - ~ - _ _ _I ~ _ _ _ 70
_ _ _ i _ - - - - - - - - - - - - - - - - - - - -1 CON RE TA t0 ~ . _ - ~ _E N..FL _ { ~ _ _ _ - _ _ ~ _
17 0 _ _ _ _ Q - _ _ _ _ _ - _ _ _ - _ _ = I_ _ ~ _ - _ v~,~-- ~ _ _ ~_~.__~I ~ _1_ _ - i ~ _ ~ - _ _ ~ - -r ~ _ . -
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W (A
-r-- i - - - - - - - - - - - - - - -
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- - - - - { BOOK NO.
.m
SHEET
u C 2 -00 3+00 4+00 5+00 ~+CO 13 OF 17
0+00 1+00 2+00 3+00 4-100 0+00 1 +00 U STORM OUTFALLS "B" & "C" WS" 2-
i

DRAWN BY: CCB1B~6
NOTES: 7.6H8" MIN. BEARING AREA EACHDIRECTtON 1.) THRUST BLOCKSSHALLBEINSTALLED NOTE5: NOTES NOTES CHECKED:
51 OFTHRUST iN SQUARE EEET ON PVC WATER DlSTRlBUTION UNES B° - (based onsoilsupportingvalueoF200Dpsf0a20Dpsigtestprassure} TNRU12"04A.INTHEMANNERSHOWN. 1. ALL EXCAVATIONS SHALL COMPLY WITHTHETERMSAND q n 2RINGSOF#3REINfORGNG 1. CONCRETE PROTECTOR RING SHALL BE A O O A 1 MANUFACtXUR DBYALAABAMAPIPECfl. JMK, JR.
° SEEPWOSTANDARORLT.RESTRAINING CONDITIONSOFTHECONSTRUCTIONSTANDARDSFOR iv PIPE TEESB 90 45 ELBOW 22.112° DETAILWI8FORACCEPrABLE 4°$"TOPSOILRESTOREDTO EXCAVATIONSINOSHA"SAFETYANDHEAI.THREGUTATIONS L/~QO~ CHAPMANVALVECO.,COLCMBIANIRON DEfORMEDBARASSHOWN 2500P.S.LPRECASTREINFORCEDCONCRETE REVIEWED: WORKS; R.O. WOOD CO. CR APPROVED JMK, JR.
SIZE DEADENOS ELBOWS &CROSSES EL80W5 AS REQUIRED ORIGINALGRADEANDSEEOEDOR FOR CONSTRUCTION", CHAPTERXV110FTITLE29,CFR,PART y ALTERNATE RESTRAINING SYSTEMS 1926. THE CONTRACTOR SHALL HAVER COMPEPENi PERSON 6' 4 8 3 2 BELL OD+8"MIN. SOODEDASINDICATEDON ONSfrEATALLTIMESDURINGEXCAVATIONANDBACKFIWNG. ~~Qoo EQUAL A ~ 2. VALVE BOX SHALL BEAT GRADE WIPROTECTOR RING EXTENDING
8" 7 70 5 3 2.} PIPEGREATERTHAN121NCH BELLOD+24"MAX ORANANGS. ~~4"_ _I 2. CONTRACTOR SHALL USE TRENCH BOXSHORINGINALLOPEN r~°' 1Y 95 21 11 8 DIAMETER SHALL REQUIRE RESTRAINT 2. VALVE80XSHAU.BE3•PIECECLOSE 112`ABOVEGRADE DATE: GRAINED CAST IRON SUP-TYPE VALVE BOX ;'jj; 3. SEE GATE VALVE ANDBOXOETAIL JULY 2009
JOtNTPIPEFORTHEPROPERLENGTH. CllTSINPAVEDAREAS. TRENCHWiDTHSHALLBEMAINTAINED 7" WITH A MINIMUM THICKNESS OF 3110". WATER PLAN •
3.} COMPACTFTTTINGSARENOT ATTHEMINIMUMPRACTICALVJIDTH. SECTION"A-A" ACCEPTABLE. STANDARDFiTTINGS 3. 7YPE3TRENCHCONDITIONSANDAMINIMUMOF4' 5-1I4" DROP LII 3. VALVE BOXSHALL HAVE RAISED LETTERS 4. VALVE BOX PROTECTOR RINGS 5-1I4" DROP LID "WATER" CAST INTO COVER. SHALL BE INSTALLED AROUNDVALVE
ELBOW SHALL SE USED tMTH CONCRETE OF COVER MUST BE MAINTAINED WHERE RESTRAINTJOINT M.J•ALUG I 7HRUSTBLCCKlNG. PIPEISSPECIFIEOAND3.5'OFCOVERINALLOTHERLOCATIONS 6' BOX IN UNPAVED NON•TRAFFIC AREAS. ~.+--•5-•3~f4` 4. VALVE BOX SHALL HAVE3/8"HOLEDRILLED ANDSHALLNOTCREATEAHINDERANCE
CONCRETE 4. THRUSTBLOCKSSHALLBE UNLESSSHOWNOTHERtMSEONTHEPLANPROFILE. 7.518` THRUST ) n UNDISTURBED 7 " INSTALLED ON SEWER FORCE SOIL 4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED ~,_~_~5~~1~/_4_"~,~ IN 70P SECTION THRU WHICH A 114"x1.112" TO MOWING OPERATIONS.
( BLOCK MAIM IN THE MANNER OWN. w AS "NATIVE" SOIL EXCAUATED FROM THETRENCH, T316' I ~P') iv O REMAININGTRENCHBACKFILL FREE OF ROCKS, FOREIGNMATERIAL,AND g.3/g I I 11 GALVANIZED BOLT SHALL BE USED TO II SECUREAMINIMUM12GAUGE,SINGLE SHADEDPOR710NOF DROP UD STRAND, COATED COPPER TRACER WIRE RING IS EXPOSED
,IC 5.)IFSAC-CREI•EISUSED,MWNG $ COMPACTED7095%MAXDENSITY FROZEN EARTH. MUST 8E ON SITE UTILIZING A IN N1AX,12"LIFTS FOR NON•PAVED SEEBLOW-0FFDETAILFOR MECHANICALMIXER. ~ AREAS. SEE APPLICABLE PAVEMENT 5. BEDDING MATERIALSHALLEXTENDTOUNDISTURBEDTRENCH _ FOR NON-fERROUSPIPEA1t2"WASHER REMAINDER IS BURIED SHALL BE USED BETWEENNUTANDINSDE V
I' CLARIFICATION OF CONSTRUCTION PATCHDEPAILFORPAVEDAREAS. WALLSANDTRENCHBOTTOM.BEDDINGMATERIAL ,y= REQUIREDA70EADENDS UNDISTURBED 8.) NO CONCRETESHALLBE WILL NOT BE PAID FOR UNLESS SPECIFK:ALLYAPPROVE08Y T OF BOX. TIGHTEN HANDTIGHT. I z
, ` ~ THRUST SOIL PLACED ON BOLTS. WRAP THE PROJECT REPRESENTATIVEAND ONLY "min. "min. 5. SCREWTYPEVAtVEBOXESARENOT ptgN 8" max. ACCEPTABLE N.T.S. ,
HORIZONTAL BEND DEAD END BLOCK AREA OF JOINT FITTINGS WITH PLASTIC. BACKFILLUGHTLYT012" FOR THEAUTHORIZEDQUANTITY. ~ml~• BEARING ABOUEPIPEINB"UFTS(95% 8. BEDDINGMATERIALSHALLBEPROPERLYRODDED 1 7.)CONCRETESHALLBE MAX DENSrfYCOHEStONLESSS0ILS ANDCOMPACTEDAROUNDTHEPIPEHAUNCHES. -LLL.. 6. DIMENSIONS SHOWN ARE FOR GROUND O
;i-:. A MINIMUM3,000psi. 90h'oMAXDEN5ITYCOHESIVESOILS) i. % 8.)ALLBEARINGSURFACESSHALLBE 7. TEST FOROENSITYOFCOMPACTIONMAYBEMAOEATTHE ~ a~~ ) INFORMATION ONLY AND VARY BASED &12" ~ UPON THEMANUFACTUR62. MIN. CONCRETCED A
OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE ~ 5 SIDE EXCAVATIONS(TYP.y f _f AGAINSTUNOISTURBEDSOILAND R ED BYTHECONTRACTORATNOADDITIONAL T ~ _ SHALL BE APPROVED BY PWC PROJ. WATER MAIN MATERIALSHALL COR ECT COS ~ Q 7. VALVE BOXSECTIONSAREREQUIRED. PROTECTOR r 1
- COORDINATOR PRIOR TOPLACEMEM BE AS SPECIFIEDANDSHOWN TOTHEOWNER. THEENGINEERMAYHAVEC~IPAC710N ~ > ~ ELBOW OF CONCRETE TEST PERFORMED AFTER THE BACKFILL IS COMPLETE. > ON THE DRAWINGS. CONFRACTORSHALLBEREQUIREDTOEXCAVATETO j SECTION THE USE OF PIPE INUEUOFVALVEBOX ` ? RING V SECTIONS SHALL NOT BE PERMITTED.
9.)USEOFRESTRAINEDJOINTDUCTILE 4"MlNSUITASLELOOSE VARtOUSELEVATIONSFORDENSITYTESTINGEXCAVATtON, IRONVVILLBEREQUIREDIFS0IL SOILBEDDINGFROMTRENCH BACKFILLANDRECOMPACTIONSHALLBEPERFORMEDATNO 8. TRAGNGWIRESHALLBEINSTALLED ~ W ` ~ OUTSIDE OF BOX VALVE BOX ~ ~
CONDiTIONSDONOTALLOWTHEUSE EXCAVATfON(SEENOTES4&5) ADDITIONALCOSTSTOTHEOWNER.
OF THRUST BLOCKS CONTINUOUSI2GA "•••r" ~ ~ 10. ALL VERTICALBENDSSHALLBE THHNTRACERVNRE UNDISTURBED Sw Psi (j' O V~j U
~ ` ) REQUIRED FOR SOIL RESTRAINEDUSINGRESTRAINED ALLNON•fERROUSPIPE = CONCRETE JOINTDUCTIIEIRONPIPE. (FROM VALVEBOX70 8.118" BOTTOM 24"DIAMETER MIN. Z 'Qi W SECTION E.y Qa
ALL BEARING - SHALL 8E KEPr VALVE BOX) 6.112" S" CUTAWAY VIEW SECTION A•A N+"~? ~ W
SURFACES CLEAR OF PIPE SHALL BE AGAINST JOINTS(TYP.) 9•tY2" 1P114" N.T.S.
TEE UNDISTURBED CROSS TOP SECTION E GROUND fTYP.) BOTTOM a QooW
PUBLIC WORKS COMMISSION N DATE REwsION TYPE 3 TRENCH PUBLIC WORKS COMMISSION No DATE _REVISION VALVE BOX I PUBLIC WORKS COMMISSION No DATE REVISION PUBLIC WORKS COMMISSION N DATE REms<oN E (Y, 'J. VALVE BOX PROTECTOR RING FAYETTEVILLE, N.C. ~ U a'
CONCRETE THRUST BLOCK DETAIL FAYETTEVILLE, N.C. 1 JAN ofi REVI3EDTABLE, NOTE 1 WATER MAIN BEDDING DETAIL FAYETTEVILLE, N.C. FAYETTEVILLE,N.C. 1 7fOB ADDED NOTES 7,8&CLARIFlEDNOTES r l W M~'I
DWG. NO. DWG: BY PWO SHEEP NO. DWG. NO. W,17 DWG. BY PWO WATER RESOURCES 2 SEPTOS REVISED TABLE SHEETNO. OW~i.NO. W,19 DWG. BY PWC WATER RESOURCES sHEETNO. W7 vc: ev PWD DWG. N0. W $ DWG. BY PWC WATER RESOURCES V U2 A Q" WATER RESOURCES sHEEr No. yV,
10F1 JULY 01, 2007 APPROVED BY.J.EG. ENGiNEERINGDEPARTMENT 3 FE607 AODEDNOTES9&10 10F1 DATEJAN.01,20D5 ApPROVEbsYJ.EG. ENGINEERING DEPARTMENT 10f1 OATS JULY01,2009 APPROVED BY J.EG. ~PROVEDBV J.EC. ENGINEERING DEPARTMENT 1oF1 DATEJAN.01,2005 APPROVED BY J.EG. ENGINEERINGDEPARTPAENT ~ ~
FILE NAME: THRUSTBLOCKOWG FILE NAME: WATER BEODING.bWG filename:2~9-W7VALVEBOXOWG FILE NAME:CONCPROTECTORRING.DWG ~ a
METER BOX WITH NOTES t: ALL MATERIALST08EAPPROVEDBY RECESSEOAMRREAOING P.W.C. LIDSET1/4"ABOVEGRADE ~ 2• SERVICE LATERALSREI"IPB O 0 ' POINTOFC9000RDIPIPE M.J. TEE WITH 1.ALLMATERIALSSHALL 4. BLOW OFF ASSEMBLY NOT ~ TRANSITION TO DI PIPE 1 APPROVED RESTRAINT TO BE REUSED UNLESS UNRESTRAINED ATJGN BE APPROVED BY PWC
TOP TO BE FLUSH VviTH VARIES ~ FINISHGRADEANOLEFT VALVE BOX PROTECTOR ttW POLYETHYLENE UNLESS OTHERWISE RW APPROVED BY PWC. W LRTEE 2. WHENINSTAIIEDINA U
EXPOSED VA VEtSSLLOC~AlEDINNO i~ NOTES: O~W SPEGFIEO TRAFFICAREAS. SEE VALVE 1. ALLMATERIALSSHALLBEINACCORDANCE ,h ~K? 3. SERVICE LA7ERALINSTALIATIONSHALL A POINT OF DI PIPE TRANSITION TO PAVED AREA METER BOX 5. REMOVEENTIREASSEMBLY ~y CBWORDIPIPE(11'P) SHALL BE SET 114"ABQVE FROM BELL OF WATER MAIN CONCRETETHRUSTBLOCK
PAVEMENT BOX PROTECTOR RINGDETaIL Vu1THPWhrSTANDARDS. rear •"r .~ioti, E0. E. a"~ BE APPROVED BY P.W.C. 0 SECTION"B•8" 2.RESIUENTWEDGEGATEVALVESNALLBEAS ` ~ 4. WATER SERVICELOCKVALVETOBE SECTION"&B" fINISHEDPAVEMENT PIPEWMENEXTENDINGTHE o ALL DI PIPEBEfWEENFITTINGAND GRADEANDPAVEMHJT MAIN a
3000 PSI POURED t2, TURF MANUFACTURED BYMUELLER CORP„ ;°,~i &tit'ti Z LOCATED 18"FROM 6ANfiARY 9EWER ICNaPi~ECONCRETE ~ ' CLEANOLITSTACKWHENINSTALLED AMERICANDARUNG,CLOWCORP.,OR ~ ° INSAMEDI7CH. o~RW VALVE SHALL BERESTRAINEDALL PEATHEREDTOTQPOF ~ DIRECTIONS. BOX
_ _ APPROVED EQUAL O 0 . a>. a . ~ : 1 -1 1 3. ALL VALVES SHALL HAVET SQUARE 5. WHEN INSTALLED IN A PAVEDAREA, METERBOXTOBESET114"ABOVE SIDE VIEW fRON7VIEW SECTION'A•A" UiVALVE VAL 3.METERBOXANDVALVE w
i0 ,~•'c°'A;= : - '4:~ I -III- ~ I-I I =1 ~ 1=~ '-I OPERATING NUTANDSNALLOPEN FlNISHEDPAVEMEMGRADESAND '~""A _ • ' ¢ I -III=I (I= I I=III=, COUNTERCLOCKIMSE 1"FULL PORT ANGLEBAU.VALVE PAVEMENrFEATHEREDTOTOFOFBOX SECTION'A•A" ~ M.J. GATE VALVE WITH BOX SHALLBEIN m /RESTRAINM.J.JOINTS APPROVED RESTRAINT ACCORDANCE+MTHPWC 2"SCHE080PUC~
- - CONCREPECOLLAR Z WITH ONE OR TWO5TEPSTYLE TO PROVIDEDRAINAWAYFROMBOX IRON RETAININGGLANDM.J.RESTRAI -III=III=' i III _ SHALCBEPLACED I=III= =III=I1' 4. VALVE BODY, BONNET&GATESHALLBE g COMPRESSIONFORIPSPEINLET NOMINAL WEDGES BOLTS PRESS - _ WHERE VALVE ISINA - - DUCnLE IRON CONFORMINGTOASTMA~38. }q 1"CCSfNGLE ANDFEMALEMETERTHREAD 6. C.LMETERSOXESSHALLBEUSED pIpESIZE QUANTfiY QUANTITY RATING M.J. RESTRAI aZa Wt APPROVED (TYPj DETAILS Bp° E~yy TS PRESS d RESTRAINT TYPICAL DUCTILE IRON PIPE(Tl'P) ASPHALT ITiTY RATING % ~
=III_LI - _IiI_ - - Ii-III=I INTRAfFICAREASSEEW.4B. I TRAFFIOAREA. ~ STAINLESSSTEEL SWIVELNUTWITHLOCK.AIJ. 8" 3 8 350 350 ~ ~ M.J. GATEVALVEWTTH ~ TO' ~ RESTRAINM.J. JOINTS WITH 18" y 2"SDR21PYC
II- -II - _I I I_ 5. VALVE BODYANOBONNETSHALLBE STRAP SADDLE INSERTSSHALLBESTAINLESS 12"MEPERCOUPUNG 7. PERIMETER SOLID CONCRETE BRICK g 4 6 350 VALVE BOX i BASEWITH NO GAPS, DO NOT LAY COATED ON ALL INTERIOR AND EXTERIOR ' STEEL s -I _ SEE DETAIL III- I- WITH b"FEMALE BRICK ON PIPE. SEE INSET q" 12" 8 8 350 - I k-I I- I i I _ k i I r~-~ ~ SURFACESWITHAFUSK)NBONDEDEPOXY APPROVED RESTRAINT (TYP) 350 Q APPROVED RESTRAINT 2`SLIPONCAP 3 O5 z (TYP) L 0 2" BRASS F.I.Px PACK ~ DI PIPE TRANSITION TO 2" min• ~ ~ W
I i=LI I=I I=II- =I I ( -III=IiI: BALLCORPORATiONSTOP THREAD METER NCDOTCONCRETE IN ACCORDANCEWCPHAWJUAC-55890. WiTHAWWAINLETS,ONE SIMVELNUTX~"MIPT. 8• WHERE ASPHALTCURBORSTRIP SIMILAR J C9000RD.t.PIPE FINALGRADEr 4"min. ADAPTOR PVC Q
=III=I ( I I I- K :III= I I (=I I OR TWO STEP STYLE PAVEMEM EXIST, THE LOCATION OF 8"SIZE SHOWN 8" & 12"SIMILAR - - - 12GA,7HHNTRACER - - - - 6,ALLVALVES24"ANDSMAU.ERSHALLHAVE COMPRESSIONFORIPS 1"x7.112"SPACERFOR BOX SHALL BE ASDIRECTEDBYPWC IRON RETAINING GLAND M.J. RESTRAINT Ii=II( I=I(I RESHALLBECONTINUOUSIII~ -III-III aSAFEWORKINGPRESSUREOF25gPSL DOMESTIC SERVICE, REPRESENTATIVE I.J. RESTRAINT UNRESTRAINEDATJOINT I 6"~' METER BOX CONCRETE THRUST n ~ 9000R D.l. PIPE ~ 12"BRASS NIPPLE CONCRETE COLLAR BLOCK, PERPWC
( I- 9ETWEEN VALVESWTPHOUT - - - PE, WITH STAINLESS t" x 14314"SPACER FOR _I 7. SEE VALVE BOXOETAILFORADDmONAI STEEL INSERTS. 9. DISTANCE FROM TOP OFLOCKVALVE SPUCESANDSHAt18E ~ IRRIGATION SERVICE, OpERATING&TEMTOTOPOfBOX LR (MIN. LENGTH OFRESTRAtNTEACHDIRECTIONOFTHRUSTI HDIRECTIONOFTHRUSTINUNFARFEET} RESTRAINED JOINTDETAfLFORTYPiCALTEEINTERSECTiON INPAVEDAREAS DETAILW.17 m CONC. PROTECTOR 2" BALL VALVE Y
~I•-III -Iii-li INSTA~~~N~ - I-k -III-IIII INFORPAA710N. 1'IPSPOLYETHYLENEPIPE SPACERSHAtLBE SHAI.LBEB"MIN. TO 10"MaX. Based on 200psigpressure,SafatyFacloraf2:0:1,BAREDIPIPEAN[ - - ' - - ME7ALLICPIPEUNES. - - P.E. 3406180PS1lP.E.3408 FURNISHED BY PWC. Charttloesnola I to I In v _ - _ _ - - - 6. SEE VALVE 80X PROTECTOR RING DETAIL 200 PSI ASTM 01248•TYPE ill 10. RESIDENTfAL METER BOX SHALL BE SET plpE VALVES raft:0:1,BAREDIPIPEANDMLShc,3,5'cover 4WAYlNTERSECTIONSIMItARLYRESTRAINED (iJ peswra edln of eth lerlewra RINGINNON•TRAFFIC
FOR ADDITIONAL INFORMATION. ASTMD3354355434C BRICK METER BOX BASE t8"FROMRM'TO CENTERLINE OF 90° 45°ELBOW 22112' SEEINSET"A" METER BOX PERPENDICllLARTOTHERlW. SIZE DE;D~SDS ELBOWS SCROSSES EL80V 45° ELBOW 22112° REDUCER NOTES: AREAS. (SEEVALVE CO BCROSSES ELBOWS BOX DETAILW7j 12"MJ SI FFVG 1.) THRUST RESTRAINTSHALLBE S.} THEMINIMUMLENGTHOFRES7RAINT 8"BRASSNIPPLE
WATER WATER B. CONCRETECOlLARONLYTOBEINSTALLED MAAIN~ ALV MAIN ALV MAIN 11. COMMERCIAL METER BOX ON CITY OFFAYETTEVILLEMAIMAINED TRACER WIRE LOCATfONSHALLBEASAPPROVED ~ 55' 31' 13' T 13' 7' 8"X2° 6T INSTALLEDONDUCTILEIRONWA7ER INDICATEDSHALLREQUIREALLJOINTS
R AND NVAL STALLED ON ~DONOTCONNECTTO ~92GATHHNTRACER PREFER NO METERBEINSTALLED 8" 72 40 1T 8' _ _ =III=I -I k I I I=I ~ I= EXISrINGMAINS(iNCLUOMGTAPPING CORPORATION OR BANDS) WIREEXTENDEDIMO LESSTHANS'fROMBLDG.TOEDGE. 1Y 10T 5T 24' 1T III-I -I I 1 I I-I I METER BOXB"AND OF BOX). 1T 8' 8"X6" 30' DISTRIBUTION LINESB"THRU12" WITHINTHELRDISTANCETOBE BRICK 24' 1T 12"X8' 54' DIAMETER INTHEMANNERSHOWN. RESTRAINED. TRACERWIR SEEPWCSTANDAROI'HRUSTBLOCK g) RESTRAINT SYSTEM SHALL
l l I=111=1I I-1 I I-Ill-i I Iii-I ~ ~-III-~ 11-III-~ 1 ARC ANOVALVES)LOCATEDINPAVED WRAPPEOAROUND 18" 12. LATERAL SHALL BE CENTERED •n{TO DETAIL W17 fOR PVC RESTRAINT. 2'SDR-21 PVC MApTNR Z .CRR~~0 BEINSPECTEDANDAPPROVED 2"BALL VALVE
2"SOLIDBRICKMETERBOXBASE LOCK VALVE ONLOTUNLESSOTHERWiSENOTED. OL~~p,1NBD R ~ VALVE IN TRAFFIC AREA VALVE INNON-TRAfFIC AREA > EQ EQ 13. LATERALSHALL NOT BE D 2.) IRON RETAlNINGGLANDM.J.RESTRAINT PWCPRIORTOBACKFIWNG. g^gRASSNIPPLE V,J OR OTHER FORMS OF IRON RESTRAINT IF MAKING WET SLOTTED 2" SCHEO BO C9000R SHALL NOT BEUSEOONPVCPIPE T•1 RESTRAINT SYSTEMS MAY VARY VALVE BOX
BACK PILL ~ 8AG(FILLEDUMILINSPECTEDBY D BOTTOM PNJCPROJECPCOORDINATOR. D~ppE 1RONPIp METER BOX i* 1" w 14. HYDROSTATIC, NLEAKAG END~LL pASS R C~E ~ E TAP SEE DETAIL PVC 80° ELBOW DI FlPE BASED UPON THE ENGINEERS CC 1~NPtpg 3.) PIPE GREATER THAN121NCH DESIGNASSHWuNONTHE W158 Z G
BRICK OFBOX d STERILIZATION7ESTS(200PS1). VALVE,FITTING ROM plp f DIAMETER SHALL REQUIRE PLAN AND PROFILE SHEET'S. WATER : X2" TAPPING SADDLE ~ VALVE, FITTING RESTRAINED JOINTPIPEFORTHE MAIN 2 BRASSF.I.PxPAC MJPLUG N V
W ~ t6. BARB•TYPE FTT7ING6 ARE NOT OR DEAD ENO, ORDIADEND, PROPERLENCTH. 8) GRIPPERRINGANDFIELDLOK L_ 4.j COMPACTfITTINGSAREACCEPTABLE GASKETSAREANACCEPTABLE JOINTfORPVC TO BE REMOVED RESTRAINMJJGNTSWITHIRON FOR USE WITH IRON RETAININGGU+ND METHODOFRESTRAINTON ADAPTOR WHEN EXTENDING ~ ~
-•II-.-1»+1» ACCEPTABLE p~~R RESTRAIN MJ JOiN SECTION"A•A" SPACER SHALL BE 16. SHOULD IT BE NECESSARYTOCRIMPTHE M.J. RESTRAINT RE M.J. RESTRAINT RETAINING DUCTILEIRONPIPEONLY. 2"BRASS NIPPLE MAIN ~ GLANDS(TYP)OROTHERFORMOF M•J•RESTRAINTANDOTHERFORMS "X2"TAPPINGSAODLE CONCRETETHRUSTBLOCK N
BRICKMETER 80XBASE ENTERED WATERSERViCELATERAL AFULLGRCLE GLANDS(r5'P}OR( INSET"A" PLAN INMETERBOX REPAIR CLAMP SHALL BE~LACEDONTHE APPROVEDOIRES APPROVED 01 RESTRAINT.. OF DI RESTRAINT: V
PUBLIC WORKS COMMISSION No DATE REmsION PUBLIC WORKSCOMMiSSION N DATE REVISION ALTERNATE PUBLIC WORKS COMMISSION N DATE REVISION 2° BLOW OFF PUBLIC WORKS COMMISSION No. DATE REVISION > FAYETTEVILLE, N.C. (N.T.S.) FAYETTEVILLE, N.C. Q.
GATE VALVE FAYETTEVILLE, N.C. PROPOSED 1" WATER SERVICE LATERAL FAYETTEVILLE, N.C: RESTRAINT DETAIL 1 8108 AODEDNOTE49 1 MAY 05 VALUE CHANGE DUCTILE(RONPIPEONL (L 1 1/18Y200 RLI+ISEDTABLE,ADDEDNOTEB 1 BLOB CHANGEDFITTINGSTOSCHE080
W.1s DWG. N0. DWG. BY PWC DWG.NO. W,'1 DWG. BY PWC WATER RESOURCES 2 SEPTD5 VALVECNANGE,ADDNOTEI6. SHEET NO. OWG.NO. DWG. BY PWC SHEET N0. W.6 _ _ WATER RESOURCES SHEET NO. 10F1 rJG BY PWC r- DWG. NO. ~,15 DWG. BY: PWG WATER RESOURCES 2 11106 REVISED CONFIGURATION WATER RESOURCES SHEET NO.
1 OF i DATE AUC 1, 200 APPROVED BY JEG ENGINEERING DEPARTMENT 10F1 DATE: Aug 1, 2008 APPROVED BY J.EG. DEPARTMENT 3 JULY O6 RESIZEDMETERCOUPUNG DATE JAN, 01,20 APPROVED BY J.EG. ~PROVEDBV J.EG. ENGINEERING DEPARTMENT 10F1 DATE: JULY01,2009 APPROVeD6r: J.EC. ENGINEERING DEPARTMENT z (V 2009~W152 BLOWOFF.Avg FILE NAME: RESTRAINT DETAILDWG
OflLE NAME: GATEVALVE.DWG O:VicaDIDETaILStw(AT.bWG e,,,~,{I{Il~t~l Ill illll
t
1~•~ PWCSTANDARbPENTAGONAL (T'ipd ~OPERATINGNUiOPEN m COUNTER CLOCKWISE !DARbPENTAGONAL (TYPICAL•NEWFIREHYDRANTSCONNECTEDTOE`USTINGWATERMAINS) ,S„~ L ~j GNUiOPEN NOTES: •h ~
z CONCRETE COLLAR ~ CLOCKVOSE 1. FIRE HYDRANT SHALLBEMODELS 1. PROPOSED FIREhIYDRANTSSHALLBEINSTAtLEDINADVANCEOFSEWER CURB FOR THE PROPOSEDFIREHYDRANTISINTERPOIATEDFROMCROSS MANUFACTUREDSYMUELLERCO. MAINCONSTRUCTION.THECONTRACTORSHAU.SEQUENCETHEHYDRANT SEC710NSANDTHEFLANGEELEVATIONSHOW7JISAPPROXIIdATEFlRE
!N PAVED AREAS • CONC. PROTECTOR 2.2112" NOZZLES & 1-412' D •2112"NOZZLES&1-41f2`NOZZtE (CENTURIAN),AMERICANVALVEAND INSTALtATIONTOPROVIDEANDIORSUPPLEMENTWATERMAINFLUSHINGIF NYDRANTSHALLBEINSTALtEDINACCOROANCEWffHTHEFIREHYDRANT l 0TH FIRE HCSE COUPLINGTHREAO IN HYDRANT CO. (MODEL MARK73), BREAKS OCCUR. AND VALVE INSTALLATION DETAIL
14+<aximumDrainage Pipe Diameter 4' ASPHALT RINGINNONTRAFFIC ~-WITHFIREHOSECOUpLING Area per Pipe (acres) (mCIE@S;i C31vBrSICti (Bland f3UEP IftlCt AREAS. (SEEVALVE STANDARD. NOZZLECAPS: CCORDANCE WlCITY OF FAYETTEVILLE CLOW MEDALLION OR APPROVED EQUAL 8. THE CONTRACTOR SHALL SU~TI7UTEVARIQUS BARREL DEPTHS WITHIN TANDARD. NOZZLECAPSSHALL 2 FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINSSHALL BE Q
min ~p..l BOXOETAlLW7)~ ( BESGCURELYCHAMEDTO QIICL ~ 1r z"min. ~.SD t2 : ;.Y•~':: o";'?{~ 12" in HYDRANTS80DY E SECURELY CHAINED TO THE 2. ALL VALVESAND HYDRANTS SHALtHAVE MADE USINGATAPPING SLEEVE ANDVALVE BY WET TAP COPINECTtON. THE PROJECT(f.E. FIRE HYDRANT NO.IINDICATESA6'-0"DEPTH OF ~ IYDRANTS80DY BRANCH VALVE SHALL BE PLACED BEHIND M.J. CONNECTIONSWITHIRONRETAINING THETAPPINGSLEEVEANDVALUESHALLBEPRESSURETESTEDPRIORTp BURY, ACTUAL CONDITIONS CALLFORAB'-0"DEPTHOFBURY,FIRE ~Qh' ~
FINAL GRADE VALVE BOX 0.75 t5 _ . ~`.'"'G Tf11f1 ~ FIN. GRADE VALVE BOX THECURBWITHACONCPROTECTOR GLANDM.J.RESTRAINTORANCHORLUGS ANDAFTERTHECOMPLETIONOFTHETAPINTHEPRESENCEOFTHE HYDRANT N0.21NDICATESA6'OEPTHOFBURYACTUALCANDITIONS ~i~ v ••,F•CI RING WHERE 2T830'WIDESTREEI•S AND3/4"DL4.STEEL ANCHOR RODS. ENGINEER. TAPPING SLEEVESHALLBEFILLEDWi7HWATERPRIORTO REQUIREA5'DEPTHOFBURY,THENASUBSTITUTIONWiLLBEREQUIRED).
k .gr. , t8 HOIt'i"+:t01'~tlS1B eS,~ ..r;*• 'r''`~•'... s^max 1.00 :~i:,.,.;~•;'''' ~ •y*_ >1.00 as designed "~t.~;' '-f TRACING WIRE 412" ARECONSTRUCTED PRESSURIZATION FOR SAFETY PURPOSES. ALL EXTENSIONSSFIALLBEAPPROVEDBYTHEENGINEERPRIORTO ~j +;:~t.;~.;~ 3 SHALD BEPAENTEDtMTHD~ABUQEDSURFACES 3. THECONTRACTOP,SHALLHAVETHEEXISTINGUTIUTIESLOCATFAIN (EXHAUSTED.NANDONLYAFTERALLEfFORTSOFSUBSTITUTIONARE ~/~III~~~IJIIII M, K{~~~~
. ~ st• ~ - SLIPTYPEC.I. H i BARREL ` VALVE80X a 1 BITUMINOUS PAINT. MARRED OR SCRATCHED BRICK SURFACES SHALL BE REPAINTED. PAINT THE YICINffY OF THE PROPOSED FIRE HYDRANT PRIORTO REQUESTING
- I1P~~ If l! .'y _ ~~E-7 SOUDCONCRETEBRICK •~v 8"GATE VALVE 8"GATE VALVE SEE CONCRETE SHALLCUREPRiORTOBACKFIWNGTRENCH. CONSTRUCTtONSTAKES. THEPROPOSEDLOGATIONMAYBESHIFlEDOR B. WHEREINDICATEDTOTIEEXISTINGFlREHYDRANTTONEWMAIN, THRUST BLOCK RELOCATED BY THE ENGINEERIFCONFUCTSEXIST(I.EGASSERVICES, CONTRACTOR SHALLPROVIOEALLLABOR,TOOLS,EAUIPMENT,MATERIALS, DETAIL 4. FIRE HYDRANT SHALL BE FIELD PAINTED UGETELEPHONE,ETC.). ET0.NECESSARYTOPROVIDEACOMPLETEINSTALLATION.FIREHYDRANT
t IN ACCORDANCE WITH PWC STANDARDS. BEFORE SHALL BE TRANSFERRED TO NEWMAIN BRANCH UNEAFTER MAIN IS
~~1.= ~ 1-'IIi Inlet = t _ _ _ 1fl` spacing (t( - ~ f ~(1~-^ I . ~ , I ~I1 ~ I I I ~ I I =1Z~ 2 TAPPINGSADOLE ° I PROJECT IS ACCEPTED. 4. THE CONTRACTOR SHALL VERIFY (13Y DIGGING), IN ADVANCE OF ACCEPTED. HYDRANTS SHALL NOT BEOUT OF SERVICE FOR GREATER 5. HYDRANT VALVE SHALL BEPLACEDASCLOSEAS INSTALLATION ANDPMTERIALPROCURI?AENT,THEEXISTINGWATERMAIN THAN 24 HOURS. CONTRACTOR SHALL NOTIFYFAYEITEVILLEFIRE
, 8" D.I. PIPE r' ~}sl - _4 } I 6"D.I:PIPE ppSS{gWTOTHEMAIN,BUTDONOTPIACE MA7ERIAL,S2E,CLASS, DEPTHANDLOCATIONFOREACHINDTViOUALFIRE DEPAR7MENTOFOUTOFSERVICEFIREHYORAN•fSPRIORTO M •+>,tii VALVE IN PROPOSED OR EXISTING CURB AND HYDRANT LOCATION IN ORDER TO SUPPLY PROPERSLEEVETYPES,BARREL CONSTRUCTION.
SLOTTED yyALVE ggppX ( ( GUTTER. If THE STREET ISSOILANDNOPAVING LENGTHSANDOTHERREQUIREDMATERIALSTOA000,19MODATEEXISTING 10. SOD SHALL BE REPLACED WMEREAPPUCABt.E. DAMAGETOPROPERTY ~ SEENOTENS ISTOBEDONEATTHISTIME,THELOCATION MATERIALS ENCOUNTEREDANDSTTECONDI710NS. OF THE VALVE IS TO BE DETERMINED BYTHE PVC OWNERS LANDSCAPING, FENCES, ETC. SHALL BE REPAIREDOR REPLACED
Plastic { yy FITS ON TOPPFTPIPE PE UNDISOURBED (J~ BRICK TO BE LACED UNDER PI UNDISTURBED PROJECT COORDINATOR. 5.THEINfORMATIONCONTAINEDINTHE"fIREHYDRAMDATACHART"WAS TOTHEPROPERTYOWNER'SSATISFACTION,TOINCLUDEWITHIN SOIL PRODUCED USING EXISTINGPWCRECORDSANDAVAILABLEFIELD RIGHT-OFWAY. (NOSEPARATEPAYMENT).
cOrrugatetl ~ r III- TRACING`MRE t I t' ~ waT ~r'J~ (f~ ~ MA~ VARIES - DI TEE OR TAPPING 6. FIRENYDRANTSSHALLBEPlACEDASDIRECTEDBY ~VARIES SLEEVE AS REQUIRED THEPVJCPROJECTCOORDINATOR. INFORMATION. THEINFORMA710NISINTEtVDEDTOASSISTTHE i~ Z SEE TAPPING DETAIL CONTRACTOR,6UTISNOTGUARANTEED.THECONTRACTORISEN000RAGED 11.THEUNITPRICEBIDSHALLINCLODEALLLABOR,MATERUdS, 1-
ll•~ 1 2 PVC SDR21 PIPE T ~2" BRASS F.LP. x PACK JOINT 7 CU. FT.;1575TONE 7. HYDRANT BRANCH SHALL NOT BE BACK FILLED TO VERIFY ALL THEPROVIDEDINFORMARON.THISINFORMATIONtS EQUIPMENT,TESTING,FIEID INVESTIGATION,U7IUTYLOCATIONSANDANY f DNE AND ALL OTHER INCIDENTALS REQUIRED FOR PROPER FIRE HYDRANT W
j~lt TOp01 PLACED70ALEVEL4" FOR PVC ADAPTOR ABOVE DRAIN OPENING i hand•CDmpacted VEL4" M.J. CONNECTIONYOTHIRON UNTILINSPECTEDANDAPPROVEDBYPWCPROJECT APPROXIMATE ANDFdAYNOTBEACCURATE PEKING RETAININGGLANDMJ.RESTRAINT CCORDMATOR. INSTALLATION INCLUDING BUTNOTUMITEDTOFIREHYDRANTMATERIALS
I 2"G18"BRASS NIPPLE 2"012"LONG BRASS NIPPLE. cl I fdlllSland) 2" BRASSBALLVALVE ANCHORR D 0 1 . SIDE,2 TOTAL) SEENOTE2ANDPWCSTANDARD 6.THECONTRACTORWILLBEREQUIREDTOSUPPLYVARK)USLENGTHSOF ANDtABOR,YARIOUSBARRELDEPTHS,EXTENSIONS,OFFSETCONNECTORS, J r, ~ 314"DfA.STEEL 8. GATE VALVE AND BOX SHALLBEIN BARRELSANDHYORANTEXTENSIONSTOADJUSTFORWATERMAINDEPTHS TAPPING SLEEVE,TESTING,TARPINGVALYE, TAPPING OF EXISTING MAIN, J ANCHOR ROD RESTRAININGOETAIL. ACCORDANCEYOTHPWCSTANDARDDETAIL IN RELATION TO TOP OF EXISTINGCURBGRADE,TOPOFPAVEMENT, FITTINGS,TRAFFI000NTROLANDSIGNAGE,SOD,SEEDING, PAVEMENT Q
Stabilize ..,..II~~ TopDf 4' in -s" t m Y FA.SIDE,2TOTAL) EXISTING DITCHGRADEAND/OR RIGHT-OF•WAYGROUNDELEVATIONSAS REPAIR, REMOVING AND REPLACINGPAVEMENT,PAINfINGINA000RDANCE ( 9. HYDRANTEXTENSIONSSHALLBEAPPROVED NECESSARY. ADDITIONAL FITTINGSANDIORHYDRANTEX7ENSIONSOR W7THPVV>rSTANDARDS,REMOVINGANDREPL4CINGLANDSCAPINGAND
OUtiBt ~ I1 ~ diVer~On - ~ 8"D.I.PlPE (1 - ~ A `8"D.I.PlPE BYFWCPROJECTCOORDINATOR. OFFSET CONNECTORS MIAYBEREQU7REDTONAINTAINPRCPERCOVER EXISTING FEATURES,ADJUSTMENTSREQUIREDOUETOEXISTINGUTWTY X ~ (NO SEPARATE PAY). CONFLICTS, EROSIONANDSEDIMENTCONTROLMtJ+SURES,REPAIRING AND/ORREPLAGNGALLOAMAGES;FIELDINVESTIGATfONSANDALLELSE ~ ~ O O
~ Natural 111:= :i~ I~` ~ : t.5'mn v:'.•",~:• 3:t I _=rl~ round 1 ntitt :••t; ,.,•r. +~•{i REQUIRED FOR COMPLETE INSTALLATION. LU 7. EXISTING VALVE DEPTHS ARE MEASURED FROMIXISTINGASPHALT M ~
III:-•-.Ills= - •I^ - F, -.II 'ol~l_I~I--F h i.rst:.': ~Ill~lflf~ n 7 icri U'•- r~ ~ -""-r VARIABLE SIZE MAIN LINE W/ 2 TAPPING SADDLE & BALL VALVE 2coATSOF ANDIORVALVECOVERTOTHETOPOFTHEOPERATINGNUT, THE LLI
d ' t111f1 g,. ~V~ j ~ ' M.J.CONNECTiON BITUMINOUS PAINT I O~TBrIT18I L.~t~ _ - - - - - . TS OF e"GATE VALVE BARREUNFORMATIONSHOWNISCALCULATEDUSINGANINTERPOLATION O INOUSPAINT BETWEENTHENJONEARESTVALVES. THEGROUNDELEVATIONANDIOR ~ 4
le+tel SBCtIOn ALTERNATE RESTRAINT SYSTEM NATER(STRAINTSYSTEM RESTRAINING RODS
Maintenance: NO DATE REVISION In ctthe sio a drain and su rGn diversion aftereve rainfaN and promptly make repairs. When the protected 2"WET TAP PUBLIC WORKS COMMISSION FIRE HYDRANTAND PUBLIC WORKS COMMISSION N DATE REVISION FIRE HYDRANT PUBLIC WORKS COMMISSION N DATE REwsION r d. ~ FAYETTEVILLE, N.C. 1on3m3 REVISED NOTE#4 ADDITIONAL GENERAL NOTES FAYETTEVILLE, N.C. _
~ p ppo 9 ry (N.T.S.) FAYETTEVILLE,N.C. 1 s/o6 ADDED NOTE ON CONCRETE COLLAR VALVE INSTALLATION area has been permanently stabilized, temporary measures maybe removed, materials disposed of properly, and ad ev PWO WATER RESOURCES sHEEr No. DwG• No. ~ ~ DWG. By PWO WATER RESOURCES
disfurb~tareasstabilrzedappropnateiy. sHEErrlo. D~•NQ'W,156 DWw;.eY:PAr; WATER RESOURCES 2 1107 REVISEDVAl.VELOCATION SHEEPNO. DWG. NO. N/,18 DWG. BY PWtiw 10F 1 ENGINEERING DEPARTMENT 1 of 1 DATE JAN.Ot, 2005 APPROVED BY J.E.G. ?PROVED BY J.E.G ENGINEERING DEPARTMENT 10F7 DATE JAN. 01, 2005 APPROVEDeY J.E.G. ENGINEERING DEPARTMENT
DATE: JULY01,2009 APPROVEDBY: JEG FILE NAME:2009-Wi582 WEPTAP.DWG FILE NAME: FHCC.DW~ FILE NAME: FH NOTES.DWG
' 16-3i4" UTILITY GENERAL NOTES 1°' No7ES: WATER
.n ~ t. PRi0RT0 CGMMENCEMENTOf ANY WORK VI9TFIIN EASEMEMSOR B. CAMRACTORSHALLPROWDEIEMPORARY SUPPORTS TOR UTILITY G20SS1NGS 14"x19"RECTANGULAR 1. ALL MATERIALS SHALL BE APPROUED BY - 1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS, AND MAINS DAMAGED 5. TRANSFER OF WATER SERVICES SHALL BEACCOMPUSHED AS FOLLOWS: DURING CONSTRUCTION (NO SEPARATE PAYMENT). THE CONTRACTOR SHALL
0" RIGHPS-0F-WAYSTHfGMiTRACrORISREQUIRE070N011FYCONCERNED AND REPAIR DAMAGESOt1ETOC~'STRUCTIONTOTHESATISfACTIONOFTHE VALVE BOX pWC.$EEDWG.W4SHT20F2FOR ~ UIIllN COMPAI4ESINA000RDANCEWTTTt GS87-102 CON1RACTORSHWI U71UttINJaVEDATN0A01%TIONM.E%PENSE TDTHEOWNERiW'DERGROtAJD ME[ER BOX LID DETAIL p - I i I I I I ( f• I REPORT IMMEDIATELY ALL WATER MAIN ANDLATERALBREAKSTOPWC A.INSTALL, TESTANDSTERILIZENEWMAINANDIATERALS. - I - I - I DISPATCHER AND 70 THEOWNER'SREPRESENTATIVEANDSHALLINITWTE LATERALS SHALLBEINSTALLEDADJACENTTOIXISTINGSERVICE
' VERIFYLOCATIOPIOFFXI3Ti~UTIUTIESPPo0RTO8EGlt4'IINGCONSTRUCTION• ELfCTPoGVLCROSSINGSSHALLBECROSSEDINA000ROANCEW9THTHENEC I ~ I- ~ ~ ~ ~ I ~ i~ ~ M NOSEPARATEPAYMEM.EX(STING UTILITIES SHOWNARETAKEN FROM MAPS ANDTECYBvIGAt SPEGHCATION SECTION UNDERGROUNDELECTRICALCROSSING 2. METER BOX SFIALL NOT BE LOCATED - ~ i ~ ; ~ ® ~ IMMEDIATE REPAIRS TOPWCSTANDAROS.CONTRACTORSHALLNOTOPERATE 18"INSIDERNJ, (EXISTING SERVICEISACTIVE). - _ _ PWCWATERMAINVAUfESVNTHOUTPWCAPPROVALANDSHALL000RDINATEALL
WHEREH•20LOADINGSCANIMPACTBOX I ~ p I ~ I ~ I ~ © I ~ I FURNSHED BY VARIOUS VDUtt COMPANIESAND NAVE NOTBEEN PHYSICALLY REOUIPEMENTS. O LOCATED(.&TELEPHONE, GAS, CABLE.ETC,}, 7. Wr1ERE 0EFMEDP~CE38ARY BY THE ENDINEER TH4TASUBSURFACE DRMNAOESYSTEM I3 OR COVER. ~ - ~ - I ~ ~ I ~ I © I - I VALVE CLOSINGS WITH THEPWC, THECONTRACTORSHALLFAMIUARIZEHIMSELF B.TRANSFEREXISTINGMETERTONEWMETERBOXANOTIENEINWATER I I ~ WITH WATERSYSTEMlNTHEAREASOASTOLESSENTHECNANCEOFSERVICE LATERAL TOEXI5NNGDOMES7ICSERVICE• BLOW4fFSERVICEATHOSE8188
N 2. THE CONTRACTOR SNALLDIG UP EACH tTT1UTYWHICH MAY CCNFLICTWITH REOUIRED,711E CONTRACTOR SFIAU. PROVIDE ALLMATERIALS,TOOLS, LABOR, EQUIPMEM, 3. FOR 1"WATER LATERAL INSTALLATION W I - I - - I - TIHNS70 FJOSTING tXtAINAGE STRUCNRESANDALLOTHER INCIDENTALS NECESSARY TO ~ I_ ~ I ® INTERRUPTION. ON HOUSE ONLY IF EXISTING METER HAS NO LOCK VALVEORISINOPERABLE. _ WHEN MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD I I l i 11-1l2" 2.THECONTRACTORSHALtNOTUSEHOUSEHOSEBIBBSORANYOTHFR CORPORATIONATMAINANDCLOSECORPORATlONTOABANDCNOIJ)SERVICE
CONSTRUCTtON 140AYS IN ADVANCETOVEPoFY LOCATIONS (HOWZOMALLYANO PROVDE COMPLETE INSTALLATION INACCORDANCE WRH GTY Of FAYETTEVILLE STANDARDS. 15.485 m SEE PWC DETAILW2 ~ Q I ~ ~ ~ ~ ~ ~ ~ ~ VER'TtCALLY)TOALLOWTHE ENGII&ER AN OPPORTUNYTYTO AOJUSTTHEf~SIGN IMPROPERLY(N6TALI.EDASdD NCN~fUNCTICMNG tkTAINAGE SHALLBE REMOVEDAND REPlACEO 3 - I I - I 0 METHOD OF BLOWOFfWHICHALLOWS00MESTICWATERCONTAININGSEDIMENTS (NOSEPARATEPAYMENT). 0 OR HIGH LEVELS OF CHLORINE TO PASS THRU RESIDENTS METERS. THE
O TOAVOIDCONFiICi'S¢tOSfPAFATEPAYMfNt). ATTHEGNVTRACTORSEXPENSE.EXISiIt~FRENCHDRAINAGEDAMAOEDDIIRINGCOMSTRUCTION ArNOA owuExPEwsfT THE OWNER ~ I I I I 1 1 1 1 I I SHALI.BEREPLACEDANDORREPAIRED ODRt 0 _ _ _ _ _ 1 ® I I ~ CONTRACTORSHAtLBERESPONSIBLEFORALLDAMAGESRESUL7INGFROM C. AFTER ALLSERUICESARETRANSFERREDTOTHENEWSYSTEMINA _ _ _ ALLOWING"DIRTY"WATERTO ENTER RESIDENTS PLUMBINGSYSTEM,SUCHAS STREET OR VALVE TOVALVE,CUTOFFVALVEONEXISTINGSYSTEMAND
4J 3. ALLSANITARY SEWER&WATER CONSTRUCTION SHACL BE INACCORDANCE ~ I- I~ I~ I~ I- I I~ 1MTHSTANDARD6ANDSPECIFIGATIONS GF THE P1i8UC IAbPo(S COMMISSION. © ~ ~ I ~ ~ ~ I ~ I ~ ~ ~ i ~ I I i I ® WATER HEATERS, STAINEDDLOTHING,CLOGGEDSCREENS,ETC. ABANDON EXISTING MAINS AS INDICATED INTHEDETAILS.
~ STORM DRAINAGE,STREE'TCONSTRUC'TICNAND PAVING SHAILBE IN B.STORM ORNN0.6E REPAIRS BY COMPACTOR DUETO CONSTRUCTION DAMAGE ANDJOIMS - I - I - I - I - I - - A000RDANCf WITHTHE CITY OF FAYETTEVlL4E. EXPOSED Ot#21NGC~TRUC'RONSHAt16EINSPECTED BY THE OWNER PRIOR TO BACKfILUNG. - I - I - 3.WNEREPLANSINDICATEEXiSTINGWATERVALVETOPh21MANDINVERT,THE O. CONTRACTOR SHALL SUPPLYNEWMETERBOXESANDDISPOSEOF c(~ INVERT IS THEELEVA7lON Of THE TOP OF THEVALVEOPERATING NUT. DEUUVERED TO PWC WAREHOUBSOEON BELT ~ULEVARD FAYETTEVIU.E~N.C. ~
~ .825 - 4. UfILiTYSfRVICEST0INDMDUALPROPERTIESARE NOTSHOW411NTilE Uj PROFS I~fORSIMPU1~dTY~~C, CABLE, GAS, ERNCES MAY tNCL(RIEWATER TOPNEW 4. DUE TOTHE QUESTIONABLE INTEGRITY OF THE EXISTING WATER SYSTEMAS
A ISOMETRIC RELATMGTONEWCONSTRUCTION,CONTRACTORSHALLINSTALLNEWWATERAND E.CONTRACTORSHALLCHANGEOVEROLOMETERTONEWSERVICESOR TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER CONSTRUCTION. INSTALL NEW METER FURNISHED BY PWC. SAME METER NUMBER SHALL BE
5. COMPACTOR SHALLCOORDINATEWITH UTILItt OYMVERAT~ BE RESPONSIBLE PLAN 0 ~ 15-112" THIS MAY BE ACCOMPLISHED5TREETBYSTREETTOALLOWSIMULTANEOUS INSTALLED ONSAMEADDRESSANDIORCU5TCMER. WATER AND SEWER CONSTRUCTION. WATER SHALL BE INSTALLED UTILIZING A a
~I - DURIIdGTHE LRIUTYMAIN INSTALLATKINAND STREET CONSTRUCTION. INO ~ 14.37 10.125 W SEPARATEPAYMEt+ft). PWCAPPROVED CUTSHEET INDICATING WATER MAIN INSTALLATION DEPTH BELOW ENGINEER SUPPLIED REFERENCE POINTS.
Q ISOMETRIC VIEW ~ (/i
y
~ ~1~1~-~r-~ 1(-1~-1 114" ~ L~ :~~•ii
a 12.0
N c: JL.Jl~1 10.1/4°
F~ 4.125 1875
I } J~4 Inc ~flj EIDE10, U J- 100) WIL F~
o [~+:2313 75 750 3.875 E11::1E1LJ 3.0 20.125 SIDE VIEW LID/ SCALE` NTS
N 4•37 ELEVATION
UNDERSIDE 0 ELEVATION VA BOOK NO.
t NO. DATE REVISION o PUBLIC WORKS COMMISSION N DATE REVISION PUBLIC WORKS COMMISSION 1-INCH METER BOX LID D PUBLIC WORKS COMMISSION NO. DATE REVISION WATER UTILITY NOTES PUBLIC WORKS COMMISSION N DATE' REVISION FAYETTEVILLE,N.C. 1. 7107 REVISEDUD FAYETTEVILLE, N.C. 1 N05 REVISED 5A SHEET
UTILITY GENERAL NOTES - t-INCH METER BOX DETAILS rn FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. •E
DWG. NO. DWG. BY PuIC N0. DWG. N0. W 4 DWG. BY PM DM. NO. N•2 DWG. BY Pf WATER RESOURCES SHEETN0. W'4 WATER RESOURCES SHEOF2 BY WATER RESOURCES SHEET N0. DNS. NO. W. ~ DWG. BY PVC WATER RESOURCES
DATE JAN. 01,20D8 APPROVED BY J,EG. n S1EOF1o ENGINEERING DEPARTMENT 1oF2 GATE JAN.012006 APPROVED BY J.E.G. ENGINEERING DEPARTMENT fl DATE JANV.01, 2005 APPROVED BY J.EG. PPROVED BY J.EG. ENGINEERING DEPARTMENT 1 °f 1 DATE JAN. 01, 2005 APPROVED BY J.E.G. ENGINEERING DEPARTMENT 15 OF 17
n UTILITY_NOTES FILE NAME: IIN MEfERBOXDVVG 4+ FILE NAME: 1INMETERBOXDWG FILE NAM E: WATER UTIUTYNOTES.DWG` ?,ZE-
d I:

DRAWN BY: MKR The Slicing Method ~
2, CONSTRUC110N SPECIFiCATiONS COMPACTED 1. Clear the entrance and exit area of all vegetation, roots, and other Figure 6.62b £ ` ~ ~ CHECKED:
SOIL MIN. objectionable material and properly grade it. Drive over each side of silt Gass g \ ~ JMK, JR.
t;fit. , `~T 2. Place the ravel to the s ecific rode and dimensions shown on the , :,y,a•:xt^ ~ 9 P 9 ,:rr.:~~~f~'•-;` ~.~§C.. '~q,~ pions, and smooth it. 8' max. standard siren th fabric fence 2 to 4 times with mPitAP ~ ~ 9 device exerting 60 p.s.i. or To of Fabric \ P[AN REVIEWED: with wire fence 6' max. extra greater Belt 1 ~ JMK, JR.
+ss~; ;rY i8" MIN. 3. Provide droina a to carr water to a sediment tra or other suitable siren th fabric without wire fence Pending height t0P 8"
DESIGN CRITERIA ~ t; 4:r•,i1r::^:*a,:,.., ,ar.;;: W 9 Y P 1. Remove and ro erl d ose of ail trees, brush, scum s, and other ~''"•'`""~'~,~"'a`'~''•''•'~~~-''``'~~~""''"~'`' ! p~0 max. 24" POST SPACING: ape Immrt, 38' DATE: Steel 6' max. on open runs „~~m„, Flow ~ Flow dPe N"` JULY 2009
AGGREGATE SIZE -USE 2-3 INCH WASHED STONE P P Y ~ P /'%"i/ i' f%'~%''~/'i%'~%`i%'~ ~'i% 1.-~~~ outlet. objectionable material. \ \ \ \ 4. Use geotextile fabrics because they improve stability of the foundation DIMENSION OF GRAVEL PAD q , je P q 9 pos Attach fabric m Plastic or to upstream 4' max. on pooling areas , x\
THICKNESS. - 6 INCHES MINIMUM 2. Ensure that the minimum constructed cross section meets all desi n \ \ \ \ in locations sub' at to see o e or hi h water table. Wire were ties side of post ~ fence FLOW ,
WIDTH 12 FT. MINIMUM OR FULL WIDTH AT ACCESS requirements. ~ ~ / / POINTS OF THE VEHICULAR ENTRANCE AND EXIT 3. Ensure that the to of the dike is not lower at an oint than the 18-24" POST DEPTH: ATTACHMENT DETAILS: ~ \ \
AREA, WHICHEVER `IS GREATER P Y P 6' TYPICAL Natural 2 feet ground • Gather fabric at posts, ~ ii \
LENGTH - 50 FT. MINIMUM: design elevation. plus the specified. set#IemenL Maintain the grovel pad in o condition to prevent mud or sediment from leaving the construction site. This may require periodic topdressing with 2-inch stone. LOCATION -LOCATE CONSTRUCTION ENTRANCES AND 4, Provide sufficient room around diversions to permit machine regrading After each rainfall, inspect any structure used to trap sediment and clean if needed. E°
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE and eieanout. TEMPORARY EARTHEN DIVERSION BERM it out as necessary. immediately remove all objectionable materials spilled, washed, `Y~run'-n-~ Filter .Utilize Three ties per post, U
AND TO PROVIDE FOR MAXIMUM UTIUTY BY ALL or tracked onto public roadways. ' CONSTRUCTION VEHICLES. AVOID STEEP GRADES 5. Vegetate the ridge immediately after construction, unless it will remain 8" down & 4" fabric all within top 8" of fabric. ~Mptromlte ~6 fiber forward along N°turat crorme Z
AND. ENTRANCES AT CURVES IN PUBUC ROADS. in place 21 worsting days or less. COARSE AGGREGATE the trench .position each tie diagonally, t' }•-3'--} PLAN VIEW puncturing holes vertically y-- -
CONTRACTOR SHALL INSTALL ADDIAONAL GRAVEL ' CONSTRUCIION ENTRANCES NOT INDICATED ON THE PLANS MAINTENANCE 3 NTS a minimum of t" apart. ~ 2' ~ ~
In ecY taro orar diversions once a week and offer ever rainfall. Immediatei T ~0 REQUIRED FOR STAGING AND/OR BORROW AREAS AND sP P Y Y Y dj ~ 0 No more than 24" I f-"' ( PIPE I of o 36" fabric •Hang each tie on a post nipple .t- A Wir and tighten securely, ~~t~lbll~l~{-III
MAINTAIN AT NO ADDITiONAL EXPENSE TO THE OWNER. remove sediment from the flow area and repair the diversion ridge. Carefully ~ i qk G~ e en t are rte J check outlets and make timely repairs as ne dad. Wh he a p o cted 18" MIN. 0 Plastic Backfill trench is allowed above ground. ( ) I ne t.Y II~~_ ~~I~- _Ilr,-ur-11111-:u-I or wire fence Filter and compact Use cable ties 501bs or soft wire. r- ~ Z
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL is permonentty stabiNzed, remove the ridge. and the channel to blend with the Ow QJ CONSTRUCTION ENTRANCES AT MIS EXPENSE UN1TL FlNAL natural round level and a riatel stabilize it. GRAVEL ENTRANCE SHALL BE 50 FEET ties fabric thoroughly (~~I=111~1I~ ~II~ ~ ~ IL I II~I(~I II a MAx. SadmeM Deptt+ raehed stare peso B ~ Q"i
ACCEPTANCE. 9 PProP Y \ \ IN LENGTH AND 20 FEET IN 'MDTH ~ rryfn NflTH 20 FOOT RADIUS AT EXISTING Roll of 1''1 dip, Steel Natural silt fence Post P+~P W pos ground peoration installed
' \\i ROADWAY after ~ ~ ~ ps pe
TEMPORARY GRAVEL DIVERSION BERM 3s'-o" MIN 4'-0° 10-0 ° ~ Fabric Fence compaction ROCKPIPEINLETPROTECTION ^ E.t ~ ~ ~
9' TYPICAL 6" TEMPORARY DIVERSION BERM DETAILS L mjn. above H ~ O
NTS 6" MIN. .1I O ground CONSTRUCTION SPECIFICATIONS ~}W 2. Cleaz the area of all debris that might hinder exavafion and disposal of ~ a F+1
• F~ .FILTER FABRIC -3" WASHED STONE ~ ~~0' 8" ~12° spoil. e)t iY, o ~ SRQSS-SECTION NEW ~ Completed 2. Install theClassBorClassIriprapinasemi-cirdearoundthepipeintet. ~ W a
crma 2"-3 ti ry/ Honzon a Slicin blade ~i ~I NTS 9 Installation The stone should be built up higher on each end where it fies into the chise polo width (Fgure 6.62a installation detail of o sediment fence.) ) embankment. Theminimumaestwidthoftheriprapshoufdbe3feet,witha O ~ O
VEL CONSTRUCTION ENTRANCE COURSE AGGREGATE GRA (3" width) Vibrptary plow is not acceptable because minimum bottom width of l1 feet. The minimum height should bet feet, but ~~yy Ey a SEDIMENT FENCE of horizontal compaction also 1 foot lower than the shoulder of the embankment or diversions. F+"t >J a W
ANT TEMPORARY GRAVEL NTS 3. A 1 foot thick layer of NC DOT #5 or #57stone should beplaced oaths ~ W
BAr~~ CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS outside slope of the riprap. ~ ~ a 4. The sediment storage azea should be excavated around the outside of
CGNSTRIJCrtaN SPE(Tk1CATTON f4.E'f 7.0~ 36X aF SURFACE AREA N.T.S. MATERIALS the stone horseshoe 18 inches below natural grade. ~ Ey
7. Grade the basin so lhatthebotrom is levelfront to bad: andside )aside. T. Install postsozsawtrozses aaossthewidthoftkesediment hap(Pracdceb.b2, SeAimmE SKIMMER EMERGENCY SPILLWAY 1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD 5. When the rnntribufing drainage area has been stabilized, fill depression ~ and establish final grading elevations, wmpact azea properly, and stabilize polyester, which is cerH6ed by the marmfadmuer oz supplier as conforming to Instead of excavafiong a trench, placing fabric and then backfilling trench, a
p~I. SCHEDULE 40 ELEV.=SEE CHART 3. Steel pcs5shouldbedriventoadepthofl4indies,spacedamaximumof4(eetapart $ 6' IN STABLE $OIL ' and irotaQedu Ifieside ofthebasnas well. That o(dxfabricshoufdbe6indus 'her PVC PIPE TRASH ( ) the requirements in ASTM D 6461, whirlm is shown in part in Table 6.62b sediment fence mayh be installed using speaaAy designed equipment that with ground cover. (Refer to the Erosion and Sediment Control Planning and Design Manual, inserts the fabric into a cut sliced in the ground with a disc {Figure 6.62b).
than theinvertofUe sp8lway. TopsofbafBesshou~d be2ind~eslower than the topoE~tM1e RACK MIN. CLASS B Chapter 6, Section 62.2). MAINTENANCE ~
PVC VENT RIP RAP 4 Instaltatleaztthreerowsofbafflesbetweentheinletandousetdiuhargepant.Bazire TOP OF BANK D50 =SEE CHART tessUan 2a feetin length mayuse2 baffles. PIPE T INSTALLATION SPECIFICATIONS W )N Synthetic filler fabric should wntain ultraviolet ray inhibitors and stabilizers 1. The base of both end posts should be at least one foot higher than the Inspect rock pipe inlet protection at least weekly and after each significant (1/L U
5. When using posts,addasuppadwireorropeaaossthetopofthemeasureloprevent SEE CHART 1' FREEBOARD MlN. ON EROSION sagging. f6tST CHAMBER TOP OF RISER 2.0'MIN. SHEET to provide a minimum of 6 months of expected usable construction life at a middle of the fence. Check with a level iE necessary. inch or greater) rainfall event and repair immediately. Remove sediment and ~a temperature range of 0 to 120° F. restore the sediment storage area to its original dimensions when the sediment ~
- 6. Wrap porousmzteriaklikejutebarkedbycrrirmaterial,overasawhorseorthetopw;re. ~ ~ EMBANKMENT STABILIZED HammerrebazintotMsawirorselegsforanehoring.Thefabucshoutdhave8vetotenpercent ELEV. SEE CHART 3:1 MIN. openingsintheweave. Auachhbrictoaropeandasuppodswcturewithzipties,wires WITH VEGETATION 2. Install posts 4 feet apart in critical azeas and 6 feet spat on standard has accumulated to one-half the design depth of the trap. Place the sediment 2. Ensure that posts for sedament fences are 1.331bllineaz ft steel with applications, that is removed in the designated disposal azea and replace the contaminated GL,
staples. CFbMEC•n 7. The bottom andsidesofthefabricshwtdbeanchmedinatrend,ozP~with&indi 'fix ~ S'iAiFACE AREA • 36" a minimum length of 5 feet. Make sure that steel posts }lave projections to part of the gravel facing.
erosion mnhot maltingsFaples 3:1 MIN. ' 8. Dorrot sphcethefabriSbukuseamntinuouspieceaaoss thebadn. ~ ANNEL faalitate fastening the fabric 3. Install posts 2 feet deep on the downstream side of the slit fence, and as dose as possible to the fabric, enabling posts to support the fabric from Check the structure for damage. Any riprap displaced from the stone
Mn,NrenIANCB ounEr, CLASS t ' zap ORIFlCE VC TEE .0 0 0 0 W N 3. For reinforcement of standard strength filter fabric, use wire fence with a upstream water pressure. horseshoe must be replaced immediately. minimum 14 gauge and a maximum mesh spacng of 6 inches.
~ ~ 'PLATE InspedbaFPesat leastonceaweek avd aflezead. rainfall. Make anyrequiredzepaim immediate) . S' CREST W91 y BOTTOM OF POND :'a~:;:=~ 24" BARREL 4. Install pasts with the nipples faring away from the silt fabric. After allthesediment-producing areas have been permanently stabilized, CONSTRUCTION remove the structure and all the unstable sediment. Smooth the azea to blend
Be suretomaintain access totbebafBes. Should thefabricotabaHle wllapse, tear, deampose, ELEV. SEE OHART 7. Construct the sediment barrier of standard strength or extra strength 5. Attach the fabric to each post with three ties, all spaced within the top 8 with the adjoining areas and provide permanent ground aver (Surface
or bemme ineffective, replace it promptly. SlRPO1tT HOPE SUPPdRT POST Lo synthetic filter fabric. inches of the fabric Attach each tie diagonally 45 degrees through the fabric, Stabiluatfon). witheach puncture at least 1 inch vertically apart. Also, each fie should be
Removesemmentdep~itswhenitreadies5atElul(toprov+deadequatestoragevotumeforthe TO W&iE TO PHE- 24" tiTO t]OTTdI STS ANil-FLOATATiO next rein and toreduce pressures,thebafBes. Takemre too aid damaging thebafBes during ~ , OR ~ CONCRETE Cp~R P PRINCIPAL 2 3 OUTLET deanwf, Sedimentdepth shaild r~vecexceed haffMe designed sromge depU, 2. Ensure that the height of the sediment fence does not exceed 24 inches positioned to hang on a post nipple when tightened to prevent sagging. ROCK PIPE INLET PROTECTION ~ above the ground surface. (Higher fences may impound volumes of water Q
2500 PSI MIN SELEC7 FlLL C(/T-OFF TRENCH P!U-WAY / Afteilhe contributigv dzainageareahas been propedyslabilixed, remove all baEnematedals (5.0'X5A`x1.5'} PLACED IN LAYERS BARREL ~ sufficient to cause failure of the structure.} 6. Wrap approximately b inches of fabric around the end posts and secure ~ CHART with3ties. N.T.S.
_ a~uiutablesediment itr,bd t6euearo rade,andstabi6xeit. AND COMPACTED 2' DEEP THK. =SEE CHART "s g (TYP,} STABILIZED ON ER05fON ' OUTLET SHEET ER0510N 3. Constzud the filter Fabric from a continuous roll cut to the length of the
(R!P-RAP} FLTER FABRIC .ET barrier to avoid joints. When joints are necessary, securely fasten the filter 7. No more than 24 inches of a 36 inch fabric is allowed aboveground m cloth only at a support post with 4 Eeet minimum overlap to the next post. level.
Noce: CON5Rtt1CRON SPECIFICATIONS CONSTRUCI'IONSPECIP[CATIONS 4. Support standard strength filter fabric by wire mesh fastened securely to 8. The installafion should be checked and corrected for any deviafions before
eawsbaxlasst,aline;nstdlea;ruideatttemporaysed;mentuaps,r«kdams,swmm«basin 1. Ensure that the subgrade for the filter and riprap follows the required lines orsed;ment basins toredoce thevetodryandturbutenceot thewaternow;ngthra,ghme - ~ . STS ~ 1. 5rte preparations -Clear, grub and strip topsoil from areas under the embankment to remove trees, vegetaBon, and odes shown in the Ian. Coro actan fill re aired in the sub ode to ws the required lines fhe upslope side of the posts. Extend the wire mesh support to thebottom of compaction.
measure,andfaauwtethesetaingofsedimentitomtnewaterbetoredisd,arge. T ~a ~n~ ~ ~ roots a 'o abe material. De cieorin the. i area urdii tho dam is cam late and then remove. brush, ~ p p y q ~ nd other objectr n I lay g poo P density of the surrounding undisturbed material. Low areas in the subgrade 'd in the subgrade to the the trench. Fasten the wire reinforcement then fabricon the upslope side of ° areas itT the subgrade on the fence post. Wire or plastic zip ties should have minimum 50 pound tensile 9. Compaction is vitally important for effecfive zesults. Compact the soil ~ t ' + f "
9AFFLE DETAIL trees, and other objectianabfe materials to faclitate sedimerd cleanout. Stockpile all #opsoii or soil containing organic matter far use on the Qatar shell of the embankmerd to facilitate v~etative eatobliahmerd, Place temporary sediment undisturbed soil may also be filled by increasing the riprap thickness. ~ Ta !~H control measures below the basin as needed. crap thickness. stretm8th• immediately next to the silt fence fabric with the front wheel of the Tractor, skid steer, or roller exerting at Least 60 pounds per squaze inch. Compact the o° ° ° o Ntd7OT JS OR +57
2. Cut-off-tronch - Excavate a cut-off trench along the centerline of the earth fill embankment. Cut the trench to 2. The ri ra and oval filter must conform to the s ecified actin limits stable soil material, but in no case make it lase than 2 feet deep. The cut-off trench must extend into both abutments p p ~ p gr g led grading limits 5. When a wire mesh support fence is used, space posts a maximum of 8 feet upstream side fast, and then each side twice for a total of 4 trips. washed storm apart. Support posts should be driven securely into the ground a minimum of
to at least the etavation of the riser crest. Make the minimum bottom width wide enough to permit operation of shown on the plans. 24 inches. MAINTENANCE O
Embankment m .excavation and wmpaction equipment, but in no case less than 2 feet. Make aide atopes of the trench no steeper than ' Inflow E ta. Compaction requ,rcrnents are the same as those for the embankment Keep the trench dry during backfilling and 3: Filter cloth, when used, must meet design requirements and be properly is and be properly 6. Extra strength filter Fabric with 6 feet post spacing does not require wire Inspect sediment fences at least once a week and after each rainfall. Make any
structure Inflow ~ compaction operations. structure a 3. Embankment - Taka fill material from the a roved areas shown on the plans. ft should be clean mineral soil, free protected from punching or tearing during installation. Repair any damage 1 8affl~ 1' Freeboard Emer9~Y a of roots, woo ve station, rocks, and other ob'echunable motedai. Scari areas on which fill is to be laced before removin the ri ra and Satan another iece of filter cloth over the dams l Repair any damage by mesh support fence. Securely fasten the filter fabric duedly to posts. Wve or required repairs immediately. N cloth over the damaged plastic zip ties should have minimum 50 pound tensile strength. W
sp7iwoy E 9 i ~ P $ P P P g P $ _ m placing fill. The fill material must contain sufficient moisture so it con be formed by hand into a bail without crumbling. area. All connecting joints should overlap so the top Layer is above the - fl water can be squeezed out of the bail, it is too wet for proper compaction. Place fill material in 6 to B inch yer is above the Should the fabric of a sediment fend collapse, tear, decompose or become ~
_ - cordinuaus capers over the aritire length of the fill area and compost it. Compaction may be obtained by routing the downstream layer a minimum of 1 foot. If the damage is extensive, replace - I - construction hauling equipmerd over the fill so that the entire surface of each Iayar is traversed by at (east one wheal or the entire filter cloth. is extensive, replace 7. Excavate a trench approximately 4 inches wide and 8 inches deep along ineffective, replace St promptly. ~ the proposed tine of posts and upslope from the bazrier (Figure 6.62a}. Remove sediment deposits as necessary to provide adequate storage volume
- - - = - - - Skimmer tread track of heavy equipment, or o compactor may ba used. Construct the embankment to on elevofion 10 percent 8. Place 12 inches of the fabric along the bottom and side of the trench. for the next rain and to zeduce pressure on the fence. Take care to avoid
- _ 7 _ _ _ _ _ . dewatering higher than the design height to allow for settling. 4. Riprap may be placed by equipment, but take care to avoid damaging the _ _ - - - - 4. Conduct spillways - Securety attach the riser to the barrel or barrel stub to make a watertight structural connection. •....:......c.._ _ _ _ _ _ devise - - _ _ - - - _ _ _ _ o a fi filter. Pta the barrel and riser n rm _ = - _ _ _ - - - - a roved waterti ht aeeembiies. ce _ _ _ _ _ _ Secure all connectio s between barrel sections b n 9 mvoid damaging the undermining the fence during cteanout. 9. Baek&B the trench with soil placed over the filter fabric and compact. 4' Tt'i Q X.
Sediment - Emergenc smooth foundation of impervious soil. Do not use periroue material such as sand, gravel or crushed atone as backfili Y around the pipe of anti-seep collars. Place the till matedal around the pipe spillway in 4-inch taysra, and compact it 5. The nummum thickness of the ri ra should be 1.5 times the maximum Thorough mmpadion of the backfill is aifiical to silt fence performance. Remove aIl fenang materials and unstable sedimemf deposits and bring the 1s-gauge heMwaro ebth Les the maximum area to grade and stabilize it after the contributing drainage area has been (i/4 mesh openings}
Storage zone Average =8E@g, spillway under and around the pipe to at least the same density as the adjacent embankment. Care must be taken not Yo raise p p CROSS-SECTION Width W L the pipe from firm cordact wRh its foundation when compacting under the pipe haunches. stone diameter. 10. Do not attach filter fabric to existing trees. properly stabilized. ~ Z
VIEW iArea of basin water surface at Baffles Place a minimum depth of 2 feet of compacted backtfll over the p'q>e spillway .before crossing it with canatruction top of principd epBiway elevation equipmerH. Anchor the riser in place by wncrote or other satisfactory means to .prevent fbtotion. fn no case should the 6. lu ra ma be field stone or rough quarry stone. It should be hard, ouldbehard, o Nt:~l ~ ~ i~T ~ ~,~~1UIIIN~//
NTS prpe conduit be inetalled by cutting a trench through the dam after the embankment is complete. p p y PLAN 5. Ema en s iliw -Install. the emergency spillway in undisturbed soil. The achievement of planned elevations, angular, highly weather-resistant and well graded. washed stone ; OC,S rl C' O
VIEW grade, Aas9n width and entrance and exit channel atopes arc critical to the successful operation of the emergency he end. Make the Z, ~ a~ ;
PVC Vent ~"iIWOI'' 7. Construct the apron on zero grade with no overfill at the end. Make the Pi NTS 8. Inlets -Discharge water into the basin in a manner to provent erosion. Use diversions with outlet protection to top of the riprap at the downstream end level wtth the recervmg area or shgl Pe divert sediment laden water to the upper end of the pool area to improve basin trop efficiency (Referonces: Runoff receiving area or slightly o ~ C~r ~ ~ 6» ` ~fl • • p 0000 00000000
Sch~iule 4O PVC End Control Measures and Outlet Protection). below it PVC Plpe Cap PVC Elbow 7. Erosion cordroi -Construct the structure so that the d'laturbed area is minimized. Divert surface water away from o IXkVELRLIER ~ Ilhl II~IC~I~ rit~ed ~ I li- I II I-,JI
bare areas. Complete the embankment before the area ie cleared. Stabilize the emergency spillway embankment and all 8. Ensure that the apron is properly aligned with the receiving stream Water other disturbed areas above the crest of the principal spillway immediataty after construction. (Reference: Surface and preferably straight throughout its length. ft a curve is needed to fit site 'ivingstream I ztsloESLaPE III III~II I w 2 I I lI~I 11-
Stabilization) Water Surface conditions, place it in the upper section of the apron. e is needed to fit site I~~~bI~~~I~II I~1~~~~C~I~~F
- 8. Safety -Sediment basins may attract children and can be dangerous. Avoid Steep. srde sbpes, and fence and mark basins with warning signs 'rf trespassing Ls likaty. Folbw all state and local requiremerda. 9. Immediately after construction, stabilize all disturbed areas with vegetaton areas with ve station ~ IhNC 3' ~ ~9~j~. " ~
Schedule 44 PVC End (Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding). tt Seeding). g Ow'•) p a ~ HARDWARE CLOTH & GRAVEL INLET PROTECTION '//////`S M• i`~~~
PVC Pipe PVC Tea Cap Orifice 0
Plate PVC P' FTexble PVC Tea ~ MAINTENANCE y~e Halos in ° CONSTRUCTION SPECIFICATIONS
Underside CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE MAINTENANCE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT NfNACON~1 a a 0 N1AE NEStI ' ^
ACCUMULATES TO ONE HALF THE DESIGN DEPTH. Inspect riprap outlet structures weekly and after significant inch or greater) nt inch or greater) 1. Uniformly grade a shallow depression approaching the inlet. ~ prop has taken place, 2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. M
~ END VIEW CHECK THE EMBANKMENT SPILLWAYS' AND OUTLET FOR EROSION DAMAGE, AND rainfall events to see if any erosion around or below the nprap has taken place, NTS INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY or if stones have been dislodged. Immediately make alt needed repairs to eeded repairs to Space posts evenly around the perimeter of the inlet, a maximum of 4 feet ~ Noh: a+swtt To ~ txEavtn
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. prevent further damage. FRONT VIEW CFAVEI. FlL7ER FS NtF11FD TO tmMlvE apart. W N ~.t SDE FlLTER sratE ADD III, ~ 3. Surround the posts with wire mesh hardware cloth. Secure the wire
NTS FLARED END OUTLET PROTECTION TE CTI O N ~ --{sue a mesh to the steel posts at the top, middle and bottom. Placing a 2-foot flap of Q
SKIMMER DETAILS SEDIMENT BASIN DEfAiL { o o ~ the wire mesh under the gravel £or anchoring is recommended. ~ Z
NOT TO SCALE PERSPECTIVE VIEW ~ NTS NTS eERMANENT SEEDING SPECIFlCATiON i o a ° o I j~ 4. Place clean gravel (NC DOT #5 or #57 stone) on a 2:1 slope with a height O ~ d. ~
CONSTRUCTION SPECIFICATIONS MAINTENANCE 'ca s ions and lowed to a de th of 5 inches. 1Hi5 WORK SHALL CON~ST FURNISHING, PLACING MAINTAINING AND REMOVING A "tAfTTERBUDDY' TYPE 'atTTERBUODY' T1PE ~ ~ o~ ~ o ~o I of 16 inches around the wire, and smooth to an even grade. O ~ ~ 5. Once the contribution drainage area has been stabilized, remove
1. Clear, grub, and strip the area under the embankmentof all vegetation and 7, EaMen spilways • Install the splhvay m undisturbed spll to the greatest Inspect skimmer sediment basins at least weekry and after each sign cant 1. All disturbed areas shall be dressed to typl I act p P SEDIMENT L~ITROL DEYSCE AS DI~C1ID BY THE ENGINEER AND AS root mat Remove alt surface soilcomaininghighamoumsoforganicmatler exleMpossible. Theachievemenlofplannedelevatwns,grade,designwidlh, (one-halfind, orgreater)raiMalleveMandrepairimmediately. Remove The top 2 inches shalt be pulverized to provide uniform seedbed. NOTE Line should be applied ~{ONN ON THE PLANS FOR A TYPICAL 2'x3' CATCH BASIN, THE "GUTTERBUDDY' SHOULD BE PROHDED WITH wLD BE PRDUDm WITH a i t I I I II 1 1 1 II i l l i I.I. J~ lA LtID INTO THE BACK OF I accumulated sediment, and establish final grading elevations. ~ t
andstodcpileorrrsposeofitpropedy. Haufaliobjedionablematedaltofhe arMentmnceandexitchanneislopesareailicaltothesuccessfuloperatbn sediment andrestorethebasintoitsodginaldimensionswhensediment with necessary equipment to give uniform distribution of these materials. The frond-bucket MINIMUM LENGTH OF 8'. EACH ENO OF THE FlLTER SOCK ~IOUID BE SECURELY INSTAtlED INTO THE BACK M designateddispasalarea. Place temporary sedimentconUOlmeasuresbeWw ofthespiGway. ThespillwayshouldbelinedvdthlaminatedplasGCor accumufatestoone-half the height of the first baffle. Pull theskimmerto method is not acceptable. Lime and fertilizer should be incorporated into the soil prior to THE CATCH BARN BETWEEN THE HOOD AND THE CRATE. A MINIMUM ~ 6"x12" OFF EACH END OF THE FlLTEF ACH END OF THE FlLTER ~i I I I I I I 6. Com act the area ro erl and stabilize it with ound cover. ~ ~ ~ d' I I I I ~I I I I Ill III i-I I- P p P Y gr Q ~
I basin as needed. impermeablegeotextilefabric: Thetabdcmustbsvddeandlongenotghto one side so that the sedimentundemeathikcanbeexpvated. Excavate the SOCK SHa1LD BE SECURED INTO THE CATCH BASIN IN THIS MANNER. coverlhebottomartdsidesandextendontothetopofthedamforartcttodng sadmemfromtheentirebasin,notjustarouMthesldmmerorlhefirstce0. CURBINtET CURB INLET I 1 ( II I jI ~
2. Ensure that fillmateriaifortheembankmentisUeeofroots,woody in afreru:h. Theedgesmay'besecuredwdh8•inchstapiesorpins. The fabric Make sure vegetation growing in the bottom of thebasindcesnotholddown 2. The following are rates and kinds of these materials to be applied vegetation,organicmatter;andotherotgedianablematedaL Placethefillin musfbelongenoughtoexlenddownihedopeandexitontostab)aground. the skimmer s ' ~4. ' S ' 4 5:..' ~ 5 , ' - I . „ I iI ' I ...-1I I I I i.., f I . i fr MAINTENANCE ~ ~ ~i :.:.........r'., ~ ~ m o
Idts not to exceed O )Etches, and machine ad it Overfill the embankmem d m be one iece rwt omed or $ Iced othenwse ~ y'. ~P ThevAdthofthetab c ust p 7 pl RATES PER ACRE: Bindtestoallowforsettiement watercan etulMerthefabria if thelen of theTabdcisinsu(fiaenlforthe RepairfhebafGesiftheyazedamaged. Re-anchor thebafflesrfwateris ` '`ti.."':r x 9 gth Abruzzi Rye 50 tbs. ,4,.'., T R s~; 4''3; y.rs,,.,.*... m W 5 " ~ ~ ' OPTIONAL Inspect inlets at least weekly and after each significant (1/2 inch or greater) , ~
emirelengthofthespiMvay,multipleseoGons,spanningNecampletewidth, flowingundemeathoraroundthem. • Pensacola Bahia rase 50 lbs. - ; ' ~ ' ' ' - ° s°'''. is 3. Shape the basin to the spedfieddimensions. Preventiheskimmingdevice ma be used. The uppersedion(s)shoukfovedapthelowersectien(s}so 9 k s~ .'S~ ` '-4".'': 'k'; t:.n4', . S: ..:15.: S.. O :4 E ..k ; n 4:. < , ~ s • ' rainfall event. Clear the mesh wire of any debris or other objects to provi e i„{)
from settling into the mud by excavating a shallow pit under the skimmer or thatvrater cannot flow under the fabric Secure the u er act a and sides If the skimmer is dogged wAh Uash and there is water in the basin, usuaGy Kentucky 31 Fescue 50 lbs. , •a,:: : , ' rovidin alowsu ortundertheskimmerofstoneorfimber. ~ g jerkingontheropewillmaketheskimmerbobupanddovmanddislodge Korean Lespedeza 15 lbs. ` • 'k~ ss.. F~" P 9 PP of thefabdcinaUenchwfthstaplesorpins.(AdaptedNom"AManualfor n'- R,;, ..r• GAG i0 N INLET PROTECTION BOX adequate flow for subsequent rains. Take care not to damage or undercut the r Q S~ ~ ~ i~
Designing,InstallmgandMainlamNgSkimmerSediment8asins." February, the debris and restore flow. If this doesnotwork,puGtheskimmeroverio Centipedegrass 50 lbs. :k:v3 ' ;.,,~a 4. Place thebarcel(typialiy4irMhSchedule40PVCpipe)onafrm,smooth 1999:J.W:Fairdoth&Son.). fhesideofthebasinandremovethedebds.Alsochedctheorificeinsidethe CommonBerrtfudagrass 251bs. , s,',~:'1'';" ,~;,':;s.'.:s 5; j•5 (PATENT BY AU1RY GRADING C0.} wire mesh during sediment removal. Replace stone as needed.
foundatwnoflmpervioussoih Do not use pervlousmaterialsuchassantl, skimmertoseeifitisdogged;'rfsoromovethedebris. 10-20-20 Fertilizer 500 lbs. , ' ,s:. r:,'; ,',..SC: . 5a,;'~.4 ; gravel, oraushedstoneasbadfillaroundthepipe. Placefhetillmateriai g. Inlets-Oisdla ewateriniothebasininamannerto roverderosion. Use Agricultural Limeatane 4000 lbs. * ss': ss `.s+-+c,sK ss;s: s'. HARDWARE CLOTH & GRAVEL INLET PROTECTION
~ P If Ne skimmer arm or boas) i is d ed, the orifice can be romoved and . f;. :5::; • ~`'"^-FltTE around the pig spillway in 4-inch layers and compact it underand around temporary sbpe drains or diversionswith outlet protection to divert sediment- P ~ 099 s' ` ' PROI the pipe to at least the same density as the adjacent embankment. Care must laden water to the upper end of the pool area to improve basin trap et6dency the obstruction cleared with a plumbers snake or by flushing with water. Be 3. Seeded area shall be cultipacked to firm seedbed and to cover seed. ~PILTER SOCK INLET NTJ PROTECTION DEWATERING CONCRETE BLOCK
betaken not to raise the ' e Uom the finrr cehtadwith its foundation when sure and replan the orifice before reposHioning the skimmer. ; A' s' " "GUI PiP (References: kum//CorfrdMcarwc~ad Od(d PrduJia,}. compadingunderthepipehaunches. 4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible "GUTTERBUDDY" TEMPORARY SEDIMENT WIRE DEWATERING ~ POOL SCREEN
9. Erosionconfrol-ConslrudthesWduresothatthedisturbedareais Ched<thetabdclinedspilAvayfordamageandmakeanyrequirodrepaus THE FILTER SOgC SHOULD BE INSPECTED AFTER EACH RUNOFF PR~UgNG RAINFALL OR AT (EAST ONCE PER = with fabric that ansthetullwidlhofthe ilhva . Checktheembankment, in the mulched area if proper` applications is achieved. Thick clumps of straw are not IF THE INSPECAON Sy0W5 SILT AND DEBRIS BUILD UP ON OR ARIXIND THE FlLTER SOCK, THEN THE R AT LEAST ONCE PER ~ ® ~ \ TRENC UPSTREAM END ~ ~`''"~"'"E ® ~ OF STORM DRAI
9 Placeaminimumdepthof2feetotcompadedbadfilloverthepipespilhway minimized. DivertsuRacewaterawayfrombareareas. Completelhe ~ ~ y ermissibie as uniform covers a is ex acted. Straws shall be a had at a minimum of 4000 ~ before crossing itwith construction equipment In no case should the pipe embankment betoro the area is seared. Stabilize the emergency spillway spillways, and outlet fa erosion damage, and inspedthe embankment for P 9 P PP FlLTER SOCK SHAH BE CLEANED OR REMOVED AND REPLAtxD IF NECESSARY, cenduit be installed by cutflng a trench through Uie dam after the embankment embankment and all otherdisturbed areas above the west to the prindpai piping and setGement Make all necessary repairs immediately. Remove all t' MIN oc~ ~ 2' MAx ts" VERFLOW e
j a is complete. spillway immediatelyaftercenstmction(References:5,ntae5to6w:dia). trash and otherdebdsfromtheskimmerandpoolareas. FILTER SOCK INLET PROTECTION SEDIMENT ~ I \
0 5. The mulched area shall be tacked with liquid asphalt sufficient too hold straw in place rrGUTTERBUDDY1f rv 5. Assembletheskimmerfollovringthemanufacturersinstmdions,ores 10. install porous baffles asspe~edinPmdice6.65,Paou~Ddpcs. Froezmgweathercanresultiniceforminginthebasin: Somespedal where directed by Engineer. ! N designed. precautions should be taken in the winter to prevent the skimmerNom 8
' 0 11. Afteralllhe~dimem-produdngareashavebeenpennanengystabil¢ed, Pluggingvrimice. 6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use ' 6. LaytheassembledskimmeronthebottamofUtebasinw+ththefle>able remove thestmdureandalttneunstablesediment Smooththeareato of jute mesh, excelsior matting, or fberglass roving is acceptable. ditch treatment should be TEMPORARY SEEDING RECOMMENDATIONS (a) I DROP INLET . ~1 /3 PIPE DIA. ® ~ 'MTH GRATE
0o joint attheinletofthebarrelpipe. Attachlheflexiblejointtothebarreipipe hlendwiththeatljoiningareasandsfabilizepropedy(References:~vtac installed before matching operation. inter and Early Spring Sol amendments o andposiGontheskimmerovertheexravatedphorsupport Be sure to attach 5fnbilrsd+an) Follow recommendations of soil tests or
aropetotheskimmerandanchorittothesideofthebasin. This will be used 7. Builder is to provide a permanent ground cover sufficient to restrain erosion on such Seeding Mixture ground agriculture limestone and 750 Ib., ions of soil tests w apply 2,000 ib./acre mestone and 750 Ib./acre 10-10-1 fertilizer 2:1 SLOPE, GRAVEL FILTER O r}
topullthesidmmertomesideformain(enanca. exposed areas within 15 working days or 90 calendar days, whichever is shorter, after Species Rote fib./acre) o completion of construction or development. Rye (grain) 120 BURY BOTTOM 3~4" EXT. 4~ ~
fertilizer Topdressing: Annual lespedeza (kobe in Mulch Piedmont and Coastal Plain, Apply 4,000 ib./acre straw. Anchor stray straw. Anchor straw by tacking with asphalt, CONSTRUCTION SPECIFICATIONS OF PLYWOOD P YWOOD W
o Fertilizer used for to dressing on ail roadway areas except scopes 2:1 and steeper shall MAINTENANCE SC•HEpULE: A roved Tail Fescue Cuitivars: Korean in Mountains) 50 netting, or o mulch anchoring tool. A dil ~ P PP be 10-20-20 grade and shall be applied at the rate of 500 pounds per acre (560kg per straight can be used as a mulch anchor anchoring tool. A disk with blades sat nearly FIGURE 1: PLYWOOD PROTECTION ~ d as a mulch anchoring tool. 1. Clear the area of aA debris that might hinder exnvation and disposal of spoil.
m hectare . U on written a royal of the En sneer, a different anal is of fertilizer ma be 1. Ali erosion and sediment control practices wits be checked for stability and operation Adventure Omit annual lespedeza when duraton of temporary cover is 3 ) P PP 9 Ys Y Anthem Adventure II Ami o not to extend be nil June. 2. Gradeshaflowdepressionunfformlytowardstheinletwithsideslopes STEEL FENCE
a used provided the 1 2-2 ratio is maintained and the rote of application adjusted to following every storm event, but in no case less than once every week, Any repairs or cleaning ache g ro Maintenance Austin AP Apache II Arid Refertilize if ro J provide the same amount of plant food as 10-20-20 analysis, necessary to maintain erosion and sediment control practices shall be Completed. immediately. Chapel Hfll Brookstone Bonanza Bonanza II g wth is not fully adequate is not fully adequate. Reseed, refertgize no greater than 2:1. Grade a 1-foot wide level area set 4 inches below the area POST tety following erosion or other damage. adjacent to the inlet.
' ~ Crossfire it Chesapeake Chieftain Coronado Seeding dotes and mulch immediately following erosion Fertilizer used for #opdressing on slopes 2a and steeper and waste and borrow areas 2. Ali seeded areas will be refertilized, reseeded os necessary, and mulched according to the Falcon Debutante Duster Falcon Mountains--Above 2500 ft, Feb. 15-May 15 TEMPORARY SEEDING RECOMMENDATI~IS 3. Install the Class B or Class I riprap in a circle azeund the inlet. The W l RECOMMENDATIONS (c) minimum west width of the riprap should be 18 inches, with a minimum N
shall be 16 8 8 grade and shaft be applied of the rate of 500 pounds per acre (560 kg Seeding Schedule. Genesis Finelawn Petite Fnelawn Flnelawn I Below. 2500 fL Feb. 1-May 1 ~i per hectare). Upon written approval of the Engineer, o different analysis of fertilizer Jaguar Grande Guardian Houndog Piedmont--Jan. 1-May 1 Fali p bottom width of 7.5 feet. The minimum height of the stone is 2 feet.
j p may be used provided the 2-1-1 ratio is maintained and the rate of application Seeding and Mulching: Monarch Jaguar III Kentucky 31 Kitty Hawk Coastal Plain--Dec. 1-Apr. 15 Seeding Mixture 4. The outside face of the tiptop is then lined with 12 inches of NC D01' #5 Rate (Ib./sae) or #57 washed stone
~ adjusted to provide the some amount of plant food as i6-8-B analysis. Pacer Montauk Mustang Olympic Rate (Ib./sae) Phoenix Rye (grain 720 Z The kinds of seed and fertilizer, and the rates of application of seed, ferilizer, and limestone, Rebet Pixie Pyramid Soli amendments 720 MAINTENANCE Z
Crimping Straw Mulch: shall be as stated below. During periods of overlapping dates, the kind of seed to be used Safari Rebel Jr. Rebel ii Renegade Follow recommendations of soil tests or apply 2,000 ib./ ! ~ shall be determined by the Engineer. Ail rates per acre (kilograms per hectare,) Tomahawk Shenandoah Tempo Titan acre ground agriculture Limestone and 750 Ib./acre Seeding dates WASHED STONE
Trailbiozer I O Crimping w11 be required on these pro~ct adjacent to any section of roadway where Woifpack Tribute Vegas 10-10-10 fertilizes Mountains--Aug. 15-Dec. 15 traffic is to be maintained or allowed during construction. In areas within six feet (2 Wrangler ~ Mulch Coos#ai Plain and piedmont--Aug. 15-t 5-Dec. 15 Inspect rock doughnut inlet protection at least weekly and after each FILTER ACROSS II If liedmont--Aug. 15-Deo. 30 significant(1(2inehorgreater)zainfalteventandrepairimmediatety. ~IPE INLET HARDWARE ~ ~ o
To provide safisfadory inlet protection effidency, remove sediment from the _ • _ W ~ M
12 meters) of the edge of pavement, straw is to be crimped and the immemateiy toccea March 1 - August 31 September 1 - February 28 by a Fertilizer shall be 10-20-20 analysis. Upon written approval of the Engineer, a different Apply 4,000 lb./acre straw. Anchor straw b tacking with with asphalt tack. sediment pool area when the volume is decreased by half. This will help ULU I H
in analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of aspholt,netting, or a mulch anchoring tool. A disk with Sol amendments acre c 50 55k Tall Fescue 50 55k9) Tall FEscue application adjusted to provide the some amount of plant food as a 10-20-20 analysis. straight can be used as a mulch anchoring tool. Follow soil tests or apt 2,acre 000 10-1bb. -10 Crimping of straw in lieu of asphalt tack will be allowed on this project subject to the # ( 9) # ( anchoring tool. limestone and 7,000 Ib.~ pp provide adequate storage volume for the next rain. Stabilize excavated Z Z apppl 2,000 lb./acre ground agricultural material appropriately. FIGURE 2: STONE FILTER PROTECTION 1 nacre 10-10-10 fertilizer.
following conditions 5# (6kg) Centipede 5# (6kg) Centipede 25# (28kg) Bermudogross (hulled) 35# (40kg) Bermudogras (unhulled) Maintenance Take care not to damage or undercut the structure during sediment removal. ~ ~ ~ O Remove debris from the inlet and replace stone as needed. If the inlet was INLET PROTECTION FOR STORM DRAINAGE W IL H
500# (560kg) Fertilizer 500# (560kg) Fertilizer and Refer mulc ulch if growth immediatel ely not fully following erosion adequate. or other Reseed, damage. amage. U All areas seeded and mulched stall be crimped and/or tacked with asphalt as directed covered with wire mesh the mesh should be cleaned of debris. UNDER C~STRUCTION
ppl o by the Engineer. 4000# (4500kg) Limestone 4000# (4500kg) Limestone Ap NOTE: nettng, 4,or000 a Ib./mulchacre strew. anchoring tool. Anchor A stray & e straw. Anchor straw by tacking with asphalt, When the contributing drainage area has been adequately stabilized, remove anchoring tool. A disk with blades set nearly all materials and dispose of sediment properly. Bring the disturbed area to the d as a mulch anchoring tool. grade of the drop inlet. Smooth and compact as it is needed.
Cr in w71 be t so es 4:1 or flatter unless the Contractor can demonstrate 1.) ALL DISTURBED AREA(S) AND PARTICULARLY EXPOSED SLOPES SHALL BE SEEDED, FERTILIZED TEMPORARY SEEDING RECOMMENDATIONS (b) straight can be used as a mulch anchoa a imp g limited o I p Slopes 21 and Steeper and Waste and Borrow Locations: AND MULCHED TO INSURE THAT GROUND COVER IS PROVIDED WITHIN 21 CALENDAR DAYS, I to the Engineer that the steeper slopes can be negotiated without altering the typical Summer SCALE Appropriately stabilize all bare areas around the inlet with ground cover. NTS
m section. - February FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUND COVER FOR ALL Seeding Mixture Maintenance O March 1 - August 31 September 1 28 DISTURBED AREA(S) S WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER IS Species Rate (lb./acre) Repair and refertilize damaged areas imr e damaged areas immediately. Tappdress with BOOK NO.
r Straw mulch to be of sufficient length and quality to withstand the crimping operation SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. German millet 40 50 lb./acre of nitrogen in march. If it i- 0 cover. 75# (85kg) Tall Fescue 75# (85kg) Tall Fescue temporary gen in march. If it is necessary to extend pond June 15, overseed with 50 lb./acre s
and provide adequate round coves beyond June 15, averse, In the Piedmont and Mountains, a small-stemmed Kobe Ry cove and Costal Plain kot is 9 25# (28kg) Bemtudagross (hulled) 35# (40kg) Bemtudogras (unhulled) 2.) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT Sudangrass may by substituted at a rate of 50 lb./acre. K bete February or early March. ) f Costal Plain) or korean (Mountains) lespedza SHEET early March. TYPICAL BLOCK do GRAVEL INLET PROTECTION DETAIL
Crimping equipment including power source shall be subject to the approval of the 500# (560kg) Fertilizer 500# (560kg) Fertilizer CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR a Engineer that maximum spacing of crimper blades shall not exceed 8 inches Seeding dates
Y providing 4000# (4500kg) Limestone 4000# (4500kg) Limestone STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR PAYS OF 9 (200 mm). COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH Mountains--May 15-Aug. 15 U) TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO Piedmont--May 1-Aug. 15 NTS if 14 OF 17
o RESTRAIN EROSION. Coastal Plain--Apr. 15-Aug. 15 i _147-74
c L L
U ' V

DRAWN BY: CCBBGB
23112" 1" NOTES: 5' MIN.. TAPPING SADDLE WITH STRAP SINGLEtMDE .AND ALIGNMENT FLANGE 3/4" 1.DETAiITOBEUSEDINPAVEDAREASONLY.ALLOTHER STAINLESS SEENOTESi18,9,100NS.11 10' MIN. HORIZONTAL WATER MAIN SEWER SERVICE LATERAL NOTES SEPARATION BETWEEN WATER 17 MIN. HORIZONTAL CHECKED:
r- MANHOLES SHALL BE INACCORDANCEWITHDETAILS.B, STEELSiRAP 1. CONTRAC70RSHALIMAKEU UNLESS OTHERWESEAPPROVED. EXTENpSTACKIB"MIN. ABOVE 1'•8" ENGINEERfORAPPROVAIb' VTRAC70RSHALIMAKEUPSTACKb5U8MITT0 12.SLOPEANDDEPTHOFTHESERVICELATERALSHALLBE ANOSEWERODTOOD ~ EPARATIONBETWEENWATER JMK,JR. iINEEftfORAPPROVAIbSHALLSUEMRTAPPING OETERMINEDBYTHE TOPOGRAPHYOFTHELOTASAPPROUED EXISTING ANDSEWERODTOOD UNDERGROUND
- GRADEIMTHGLUECAPFOR (7Yp.) z SADDLEIFUSEDTOENGiNEE 4 2. MANHOLE FRAME AND COVERSHALT-BE MADE OF GRAY TESTING AFTER TEST ARE ~ IDLE IF USED TO ENGINEER FOR APPROVAL BYTHE PWC ENGINEER OR AS INDICATED ON THE DRAWINGS. ,EX GA ELECTRIC WATER MAIN REVIEWED:
CAST IRONCONFORMINGTOASTMSPEC.A484KiCL30135 FLOW 4"OR6" ACCEPTED ADJUST STACK TO 2. HOLE IN SANITARY SEWER MI FRAMEA48-83,CL30 RESPECTNEIY,MANUFACTUREDBYSAMEMANUFACTURER, INS PROPER GRADE AND INSTALL SHELICUTTERNOHAMMER1 Ilr_ CLEANOUTSHALLBESET EXISTING STORMORAIN JMK,JR. DIN SANITARY SEWERMAiNMUSTBECt1TWITH ~ 13. LATERAL SHALL CONFORM TO THEIl4". PER FOOTfORTHE4"ORTHE1t8" 18"MINIMUM SEPARATION TO ELEV.iNO1CATEDONPLANS GAS PLICUTTERNOHAMMERTAPSALLOWED. PER FOOT FORTHEB"MINIMUM SLOPE. MAXIMUM CLEAN OUT SPACING HETWEENBOTTOMOFWATER DATE:
PERMANENTCLEANOUTCAP w aS ALL CASTINGS SHALLCONfORMTOTHESHAPEAND ASSEMBLY ARIES 0 a DiMENSIONSSHOWN.7HEYSHALLBECLEANANDPERfECi, PVCSDR-28TEEORDI ~ 2„ m 3. LATERALSHALLCONFORMTt FOR 4° PIPE 75', 8"PIPE 107. .AND TOP OF SAN SEWER EX UNDERGROUND ERAL SHALL CONFORM TO ASTM SPEOS.O.3034 , CROSSING IN ACCORD IMTH ELECTRIC JULY 2009
WTIHOUTBIOWORSANDHOLESOR DEFECiSOFANYKIND, SEE NOTE#9S.11 rq o. SDR•26UNLESSOTHERWISEI TENDINGTOIMPAIRiHEIR STRENGTH. NOPWGGINGOR 2.26 UNLESS OTHERWISE iNDiCATEDAS 0.1. 14. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR SIJOEb 12" MINIMUM SEPARATIOA REQUIREMENTS FOR UNDERGROUND SHELF DETAIL FOR VERTICAL DROF50F MAINSANO LATERALS. BETWEEN BOTTOM OF STORM ELECTRICALCROSSINGS
STOPPING OF DEfECTIVEHOLESWILLBEPERMTTTED. CAPS ALIHAVE2" 4. AILPIPEbf1TTINGSSHALLB TEE CONNECTION A~RFVAESamosrRlaii~ OTHERW9SESPECIfIEO. AND TOP OF SAN SEWER. . PIPE b FITTINGS SHALL 8E4" OR 8° UNLESS CROSSING IN ACCORD WITH tERWISESPECIfIEO. 15.LATERAlSGREATERTHAN20'DEPTHSHALLUTWZEOUCTILE OTHERWiSE,IATERALSHALL SEWER REQUIREMENTSfORUNDERGROUND
3.CAS'fINGSSHALLBEUNPAINTEDANOSNALLNAVETHE OPTIONAL RISERSNAlL8E4"SDR26PVC SETATGRADEINPAVED ° 2.7/8" LETTERS"PWGFAY-NC"AND"SANITARYSEWER"CASTINTO TAPPING SADDLE EXCEPT IT SHALLBE4"D.LIFTHE AREAS 5. ACLD.LPIPESHALIHAVEAN IRON PIPEANDfiTTINGSWITH CERAMIC EPOXY OR FUSED CALCIUM BE D.I. MAIN ELECTRICAL CROSSINGS .D.LPIPESHALIHAVEANiNTERIORtININGOF ALUMINATECEMENTWITHfUSEDCALCIUMALUMINATEAGGREGATES. EXISTING 18°MINIMUMSEPARATK)N '
COVER.tETTERSSHALLBERAISEDANDCLEARLYVISIBLE OPTIONAL LATERAL ITSELFISDUCTILEIRON ERMANENTASSN CERAMIC EPOXY ORFUSEDC COVER BACK COVER SECTION FRAME PLAN NOTETAPSHALLBE41t2" SEECLEANOUTCAPASS'Y CEMENTWiTEIFUSEDCALCIU 2AMICEPOXYORFUSEDCALCIUMALLUMINIZE STORM DRAIN BETWEEN BOTTOMOFGAS '~CLEANOUTSHALLBESET AENTWITFIFUSEDCALCIUMALLUMINATE 16. ENTIRE SEWER IATERALASSEMBLYSHALLHEAIRTESTED ANOTOPOfSANSEWER TO ELEV. INDICATED ON PLANS
4. MANHOLE RING AND COVERSHALLWITHSTAND H-20 FOR 4" LATERAL, AND AGGREGATES. THE ENTIRE D VEHICULARTRAFFIC. ROCWNGCOVERSSHALLNOTBE SHALLBE811TFOR8" COMPRiSEDOFD,LPIPEBME SREGATES.THEENTIRED.LIATERALSHALIHE CONCURRENTLY WITH SEWER MAIN. SEWER NPRiSEDOfD,LPIPEbMECHANICALJ0INTFITTINGS. MAIN 18"MINIMUMSEPARATlON
ACCEPTABLE LATERAL A GLUE CAP OR MJ PLUG pOOt~ FORAIR7ESTING (TO 6. ALL CONNECTIONSSHAILHA `-1YC 5. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS5%RING175LBS., STONESHALLBE ~gIA,E~O¢6 REMAIN) INSTALLED. 17. INDMDUAL LATERALS SMALL HE CLEANEDAND FLUSHED PRIORTO BETWEEN BOTTOM OF GAS CONNECTIONSSHAILHAVERUBBERGASKETSEALS FLUSHING SANITARY SEWER MAINS. 16"MINIMUM SEPARATION ANDTOPOFSANSEWFR V
COVER 135L8S, UNIT 310LBS. EXTENDED TO BED MLN,S9P~(-0O X511 EXTENDSSTORNJOR LATERALCONNECTiON 1~ 3~N PROPERTYLINE(DIOR 7, SANiTARYSEWER3ERVICEC TALLED. BETWEEN 80TTOM OF WATER t2"MINIMUM SEPARATION 18.LATERALSHAIlN078EBACfCFILLEDUNTILINSPECTEDBYTHEPWC 17MIN.HORIZONTAL ANDTOPOFSANSEWER ETWEEN80TTOMOfSTORM7''
~ VER ~ 8. PERFORATED COVERS WIiJ. NOT BE ALLOWED. FROM UNDISTURBED SOIL. SEEtyO'E~ 7 I ~ I - i PVC, DEPENDING ON LOCATED 18"FROM WATER S %•'%3 CO I I I-II I I IATERAIMATERIAL) INTHESAMEDRCH. 1iTARYSEWERSERVICEC/OSTACKSHALLBE PROJECTCOORDINATOR. WATERMAtN :ATED 18"FROM WATER SERVICE LOCKVALVE WHEN SEPARATION BETWEEN WATER AND TOPOF SAN. SEWER. 'HESAMEDRCH. 19.W1'ECONNECTIONSSHALLNOTHEUSEDTOTIELATERALSINTOA ANDSEWERODTOOD GAS OTHERWISELATERALTOHED.I.
25" ~-11 -~I-I - I: PVCSDR262 3/4" MANHOLE. EXISTING 1. ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN 0 ECONTRACTORMAYUSEATAPFINGSADDLEWI'iH UNDERGROUND ACCORDANCEWiTHSTATEREGULATiONS V
~I ~ I I I I- I i~ 14-~ I ( PIECE GASKETED 8. THE CONTRACTOR MAY USE, 925" 12"MIN. + - {-y { COMBINATION OR STRAPSBALIGNMENTFIANG PIGK SLOT DEEAIL I~~ 2"MIN THREADED SLOTTED i (-I ir) I I=) I ~ I ~ I ~ ~ I I I~ I I= I I~ MECH JOINT tAPSbALIGNMENTFtANGEFORCONNECTI0NT0 20.lFBENDSAREAPPROVEDBYTNEPROJECTCOORDINATOR,STONE ELECTRIC 2, THESKETCMESSHOWNAREFORlNFORMADONAIPURPOSES A E (GENCO SADDLE). TAPPING SADDLES WITHOUTAN BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED (SEE •
--j + ~ J PIPE (GENCO SADDLE). TAPPI e ° ° ~ @FINA CAST IRON PLUG I I-II ~ I~I ~II-1I =I -II I I- FlTTINGS,IFD.f. Lp,TERALSUTIL~1 NGATAPPO NMENTFLANGEWiLLNOTBEACCEPTAHLE.FORD.i. DETAILS.12)501LTOBOTTOMOFBEND. CLEANOUTSHALLBESET ONLY. p ~ 18"MINIMUMSEPARATION TOELEV.INDIGATEDONPLANS U ERALS UTILIZINGA TAPPING SADDLEAN Al1GNMENT BETWEEN BOTTOM OF WATER
~,•e•'~ GRADE III-III=! ( I I I ~ II II-IIi-III: OTER210NS.11) FLANGEISNOTREQUIRED(R~ 2"MIN. TRAFFIC CAP I I- ~ ~ I I I- I- i- -I ~~~1= EQUAL). NGEISNOTREQUIRED(ROMACORAPPROVED 21. PVC COMBINATIONSHALLBE2PIECETE&WVE,GASKETED,SOR28,AS AND70POFSANSEWER 3. THEGONTRACTORSHALLBEREQUIREDTOVERIFYALL lAL). MANUFACTURED BY HARCO, GPKOR APPROVED EQUAL EXISTING UTILITIES BOTH HOR20NTALLY ANDVERTICALLYAT ~y
P FRAME 4" BED OF CLEAN FRESH Y ~ I I I I~ 11= E I=1 { I ~ i CROSSINGiNACCORDYWTH EACH CROSSINGPRIORTOCONSTRUCTiONOFLATERALTO W ECONTRACTORSHALLUSESDR•2626PUCTEEFOR 22. NO MORE THAN 4, FOUR INCH LATERALS OR3,SIXINCHIATERAIS SD EQUIREMENTSFORUNDERGROUND INSUREPROPERCLEARANCESAREMAINTAINED.
9j of T A B. ~ T MORTAR i ~ i ~ ~ ~ ~ 9. THE CONTRACTOR SHALL US (iY~ 7. =1~IVI ~ 1=t, II,,~,,~'^UNDISTURBEDSOIL CONNECTtONTOSDR•2826P 9~ h 31' CONNECTION TO DUCTILE IRf VNECTIONTOSDR•2828PVCPIPEORD.LTEEFOR SHALL ENTERA4'OLAMETERTERMINALMANHOIP.NOMORETIiAN2 ELECTRICAL CROSSINGS T~ N w VNECTION TO DUCTILE IRON PIPE. PVC TEESHALL BE LATERALS (REGARDLESS OF SIZE}SHALL ENTER ALLOTHER4' 4. ALL PIPE BEND LOCATIONS ANDMAX NUMBER Of BENDS V 1
0 CONCRETE COLLAR -PAVED AREAS 7HREADED CAST ONE PIECE MOLDED OR FABfl IRON NUB PIECE TEES ARE NOTACCEPI D 8"min THICKNESS 3000 PSi Ct ASS "A" PIECEMOLDEDORFABRICATED.TEEVUYESbTWD DIAMETER MANHOLES. AIL LATERALS SHALLHAVEANINDMOUAL SEWER INSTALLED ON LATERALS SHALLHEAPPROVEDBYTHEPROJECT Ey ~/s `a DETEESARENOTACCEPTABLE. TROUGH.5'DIAMETERMANHOLESSMALLBEUSEOIFTHEA80VE MAIN COORDINATOR PRIORTOINSTALLATIONOfBENDOREXTENDING A w ~ ~
CONCRETE COLLAR 38%AIR 4"MIN, ~ by EN7RAINMENTALLAROUNOfRAME STAINLESS 10. INSTALLATtONOTHERTHANA CONDITIONSARENOTMET. EXISTIN 18"MINIMUM SEPARATION THE LATERALFROhITHEMAIN. ?'7 TALIATtON OTHER THANAS SI10WN MUST HE STORM DRAIN BETWEEN 80TTOM Of GAS ~ {
fM (WMENUTILIZINGCONCRETEGRADE STEEL HOSE ~ ENGINEERAPPROUEDBYTHE N RINGS THECONCRETECOLLARSHALL CLAMPS 4"A.ClD.1.T04"C.LIPLASTIC iINEERAPPROUEDBYTHEPWA:. 23. ALL LATERALS (4"ANDS")SHALL UTILIZEA4"RISER(STACK). AN070POFSANSEiNER S. ALLREQUIREMENTSfORSEWERUTERAlN0TE5ANDDETAILS H a y~M 12"MINIMUM SEPARATION SHALL BEAPPUCAHLE (y
EX7ENDT02"minBELOWTNETOPOf MIN.1l4"THICKEPOMCOUPUNG 11 TAPPING PROCESSSHOWNS COVER A4893,CL35 CONE,} FOR SEWER SERVICE LATERAL SANITARY SEWER MAINS 'PING PROCESS SHOWN SHALLBEUSEDFORAIL BETWEEN BOTTOM OF SEWER B. REFER TOUNOERGROUNDELECTR(CALD£TAILSfOR y1 ~ ~ ~~y LITARYSEWERMAINS. ANDTOPOFSTORM ADDITIONALINFORMATIONWHENCROSSINGUNOERGROUND ~ z a Pq
COVER FACE C/O CAP ASSEMBLY NOTES SEE DETAIL S.11 Q o ~
STANDARD TRAFFIC AREA MANHOLE No. DATE REVISION I N0. DATE REVISION SEWER SERVICE LATERALNDTES{41NCH PUBLIC WORKS COMMISSION SEWER SERVICE LATERAL PUBLIC WORKS COMMISS ON AND&1NCH) IDTES{41NCH PUBLIC WORKS COMMISSION N0. DATE REVISION SEWER SERVICE LATERAL DATE REVISION FaYETTE+JiLLE, N.G. UTILITY CONFLICT SEPARATION PUBLIC WORKS COMMISSION ~~ys ~ 1 AN 07 REVISED NOTES FAYETTEVILLE,N.C. W
RINGANDCOVER FAYETTEVILLE,N.C. JAN OS CHANGED NON TRAFFIC DETAIL (4-INCH AND 6-INCH) FAYETTEVILLE,N.C. 1 JAND~ REVISED CONNECTION N.T.S. 2. JUlY08 ADDEDNOTEONCONC.COLLAR REQUIREMENTS 1, JAN 06 REYISEDNOTES1AND8 ' ` W a W DWtG BY PWO 2 dULYOH REVISEDNOTES4b8pDDED v
DNKi.NO. S',7 DWG. BY PWC 3. FEB07 REMOVEDNONTRAFFICAREA DWG. NO. S,~Q DWG. BY PWC 2 JULY 08 ADDED NOTES FORE"LATERALS SHEET NO. DWG. NO. S.11 DWG. BY PWC sHEErNO. _ WATER RESOURCES REVISeDNDTES sHEErNO• WATER RESOURCES 1oF1 10f1 r r ENGiNEERINGDEPARTMENT 10F1 DATE JULY 1, 2008 APPROVE68YJEG ENGINEERING DEPARTMENT 3 DATE JULY 1, 2008 APPROVED BYJEG WATER RESOURCES DWG. NO. S''~2 DWG. BY PWO WATER RESOURCES 2. NOVOB ADOEDNOTEONDILATERALS ~ SHEET N0. APPROVEOHYJEG ENGINEERINGOEPARTMENT 10F1 pATEJAN1,2007 APPROVED BY ENGINEERING DEPARTMENT
DATE: JULY 1, 2009 APPROVED BYJEG 4. JULY 08 REVISEDASPHALTTHICKNESS SLATNOTES.DWG FILE NAME: UTIL CONFIJCT.DWG
FILE NAME 2009•S7 RING COVER.DWG FILE NAME: RESSLAT.DWG I~
NOTES: 1. PRECAST REINFORCED CONCRETE MANHOLES SHALL 13.CONCRETEGRADE RINGS SHALL NOT BE USEDfORABOVEGRADE N07E3 +.M AR HUDF HALL ED TWW i FOOTSEPARATION BEMEENINVERT NOTES:
BE IN ACCORDANCE WITH ASTM C-078 ADJUSTMENTS (4.E., OUTFALLAREAS). USEOF GRADE RINGSARE NOTES: OUT&INVERTOF INCCMINGPIPE SPRINGLINE OF PIPE SEAL AROUND S' 2. PIPESLIOE REO'DS'diEAEYERTiCOI 1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMSAND
ALLOWABLE IN YARD AREASAND PAVEMENT, WHERETHERING AND 1/2" GRADE80 1. COPOLYMER POLYPROPYLENE PLASTIC EAL ARWND 2.MIN.CONCRETECOMPRESSNE STRENGTHSHAILBE COVERAREATGROUNDIEVEL S7EELREINfORCEMEN7 STEP SHALL BE PLACED 18"O.C. PIPE 400D PSI. IN ALL STRUCTURES 5' DEPTH OR ALIGN STEPS NON SHRINK GROUT SLIDE WTH W' PIPE S.S. LIDE sEPARItKKVBETSEExPIPEINVERrsIS CONDITIONS OF THECONSTRUCTIONSTANDARDSFOR tt2 PIPE PLACED INFIELD. SOOD GREATERTHAN+'ANDtFSSTxaN OREaunL V ALIGN STEPS CONCRETEJUMBOBRICK MAYBE Toes. SEE PAVT PATCH DETAIL FOR EXCAVATIONS IN OSHA "SAFETYANDHEALTH REGULATIONS a
3, MANHOLES GREATER THAN12'DEPTH SHALL HAVE 14. THEMINIMUMSLOPEACROSSTHEINVERTOFTHEMANHOLESHALL GREATER. OVERINVER7 OUT' OVERINVER7 - USED TO BUILDUPINVERTTO LAST3'OFFILLINPAVEDAREAS FOR CONSTRUCTION", CHAPTERXV110FTITLE29,CFR,PART DUI' 3.INB:AIORORORSTRUCTURE REQUIRED 792fi. THECONTRACTOR SHALLHAYEACOMPETENT PERSON ~i S+ REDUCE MORTAR QUANTITIES. WiiEREYERTICALSEPARATION BEMEEN `
MIN. 8" EXTENDED BASE. BE 1%, UNLESS OTHERWISE APPROVED BY PW9; 2. STEPS SHALL BE INSTALLED BY MANUFACTURERANDSHALLBE ~ SGDESHAtL BEINSTALIEDOtd 1tNERT3ExCEEC62Etl.sEEINFEAIORDROP COMPACTED T095%MAX DENSITY ON THEJOHAT ALL TIMES AND SHAt1 EMPL0YAPROFESSIONAI W~ 2PIPE ~ y iOPOFSHELFW+THATR000H STRUCTUREDETAR. ENGINEER TO ACT UPON ALL PERTINENTMATTERSOFTHEWORK ~ AS DETERMINED BYASTM 0898 777
4, FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN 15.THEEXTERIORMANHOLE RISER JOINTS, INCLUDINGTHEJCHN'L'AT ALIGNED OVER STRUCTURE INVERT 2PIPE ACCORDANCEWIASTMC9~: RUBBERGASKETJOIMS THECONE,SHALI BE SEALED ONTHEOUTSIOEBYAN APPROVED OUT. SHALL BE IN ACCORDANCEWJASTMC-043. JOINT WRAP. THE WRAP SHALL BEA MINIMUM Of SIX{8)INCHESIN SHELF ~ TO DIRECT FLOWINTOTHE 4. VEPoFY SLIDE H+STALL4710N NSTNPROIECT ~ 2. BEDDING MATERIAIQUANTITIESARECALCULATEO BASED SHELF S COORDINATOR PRIORTOCONS7RUCTIOx SEWi:R. ON THE FOLLOWiNGTRENCHWIDTHS.BEDDINGMATERIALSHALL
WIDTH, AND SHALL BE CENTERED ON THE JOINT. 3. DIMENSIONS SHOWN ARE 70 CONVEY • 5. FLE70BLE EPpM RUBBER B00T CONNECTORS SHALL THE DESIRED SIZE OF THE STEP. STEPS FLOwcHANNEL °j ' S. MANXQEANOCONHEC110NSSHAf.LBEiN BE INSTALLEDREGARDLESSOFPIPEMATERIAL S„ ACCORDANCEWiHPNF3TANDARO FLOW CHANNEL SAN~SEWER Ayy~aED~~ SryApE T0314 MAIN FOR 48" RCP/D1 B~', D~'
BEINACCORDANCE WIASTMC9231NSTALLEOBY 18. MANHOLE BOOT FOR4-INCHLA7ERALS. SECTION°A-A" OF SIMILAR SIZE AND CONSTRUCTION HEIGHT~OFWTLET SHOULD i7 BE NECESSARY TO INSTALLA4•INCH LATERAL IMOA MAY BEACCEPTABLE PROVIDED PIPE MANUFACTURER WiSTAIN• LESS STEEL COMPRESSION MATERIAL SUBMITTAL ISAPPROVED HEIGHT OFOUYLET S' B.BRICHUSEDFORINVERTANDSHELF FOR 42"RCPiDIB~',D=5'-8" pipE, CONSiRUCTlONSFULLHE NCDOT STANDARD
RINGANDiAKE-UP CLAMP. CONNECTION TO MAIN MANHOLE, THE RUBBER 8007 THAT THE LATERALISINSERTEDiNTO 1-1/8" BYPW~. PIPE SLIDE D£ SHALIBEEiYCONTRACTORWITHSTAINIESSSTEEi SHALL BE SECURELY FASTENED TOTHECOREHOtE,BYUTILI7JNGA caNCRETE,wMeoHRICN MEETINCasTMCB FOR 30" RCPIDI B=4'•6", D=4'$" PIPE SLiDE DETAIL cRADESaIExcEPrassoRPnoxLESSTNArt+o FOR 24"RCPID18~4',D=4-0" ~ LHSrcuFC F°oR is e~vc~i edema'; ~
PIPE CLAMS STAINLESSSTEELE3ANDTHATiSTIGHTENFJ) USINGAJACKORA 4. MATERIALSOFCONSTRUCTIONAND ~ TORQUE WRENCH (DIRECT DRIVE). BOTH STANDARD SIZEANDSTEP METHOD OF INSTALLATION SHALL DE IN BEGIN SHELF TRAN3ITION- BEGIN SHELF TRANSITION T. MANNOIfscRFaTERtHANtzMOEPiH FOR 12" PVCiDI B-'7, D~'-0"
e, CONNECTIONSTO EXISTINGMANHOLES SHALL BEBY DOWN BOOTSAREAILOWED. THETOROUE WRENCH SIiALL E3E A ACCORDANCE WITH OSHA STANDARDS Ar 3/a HEIGHT oFOUTLET CORINGMAN•HOLEANDf1EI0(NSTAWNGAFLEX SUPPLIEEDBY7HEMANUFACTURERNOOTHERTYPEBANDSOR AND ASTMG476. PIPE 9:92 MIN. A73/a HEIGHT OFOUTLET sNAtLxaVEMIN.B'ExttTwEOHA3E. UNDISTURBED SOIL k ~ FOR B" PVC(DI BL2',D~'•0" PIPE 1:t2 MIN. H.TNEMtNLMUM3LOPEACR0991HE INVERTOF ~I THEMANNOLE SNAUBE+%uxLESS O 3. THE BEDDING MATERIALSHALL BE GRANULAR,CLEAN,COARSE ~
BOOT CONNECTOR. DO N07ALLOWDEEIRISIOENTER METHOD OF SECURINGTHEBOOT TOTHEMANHOLESNALLBE ALIGN3TEP3 CONCR£TESH0.FPLACEDW- - Sy~M, ACCEPTED. OVER INVERT FIELD. SOLID CONCREEE ;RETESHEIF PLACEDW ALf6~1 otNERrnsEaPPROVEOSV me BACKfILLSHALL BE PLACEDIN ~ PEA GRAVEL, OR WELL GRADED CRUSHED ROCK ~ ~ LSOLIDCONCRETE H. SEE STANOAROMLYf10lEDETAiLFOR 8"LAYERSANDCOMPACTED ~ PLACEOINLAYERSNOTTOEXCEEDB"LOOSELIFTSFOR Q ~
OUT JUMBO BRICK MAY BE USED FOR FOUR (4) INCH SDR 26 LATERALS, THE PIPE OUTSIDE SERRATEDTREADSNADEENOUGHTO TO BUILD UPINVERiTO 7.MORTARSHALJ.BEQUlCKSETTING, NONSHRiNK DIAMETER RANGE OFTNEBOOTSHALLBE3.51NCHEST0425 A STANDONWiTHBOTHFEEi SEALARWND REDUCE MORTAROUANiRIES. oBRICK MAY BE USED B~IVfltT OUT aDDmauLREamRE~Nrs. T080%MAXIMUM DENSITYAS ~ uJ THEFULL WIDTH OF THETRENCH. p ~ 11LD UP INVERTTO +D. DROPANDioRSUDE pETERMINED BYASTM 0896
GROUTMCSEDIN ACCORDANCEWTTH INCHES. 1x3/4" PIPE MANUFACTURER'S RECAMMENDATIONS. BUILD TRWGH TO 'CE MORTARQUANitRES. ~Lp aeatlwEraEUrsawuaPPnroauuTERAts T012"ABOVETOPOfPIPE ~2 4. BEDDINGMATERIAISHALLHEINSTALLEDANDPAIDFORIN HUIID TROUGH TO ExrEmnNOxu+ND9ESasoUnINEDINxorES+,asa ACCORDANCE WITH THE POLLOWiNGCHART TO PRODUCE MM NOMOAETNAN4,FOIIRINCH (AIEMLSOR3,SC( W SPRINGLINEOF PIPE mp+LATERALS SNALIENTERAaol4N+ETER CLASS B BEDDING. }
12" SPRINGLINEOF PIPE 8. MANHOLE STEPS SHALL BE INACCORDANCEW1TH FORfOUR(4)INCHDiCTILEIRON LATERALS,THEPIPEOUTSIDE DIAMETERRANGEOFTHE BOOTSHAILEITHERBEASFORVCOR PLAN VIEW ONFXISnNGMANHOLES TERMINALMANHOIE,NOMOAETHAN2LAIERALS SELECTBEODINGMATERIAL FORE"PIPE.067yd31ftOF PIPE m V ON EXISTING MANHOLES (AEOARDLE3soF3QE)sNAILENTERauoTHERa NO OVERAGE AU.OVVFD SEE FOR 12" PIPE.09yd3Ifl OF PIPE
ASTMC478ANDOSHA REGULATIONS. ALIGNSTEPSWITH 4.25iNCHEST04.811NCHES. 80TTOMOFBOOTSHALL"1 INVERTOUT. BESET 9"ABOVE SHELF 80Ti0MOFB00TSHALL DIMIEIER1d0.NH0lEB.ALLIATERA44HN4uHAYEAN NOTE4 1~{4 FOR 15"PIPE.11yd3NLOF PIPE BESET t"ABOVE SHELF INDmaLULTRwax.sDlaMEtERMaxxaessxau ~ ~ ~ ~ ~ ~ FOR 18"PlPE.13yd3/R.OF PlP£ 8E L6EO IF THE ABOVE CQYDIilON3 ARE NOT MET.
MORTAR INALLCASES,THEBOOTSHALLBETIGHTENEDONTHEtATERALBY SLIDE S.S 9. PREFORMED MANHOLE INVERTSARE NOT MEANS Of A SINGLE STAINLESS STEEL STRAP. tTAR TBEiNYERroFtxeuTERALSNAUeaMINiMwaaF+• SUBBASE SHALLBEUNDISTURBED fOR24"PIPE.15yd3HtOFP1PE IE S.S AeovETxssNEtF. SOIL WHERESOILISDEEMED ~ FOR 30"PIPE.19yd31ftOF PIPE ~ t+. NOMOAETWLYSiATERAL3sNAUENrERAS UNSUITABLE BY THEPWCPROJ.REP. PIPE DIA FOR 38"PIPE.25yd3rtLOFPiPE
ACCEPTABLEUNLESSSPECIFICALLY APPROVED BY SHELF PWCINt"htITiNG.STANDINGWATERININVERTOF THELATERAIiNVERTSHALLBEATTHETOPOFTHESHELF. DNMEfERTERMIN9LMAWtoLE AUTHORIZED AREASHALL BE llNDERCUT FOR 42" PIPE.32yd31ft OF PIPE ~ tzWEOFTEE•WlESONUTEPAl318NJTauQAEU. ANOBACKFILLEDWITHSELECT~DDING H FOR 48"PIPE.38yd3tROF PIPE
MANHOLE {S NOT ACCEPTABLE FRONT VIEW 97. NO MORETHAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS 13.ALLNANNOLES SNAIL BEVACUUMTESTEDiNACCDADAIKE MATERIAL AREAS NOT AUTHORIZED S. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH ,j i YAPYASTANDARDS AS UNDERCUTSHALLBERACKFlLLED SEENOTES1b2. WALLSANDTRENCHBOTTOM.OVERAGEOFBEDDINGMATERIAL Z
10. VERTICAL DROPS BETWEEN THE INFLAW PIPES AND SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORETHAN 2 OUTFLOW PIPESSHALLREQUIRETHEFOLLOWiNG: A. LATERALS(REGARDLESSOFS¢ETSHALLENTERALLOTHER4' 1 e ATCOMRACTORSEXPENSEWITH WILLNOTBEPAIDFORUNLESSSPECIFICALLYAPPROVEOBY IN SELECT BEDDING MATERIAL THE PROJECT REPRESENTATIVEANDSMALL ONLY BE PAiD
GREATERTHANZSSEEDROPSTRUCTUREDETAIL DIAMETFJ2MANH01£S.ALLLAT£RALSSHALLHAVEANINDIVIDUAL 1-114" (MIN:5'DLA.M.H.REO'0:)8.1'T02.5'SEEPIPESLIDE TROUGH.5'DIAMETERMANHOLESSHALLBEUSEDIF7HEABOVE '•.:4 rf~". • SLOPE TOP DF CONC. SEAL AROUND PIPE FOR iN THE AMOUNT OF THEAUTHORIZEDOUANTITY. cc SHELF tat MINJ2:72 Z G
DETAIL C. IESSTHAN1'SFE SGDEOETAIL CONDITIC!NSARENO7ME7. ..n. ~ e • : FLOW CHANNEL SHAPE 0 3!4 HEIGHT OF OUTLET 11. MANHOLERINGANDCOVERANDDROPSTRUGTURE 18. NO MORETHANSLATERALSSHALLENTERA5'DIAMETERTERMINAL PI~• E Mp7~TOWARDTROUGH. B. BEDDING MATERIAL SHALL BE PROPERLYRODDEDAROUND ~ MMANHOLEi MIN. ABOVE CHANNEL SFIAPE • THE PIPE HAUNCHES ~ O T03l4 HEIGHTOFOUTLET 7. CONTRACTOR SHAIWSETRENCH 80X SHORING IN ALL OPEN N V
3HALLBEINA000RDANCEVNFWC3TANDARDSS£E MANHCHE• MORTAR SLIDE DEi . NTS APPLICABLE pETAiL 19. USE OF TEE-WOES ON LATERALS IS NOT ALLOWED. ~ h1ANNOLE WALL' MORTAR 5UDE DETAIL SHELF t1YP1 pipE j ~ SHELF DETAIL - CUTS INPAVEDAREAS. TRENCH WIDTH SHALL BE MAINTAINED W ~ • • ATTHEMINIMUMPRACTICALIMDTH. N
12.INVERTONPLANSISTOMANHOLE.CENTERLINE. 20. ALL MANHOLES SHALL BE VACUUM TESTEDINACCORDANCEW/ 5°MIN:' °'':'e i
PW'C STANDARDS. SIDE VIEW ISOMETRIC VIEWOF STEP
N0. DATE ftEVISiON N DATE REVISION E PUBLIC WORKS COMMISSION STRUCTURE STEP PUBLIC WORKS COMMISSION PIPE SLIDE, MORTAR SLIDE STANDARD MANHOL FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. ANDSHELf DETAILS PUBLIC WORKS COMMISSION N DATE REVISION PUBLICVVORKSCOMMISSION N DATE REVISION SEWER BEDDING FAYETTEVILLE, N.C. fAYETTEVILLE,N.C. 1. JAN.05 ADDEONOTEB. ~ 1 JAN 05 REVISED NOTES Q,
1. 1108 CREATED DETAIL, ADDED NOTES 14.20 D . 8Y PWG DWG. NO. DWG. BY PWC DWG. BY PWC 2. FE807 REVISEDN TE S, SLDE DETAIL DWG.NO. S"13 DWG. BY PWC
DWG. N0. S,~ DWG. BY PWG WATER RESOURCES SHEET NO. DWG. NO S,$ WG WATER RESOURCES SHEET N0. s.4 SHEET NO. toF1 ENGiNEERINGDEPARTMENT 10F1 DATE JAN.01,2005 APPROVED3Y J.EG, ENGINEERING DEPARTMENT 10F1 DATE JAN 1, 2008 APPROVED BY J.E.G. WATER RESOURCES ADDED NOTES 101112 SHEET No. WATER RESOURCES APPROVED BY J.E.G. ENGINEERINGOEPARTMENT 10F1 DATE JAN.01,2005 APPROV£DBY J.EC. ENGINEERING DEPARTMENT
DATE JAN. 01, 2008 APPROVEDBY J.EG. FILE NAME: STANDARD MANHO[E.DWC, FILE NAME: STEP.DWG PoLE NAME: PSLIDE.DWG FILE NAME SEWER BEDDING.DWG ~ N
,`eeNa~~nH~t//
5. DROP STRUCTURE MIT. SHALL BEAMIN.OF501AMETER
PIPE SIZE MANHOLE SIZE. MIN. WALLTHIGKNESS MIN.REINF.STEEL IN. BASE THICKNESS 9.MANHIXESHALLBEwA000R0ANCEWITH T0IYABOVETEE.OROPBTRUCTURESFIALI.BEINSTALLED (2)CAMLOCKS PWC STANDARDS, SEE MANHOLE DETAILFOR AGAINST WALL OF MANHOLE AB SHOWN.IF THE GRADE SEE DETAIL 21"&LESS '1 ~ p N~ " AODInONALINfORMAnON GOESNOTA1lOW,THENINSTNLASCLOSETOWALLAS (2)GAMLOCKS (2)5TAINLESSSTEEL NOMANHOLEFftAMEANOCOVERTOBEMADEOFGRAY ~ (2)CAMLOCKS OLLPINS12"DIA. CASTIRONCONFORMINGTOASTMSPEC.P4893, • ~ SEE DETAIL X1-3l4" CLASS 35, MANUFACTURED BY SAMEMANUfACTURER ~ ? ~ TRENCH+MDTH NOTES:
6'" POSSIBLE. 1"LETTERING t~•' • ; 2 ALL PVC FITTINGS FOR DROP ASTMA-185D.15SO.IIN. S" PWCRINGANDCOVER. sTRUCTURESNAU6£sDR35PVCIMTH B.OROPSTRUCTURESREQUIREDFORALLOROPSB'AND p II, 2)PICKBARI 1"LETTERING ALLCASTINGSStiALLCONFORMTOTHESHAPEAND ? . 0 DIMENSIONS SHOWN. THEY SHALL BECLEANAND 4"NATiVETOPS0ILRESTORED + 2)PICKBARS PERFECT,WITHOU'fBLOWORSANOHOLESOR TQORIGINALGRADEANDSEEDED 1.EX(STINGTOPSOILSHAILr~REMOVED 1 •
MANHOLE DIAMETERSiZESMAYBEADJUSTEDONTHEPLANSTO NEWSANYTARY A SOIVENTWELOJ0INTS GREATER IN DIAMETER, ANDWHEN30RMORE4'LATERAIS SEEDETAIL V SEEDETAIL ~Q DEFECTS OF ANY KIND, TENDING TOIMPAIRTHEIR a:?E:~NITHW£f LAND SEEDMUCTIIRE STOCKPILED AND PROTECTED FROM / '
T N E . REDUCINGSLABSARENOT SEE DETAIL (2 TYPES SEVtlER i 3. MANHOLESGREATERTt9ANirINt~PTHSHAII ENTER MANHOLESWITH4'INTERIORDROPS.NOMORE REFLECT SPECIALCIRCUMS A G S FRINGANDCOVER HAVE MIN.B"EXTENDEDBA3E. THANFWR4INTERIOROROPSAREALLONf~DINAS' ~ ~ { m o ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6' DIAMETER. APPV'D A + ".r Y.tt MANHOLE e~ 1 t 4. DROP STRUCTUR£SHALLBEPNCEDWHERE 7. NOMORE THAN a, FOURiNCN IATERNSOR3, SIXfNCH I O. STRENGTH. NO PLUGGING OR STOPPING OF CONTAMINATIONANDSHALLBE • ° DEFECTIVE HOLESWILLBEPERMRTED. I IN UNDEVELOPEDARFASBACKfILL REPLACED ASTOPSClLAFTERUTILIIY ~
GASTIRONFRAME& 1"X1/8"3TAINLESS °l,1"i 3" SEWER MAIN OR LATERAIVERTLCAIDROP LATERAt33HALLENTERA4'aA0.7ETER7ERMINal COVER SEE DETAIL STEEL STRAP BETR'EEN INVERTS EXCEEDS 250'. SEE PIPE MANHOLE. NOMORE THAN2LATERAIS IREGAROLESS OF 5~~~ 0 + u REMAINING PORTION OF INSTALLATION, pp~A O O 2. CASTINGS SHALLBE UNPAIMEDAND SHALL HAVE ~I~~H;p~ TRENCH IN MAX I2"LIFTS •'.•e4ELf • THELETTERS"PWGFAY-NC"AND"SANtTPRYSENA72" / T095%MAXDENSITY. 2. ANTISEEPCOLLARSHAILBEPLACEDATTHE ~
ONC.GRADE RING SDDEOETNLSFORDROPSLESSTHAN2SD' SI2E}SHAIlENTERAL.LOTHER4'DIAMETERMANHOLES. 'P MAX. 3) 4; (2) G', FLEXIBLE BUTYL RESIN MAX, (3) q", (2) 6" OR (1) pLgN VERnCAL SEPARAnON. ACL LATERALS SHA1t HAVEANINOIMWALTROUGH. S' I 0 ~ CAST INTO COVER. LETTERS SWViBE RAISEDAND I~It-I) ~ III DOWNSTREAM WETLAND BOUNDARY ANDA ~I V~ • N7;~~.•
( SEALANTOR RUBBER 01AMETER MANHOLES SHAH BE USEDIFTHEABOVE g ~ OR(1)7'GRADE ~ MANUFACTURER 2". SEE NOTE 13. cGNIXnoNSARENOrMEr.THELATERALINVERTSHALL ~ CIFARLYVISIBLE. y MIN.SPACiNGOf157UPTHEGRADIENTUNTiI l~°' ° J V ~J 3. MANHOLE RING AND COVER SHAIiW'ffHSTANDH•20 / ~ ~ UNLESSINDICAT DOTHE~R SEO~ EDRAWiNGS. ///e/'~S
a RINGSSEE NOTEt~ GASKET JOINT. INSTALLED POLY BEAT THE TOPOF THE 511ELF. 13. C~~ B. NOMORE THANSLATERAIS SHALLENTERAS' 10. CONN£CnONS TO EXISTING MANHOLES e PROPYLENE COATED o VEHICUTARTRAFFiC. ~ BACKFILLT018"ABOVEPIPE /!f/ O+11` / FOR A LENGTH OF 12° tMTH 4,.%r^ t. 3. ANTISEEPCOLLARSNAYBECON5IRUCTEDWITH 4. MINIMUMAVERAGEWEIGHT:PLUSORMINUSS% 18"MIN. ~~•a~';~~',,;:ti;.;•V,••~.•:; CLASSBCONCREI'ESPECIFlED COMPACTED CLAY,CLASSBCONCREi PVC
SEAL INSIDE AND OUTSIDE STEPOVERINVERT ECCENTRIC REDUCER DUUIETERTERMINALMANHOLE sHN1HAVECOREAND"B00T•oNLY COVER FACE Z ~ JOINT SDR35PVCSWTEEWiTH ~ UNLESS APPROVED OTHERWISE BYPWC (N.T.S.) g wa LER OF JOINT UMTH FAST SET OUT SEE STEP DETAIL. oP£N END ON SPIGOTSIDE 9.FIEX BOOTSHALL BE CONNECTED TO MH. tMTH PROJECT COORDINATOR. 1-1l4"DIA RINGt55L8S"COVER 160LBS.,t1NTT375LBS. •.:'t1,: • BELOW ORW'ITMWITHIMPERMEABIE ~ • CLAY HAVINGASPECIFICDISCHARGEOF OR METALCOLCARS.WETUtNDCR03SiNGSTHAT •~'1.? ,t.t'!.i.: S AREDIRECTIONAILYDRILLEDANDPERPENDICULAR
bo jw MORTAR SMOOTH FINISH STAINLESS STEEL EXPANSION RING.FLEXIBLE pp FLEXIBLE BOOT CONNECTED BOOTCONNECTORS SHALL CONFORM TOASTM 19.ALL MANHOLESSHALL BE VACUUM iv-a ~p ~ TOMHWITHSSEXP.RING " C-923SPEC. S~~CCORDANCEW/PWC ~ 5. PERFORATED COVERS WILL NOTBEALLOWED. UNDISTURBED ,wi 1X10 CM/SECORLESS. SOIL •;,:;y..-;,,, WETLAND CROSSINGSTHATAREOPENCUTAND (n
LiFT HOLES THATEXTEND THRU m" RUBBER, JOINT SEALER NONSHRlNKGROUT SEAL GASKET RUBBER 6. SUPPLY SOCKET FOR TURNING CAM LOCK LESS THAN150'INLENGTHDONOTREQUIRE O GASKET CAMLCOK ..;•!c ANTISEEPCOLLARS. M MECHANISM. ONESOCKETPERPROJECT ANTI SEEP COLLARSNALLEXTEND
E WALL SHALL BE SEALED a ,s N' 26^ DIA. WITH NONSHRINK GROUT. LIFT SDR 26 PVC STTEE +v ~ a•,. AMIN.OF18"ABOVE THEPiPE,B" 4. CONTRACTOR SHALL PROVIDESUITAHLE -1 CAM LOCK DETAIL 7. USE OF CONCRETE GRADERINGSARENOT a• LJ INTOUNOISTURBEOTRENCHWALLS W
Z 8^ MIN 12"MAX SDR 35 ~•J- f HOLES THAT HAVE PVC CAPS 12" 2"MIN. GltauT SEA1E0 b i THAT DO NOT EXTEND THRU THE EAL LIFT HOLES FOR TRANSITION FROM D.I. TO PVC 'O' {N.T.S.) ALLOWED,UNLESSAPPROVEDBYTHEPWC 12"MiN. •r>I FORMING(fOBEREMOVED)TOCONTAIN ~ PROJECT COORDINATOR. F TRENCHBOTTOMrINTOUNDISTURBED CONCRETEFORPROPERSHAPEAND ~ N 3.13116" ' DIMENSIONS.
;:p ~ 48"MIN. WALL SHALL NOT REQUIRE USEAC8008ELLXSDR28SPIG0T COVER SECTION a SEE CHART GROUT SEALANT. ADAPTOR. FORTRAN3ITION FROM 0.I. TO (N.T.S.) LION ~ 8. THISOETAILISTOBEUSEDONALLMANHOLES ~ OOLUR ARO
SEENOTE5FOR 5'MIN. Pvcus£AGDOSBELLxsDR2s 2"MIN: OTHERWISE~APPROVED.AVEDAREAS,UNLESS I~~}~• ~iSTALLA1tON SHAM ~ APPROV@ 6Y BEDDING MATERIALSHALLNOTBEINSTALLED THE PRC~CT CflOR01l1ATOR PRIOR TO f...
FLDLB00T CONG.BRICKANDMORTAR COMPACTED N0.570RN0,5 SPIGOTADAPTOR CoNNEEGioR INVERT PLACED IN FIELD TO 3l4 sroN£ FRGM uNDlsruRe£D FLEXIBLE BoDT ~ 9. REFER TO DETAILS,t7FORINSTALLATK)NOF WHEREANTi-SEEPCOIIARISLACA7ED. PL41CIN6 AID BA(~Jj1MP' ~ DIA 518"OIA.SS ROD VENT STACK. 6. CONSTRUCTIONANDSEEDINGINWETLAND
w SDR 28 PVC ~ 273!8"-27--7/18° DIA HEIGHT OF OUTLET PIPE. SEE DINT SEALER SOIL TO SPRING•IINE OF PIPE 26-1(8°-2&1(4" a SHELF DETAIL. AS DIRECTED BY PW>; „ CNSSBCONCRETESPECIFICATIONS O J PICK BARAND AREAS SHALL 9EINA000RDANCEWITH
> e EALAROUND PiPE PROJECT COORDINATOR. _ -+--•REINFQRCING SEE CHART ABOVE EE SHELF DETAIL 1"x1/8"STAINLESSSTEELSTRAPS SDR2SPVO < GASKELGROOVEDETAIL H)MINIMUMCEMENTCONTENT,SACKSPER STATEANDfEDERALREGUlATIONSAND (N.T.S.) CUBIC YARD WITH ROUNDED GOURSEAGGREGATE 5.0 THEOWIVER'SPERMITREQUIREMENTS. ® ~ M I
SEECHART SEENOTE3 CONFORMINGTOTHEPIPEANCHORED ~ ~ MATEF APPROVEDGASKET l~~1~~C B) MINIMUMCEMENTCONTENT,SACKSPER vJ d' MATERIAL CUBIC YARDWITHANGULARCOURSEAGGREGATE SS ~ } ~ (N.T.S.) C}MAXIMUMWATER•CEMFJVI'RATIOGALLONS 0 W X
ro S"MIN. COMPACTED NO ° WITH STAINLESS STEELANCHOR BOLTS FIEXIBLEEPDM AND WEDGE ANCHORS.2STRAPS F;y 2a"olA ~5 57 STONE MINDdUM,STRAPSSHALLBE3'O.C,MAx sSSTRAPS 241(2"DI. WIDT4 w EA 518"4/xTril2°STAINLESSSTEELBOLTS PER SACK 8.8 " WffHWEDGEANCHORS. {SCORE THREADS ~ ~ l J
- - I RUBBER B00T ~ ~ ' - IE I{) PLACE STRAPSWITHIN1'OFTEEAND " TOPRI - ANITARY SEWER OU IA. 2B-2a-1/s"D ~f 4B SW i! END T 'OF BEND. ALl07HERSTRAPS Yd HIN1 i. TO PREVENT REMOVAL) D} SLUMP RANGE 2"T04" M O
NDISTURBED SHALL BE 3'o.C. %~n ' +:a ~ SDR 35 SEALANNULUSAROUND SUBGRADE NO S7 STONE e s EJ MINtMUMSTRENGTH•26DAYPSI 2,800 /Y? ~ L,Lt ~
PIPE AT ENTRANCE IMTH SDR 35 SW PVC 1146END FRAME SECTION TOWARD INVERT OUT NONSHRINK GROUT. s£cnoN^MA (N.T.S.) ;TION FRAME ~ Q ~ ~ ' N.T.S. ~ 1 ~
NO. DATE REVISION NO DATE REVISION STANDARD NON-TRAFFIC AREA N0. DATE REVISION N DATE REVISION 'P" LL I.i. L~. REA PUBLIC WORKS COMMISSION ANTI SEEP COLLAR PUBLIC WORKS COMMISSION
PUBLIC WORKS COMMISSION _ INTERIOR DROP STRUCTURE PUBLIC WORKS COMMISSION MANHOLE RiNG AND COVER STANDARD MANHOLE FAYETTEVILLE, N.C. GRAVITY SEWER MAINS & LATERALS FAYETTEVILLE, N.C. 2. JAN 07 REVISEDADAPTOR, NOTE2. ER FAYETTEVILLE,N.C. 1. JUL08 REVISED NOTE ON FRAME FAYETTEVILLE,N.C. LOCK
1. FEBO7 CRFATEDS2AADDEDNOTES13.17 WiTHVMPERGASKETbCAMLOCK DWKi. N0. DWG. BY: PVuC DWG. BY: i~JuO WATER RESOURCES 2 DECOR REVISEODIMENSIONSON SHEET NO DWG. NO. EC,$ DWG. BY ~ WATER RESOURCES
SHEETNO. DWG'NO' S.Z DWG. BY PWC WATER RESOURCES 3HEETNO. DWG. NO. S,5 OWG.BY PuN; WATER RESOURCES 3. JANOB ADDEDNOTES8,7b8 SHEET NO. S.B 10F1 DATE JAN. 01, 2008 APPROVED BY J.E.G. ENGINEERING DEPARTMENT 7OF1 PATE NOV. 12, 2008 APPROVED BY J.E.G. ENGINEERING DEPARTMENT 4. NOV:08 REVISED FITTING MATERIAL 1OF1 DATE: JULY 01, 2009 APPROVED BY: J.E.G. APPROVED BY: J.E.G. ENGINEERING DEPARTMENT 3. JUL09 REVISED NOTES ON FRAME 10F1 DATEJAN.O'1,2005 APPROV£DeY J.EG. ENGINEERING DEPARTMENT NtREV ED 3
FiLE NAME: STANDARD MANHOLE.DWG FILE NAME: DROPMH.DWG FILENAME:2008•SBRINGCOVER.DWG ANTI SEEP COLLAR
is NOTES: 2" Z CHARTAS LFRWTfM EFFLUENT PIPE SIZE
,'flp 3f4"NPTEIRONZE A(DIA) B T•HEADGUINDBOLT 1.15118"SQ. TOfINO'E"ENTERCHARTATLEFTWEMEF 30.HFADPII'NrPLUG TIGHTENT075.90FT.L8S. 1. ALLMATERIAL33HALLBEINACCORDANCE THE WORD "OPEN"AND NOTES: AND ENTERPIPEATTCMWLTHINFLUENTPIPE E IMTHPWCSTANDARDS. SLEEVE BODY SHALL ARROWINDICA7ING 1. ALL MATERIALS SHALL BE IN ACCORDANCE ISPOINTOFCONVERGENCEOFCOLUMN TTOPWLTHINFLUENTPIPESIZE. "E'DlS7ANCE NOTES: SHAPE FLOW CHANNEL TO SLOPE TOP OF CONCRETE NVERGENCE OF COLUMN AND ROW. 310. HEIGHT Of OUTLET PIPE SHELF (i:12 MIN2;i2 MAX) ~ 1. SEE PWC STANDARD MANHOLE AND SHAPB FLOWCHANNELTO SLOPE TOP OFCONCRETE TOWARD TROUGH
d COUNTERCLOCKWISE D2 ~ BEDUCTILEIRONASTMA538. OIRECTIONCASTHERE WITHPWCSTANDAR0.5. » TAPPING SLEEVE 4' 8" 8' 12" 15' _ PIPE,$UDE, MORTAR SLiDEAND 3w HEIGHT~ouiLE'T PIPE SHELF (t:72 MINR:72MAx) ~ 9„ 8' 12" 15' iS' St1@4F pETAiLS FOR ADDITIONAL TOWARDTfiOUGH
FRONT 0 2. MECFIANICALJOINTTAPPINGS7.EEVESSHAIL 2. RAISED MALEFACESHALIBEREQUIREO D 9.W 8.5D 1D.OD M BE ASMANUFACTUREDBYCLOW,MBH, TO PROVIDE FOR PROPER ALIGNMENT 12 11.D0 N.5D .1200 13.00 1D.~ v INFORMATION. i S'OPE
iY MUELLER, OR AMERICAN AND SHALL BE OF THE TAPPING SLEEVE a 15 1425 14.75 1525 16.25 17.00 o FURNISHEDIMTHSPLITGLANDS,SPLITEND 3. ALL VALVES SHALL HAVE2"SOUAREOPERATING 18 16.50 17.OD 17.50 18.50 1926 15.25 16.25 17.00 ~ ~ 2. THE'E'QISTANCESINOICATEDAREFOR 0 4°LATEWII 17.50 18.50 18.26 20.E CONNECTiONTOANEXLSTINGOUTFALL ~
~ GASKET, BOLTS, ETC. THEOUTLETFLANGE NUTANDSNALLOPENCOUNIERCLOCKVti7SE. 2100 21.50 22. 23. 23.75 ~ 5/8" S7££l ZINC ELATED SHALL B£ Cl 125 AER ANSI 818.1 COMPATIBLE 4. RESILIENTWEOGEGATEVALVESHALLBEAS AND ARETHE MNIMUM DISTANCE OCATIONVARiES) 22. 23. 23.75 .57' ..28.00 0 ALLOWABLE. SEALAROUNDPIPE RINGANDCOVERANDSTEP3 4"TROUGH
~ HEX HEAD BOLT b NUT WITH APPROVED TAPPING VALVES. S=NO. b SIZE EK)LT MANUFACTURED BY MUELLER CORP., WHERE 5 MH IS REQUIREDADD 112" TO "E" 01 o TIGHTEN T075.90 FT. LBS. N HOLES STRADDLE ~ AMERICAN DARLING, CLOWCORP., OR FORTHE ADDiitONAtB" OF SHELF QUIREDADD1M^TO"E"OISTANCETOACCOUNT 3. WHERESANITARYSEWEROUTfALLS ALaGNOVERmVERTOUT i ADDiT10NA18" OF SHELF SLOPE. AND MNNS ARE BEING CONSTRUCTED W
~ 7APPINGSLEEVE 3. DIMENSIONSSHOWIJAREFORREFERE CE (125 LB.ASA) APPROVEDEOUAL BACK AND MAY VARY BASED UPON 2 THE TOP OFTHE EFFLUENT PIPE AND RING AND COVERAND STEPB 8" oUT THETOPOFTHEINfLUENTPiPESHALL AUGNOVERiNVERTOUT
W 741EAD80LT MANUFACTURER. SLEEVES SHALL BE S. VAIVEBODY,BONNETbGATESHALLBE •p F TIGHTENT090fT.LBS. SIMILAR IN NATURE TO THAT SHOWN AND DUCTILE IRON CONFORMINGTOASTMA-538. 4 BE ATTHE SAME ELtVATION UNLESS ~ CONDRiONSAREPROHiBiT1VETOTHIS
g SHALLNOTDEVIATEINESSENTIALOETAILS. 6. VALVE BODY AND BONNET SHALL BE PRACTICE SLIDE DETAIL FOR LATERALS • • . ENTERING MANHOLE. • ,r AL50 SEE DETAIL S.4
4. PIPE SURFACES3HALLBECLFANED SURFACES IM HIAFUSION80NDEDEPOOXY .OS 0 0 7HOROUGHLYTOPERMITFORAGOODSEAL •
PR10R TO INSTALLATION. IN ACCORDANCE WITH AWNA G55490. , ° 0 0 w 7 LVE 24"AND LLER LL HAVE 4°~
5. EXTERIOR OF TAPPING SLEEVE SHALL BE .ALL VA S SMA SHA ~j COATED w/2 COATS ASPHALTIC VARNISH ~ ASAFE WORKING PRESSUREOF250 PSI. p MIL•G150. p 3 tl o 8. SEETAPAINGSLEEVEFORADDITIONAL •a: MAIN OR LATERAL • MIN SLOPE 18. THE LATERAL INVERT SHALLBEAT
~ O ~ w INfORMATiON . W 8. ALLTAPPINGSLEEVESSHAILBE ~ _ 4"x,2.00%MIN. MANHOLESTHECROWN~I E~ 6"@0.67°kMIN.lhWN NOTES LATERALSHAl16ENO10WcT2
0 O O O O 0 HYDROSTATICALLY PRESSURE7ESTED PRIOR - w 8. DIMENSIONS SHOWN ARE FOR REFERENCE 0 TOTHE TAP BEING ACCOMPLJSHED. TEST AND MAY VARY BASED UPON MANUFACTURER. • . ~ 8' 200%MINAATEf2Al. t.MANFKk.EANDCONNECTKNJS S. MANHOLEMEETSALLREQ.DF 97.IMERIORDROPS7RUCTUREREQUIRED iR ~ o WHEREVERTICALSEPARATION BETWEEN 01.UTGDINOSEWER MAIN,tMLESS 0.y ~g B'g0.40%MIN, 3HALL8EINA000RDANCEWRH ASTMC476. INVERTSIXCEEDS2.50'.SEEINTERIOR C O 12"~0.2296MM. PNC STANDARD MANHOLE. 6. CONCRETE IB MINIMUM4000 PSI DROP STRUCNREDETAIL OTHERW}SEAPPROVED BYPWC
Q G(GASKETTHICKNESS) SHALL BE APPROVED BYPWCPROJECT SHOWN ANDSHALLINOT~D6VIATEINESSENTIAt ~ M.J. RUBBER END M.J. RUBBER SIDE SEE NOTE 2 COORDINATOR PRIOR TO BEGINNING DETAILS. 15" @ 0.15% MIN. 17. NO MORE THAN 4, FOUR INCH 2. BRICK USED FOR INVERI'AND C~IPRESSIVESTRENGTH. 12 VERIFY SDDE INSTALATION 18" Q 0.12%MIN, IATERAI.S OR 3, SIXINCN LATERALS
N GASKET GASKET TAPPINGPROC£SS. SHELF CON5TRUCTIONSHALL 7, MANHOLES GREATER THAN t2'INDEPTN WITH PROJECT COORDINATOR ' BE NCDOTSTANDARDCCNCRETE SHALL ENTERA4'DIAMETER 9S~ SHALL HAVEMIN. B"IXTENDED BASE PRIORTO CONSTRUCTION. TERMINAL MANHOLE NO MORETHAN W W JUMBO BRICK, MEETINGASTM W }
t0 K • _ a eea eremm~on ueuuroancren cno "+•~.,~,~~~.o,., ,-M,.~o,•,~. .~:f s _
N i. ac INFORMATION. unwcr~nnuw uvnn` C gONO.&SIS OF W s .a T.,. s AC55 GRADE J-1 1 EXUFFT BSORPTION LESS THAN 10 ADDITIONAL REQUIREMENTS. 13. MANHOLE AND CONNECTIONS SHALL BE SHALL ENTER ALL OTHER 4' DIAMETER
FOR USE WITH STANDARD M.J. PIPE • M LBBJCUFT. IN ACCORDANCE WITH PM STANDARD MANHOLES. ALL LATERALS SHALL 9. MORTAR SLIDE SHALL BE USED FOR MANHOLE DETAIL r, USED LESS THAN I FOOT SEPARATION TMVEAN,IINND ~TROUGpUNLESS 3. MATERIAI USED TO SE ,
2 'TL-EM SIZE 8X8 8X8 8X8 12X6 12X6 12X12 16X8 18X8 18X12 24X8 24X8 24X12 24X16 2024 30X6 30X8 30X12 30X18 30X24 4 0 JTURN PIPEXBRANCH PERIALENONSALAROUND BETWEEN INVERT OUT&INVERT OF 14. THE MINIMUM SLOPE ACROSS THE INVERT THEY HAVEASLIDE ORRMANHOLES OF THE MANHOLE SHALL BE i%, UNLESS STRUCTURE. ' DIAMEERMA 4. MANHOLE SHALL BE CONSTRUCTED INCOMING PIPE. BE USED IF THE ABOVE
DIA c A 7.018 2416 9.018 7.018 9.016 13.016 7.019.038 13.M6 144 13.5 19.0 23.5 32.0 11.00 13.5 19A 23.5 32.0 VALVE SIZE A B C D E F G H J K L M N R S T WIACC WEIGHT Ai +.031 g •.000 .3 .91 e: , a•, ` MANHOLE 10. PIPE SLIDE REO'D WHERE VERTICAL OTHERWISE APPROVED BY PWC. CONDITIONS ARE NOT MET. Ai, • . < MANHOLE S HALL BE C N IS NOT . TRUCT D ACCEPTABLE. SEPARATION BETWEEN PIPE INVERTS FIBERGLASS +•,a • y • • i IS GREATER THAN I'AND LESS THAN 15. WHEN EXTENDING IN FUTURE, 18. NO MORE THAN 5LATERALS SHAll y
O - 1 .31 . 1 .3 .31 731 .31 .31 -31- -31- . 1 .31 4 5.7ffi 7.12 4.63!64 429132 2.12 712 9 9 114 _M16 1-1 9 .31 .3 U7M- -T-518 11 &114 9.12 & 7/8 3~4 7 2.12 &12 11 frM 11.3'4 U4 -18 1 5 8 12 7.114 1.1/8 11.314 97 9-5132 -0 11-3f4 13-12 C 7.7/8 1 9 1 •7 1 - 14118 141 14.718 18.5 19. 232 23.25 23:75 23.75 6 116 1/18 /2 19.5 5 20.5 20.6 2325 5 21 141!4 1/4 --2T4- 8-6M4 2a OREQUALT02.51 CONNECT TO EXISTINGMHPER ENTER A 6 DIAMETER MANHOLE.
F 1 - ~WJ18-121 18-10 23-12 $5§ 35, $5.5 35.5 43,3Z 43,37 43.37 43.37 0,37 1 1 16.0 4 12 8-114 1.174 34 6-114 6-78 12-63184 13.5f16 -12 17 19 28-1/4 19.1!8 114 0 18 &12 1.7M6 2-1118 2-3 21 12.7!8 16-15/16 117-OM 3-lr2 21-1!4 12 2&1!8 18. 116 174 53 1140 PWC STANDARDS SCALE Nts 19. USE OF TEE•VYYESON LATERALS IS NOT Al NO. DATE REVISION NO DATE REVISfON _ 800K NO.
3/4 18.7!8 21~112 3 37-518 20-138 5!16 3225 W 4 10.12 4 14 1.778 2.12 31- i
o PUBLIC WORKS COMMISSION NO. DATE REVISION M.J. TAPPING VALVE PUBLIC WORKS COMMISSION No DATE REVISION ~ PusucWORKS CyJMMISSIDN PUBLIC WORKS COMMISSION
DUCTILE IRON M.J. TAPPING SLEEVE ~ FAYETTEVILLE,N.C. 1 7109 REVISED NOTE 6REFAOVEDNOTE B. fAYETTEVILLE, N.C. MH CMNEC110N DELI GUIDE G PAYErr~nuE,N.c. TERMINAL DWG. NO. MANHOLE FAYETTEVILLE, N.C. SHEET
Djrwvmj WG.NO. N(•~Q DWG BY PWC WATER RESOURCES SHEET NO. DWG. NO. Wg DWG. BY PWC WATER RESOURCES SHEET N0, DWG. NO. g,ig DWG gY PWC Y SHEET NO. 1 OF 1 ENGINEERING DEPARTMENT i of i DWG. BY Pwc WATER RESOURCES SHEET NO. S 2 DWG. BY PWC WATER RESOURCES
1OP1 DATE: JULY01,2009 APPROVEDBY J.EG. ENGINEERING DEPARTMENT DATE JAN. 01, 2 9,PPROVEO BY J.E DATE JAN.01,2005 APPROVED BY J.E.G. '0 - FILE NAME: 2009-MO TAPPING SLEEVE.DWG PILE NAMD M,dTAMW VALVE APPROVED BY J.E.G. ENGINEERING DEPARTMENT I OF 1 DATE JAN 1, 2008 APPROVED BY J.E,G, ENGINEERING DEPARTMENT 16 OF 17 D.JCADNWCDETNL6IPENETRATION oEraLOwG FILE NAME. 330 7EAl11NA1 MANIOIE S. ~~-7
a+

I
DRAWN BY: MKR
CHECKED: JMK, JR.
SELECT FELL PLACED IN LAYERS LEVEL PORTION ~ CREST AND CONTROL SECTION REVIEWED' JMK, JR.
AND COMPACTED EMERGENCY SPILLWAY APPROACH i
3:1 Level 3:1 Level 3:1 Level 3:1 i 0' (IN STABLE SOIL} CHANNEL ~ pATE: 4:^1~;.+r'X7~<„y'. •::4i: n' 4•t'}5nf:aY•: :1+:.'f.j~4 ~SJ`b%'r.`' JULY 2009
TRASH TRASH MIN. .:~~w<..;~,; - - . .~M ~
To See Schedule RACK RACK ~;ff,•~ is?•~•N. ~f.. .liSY4r.,iJ:?.
~ TOP See Schedule ~ Water Quality EL. 3:1 ; r>:> 1.5' FREEBOARD MIN. ~ .;:4`" '
To of Riser See Schedule EMBANKMENT STABILIZED BERM •4M; EXii SECTOR
Water Quality Elev. ~ ~ ° ° ° ° To of Ve elated Bench ~ ~ 1 ~ WITH VEGETATION EMBANKMENT
~ N_ X5:4 ~ `r~ NOTE:
PERM, POOL Perm. Pool (See Schedule ~ n a 6" ~ NEITHER THE LOCA?!ON NOR U 6» CORRIGATED ALUMINUM PIPE ~ 0.50% MfN' ~ ALIGNMENT OF THE CONTROL Z
s Bottom of Ve etoted Bench 1. Earthen spflfwoyyss -instill the spinwoy in undisturbed soQ to the greatest BOTTOM 182.00 3:1
extent poasibla. Ilia achievem~t of planned elevotiona, grade, design width, s' i 3'~ PLAN WITH THEHCENTERLCINE OIDE~E 4 . t;: DAM. ~ k U
and entrance and exit channel siopes are aiticai to the succesaful operation Bottom See Schedule ~ of the ~iUwoy. The spgiway ah~id be IMed with I~rtktated plastk or
impameobie geotextNe feria The fabric must be wide and long enough to cover the bottom and sides ~d extend onto the top of the dam f~ ~dtoring - ANTI-SEEP A
tn o tr~ch> The edges may be seared wtth s-~,ch staples or pins. The fabric WEIR FRON VIA COLLAR WATER X-LENGTH OF U OATATiON CUT-OFF TRENCH ~ SURFACE EXIT CHANNEL a
must be long ~agh to extaid down the dope and exit onto stable 9ramd. N.T.S. ANTJ-FLOATATION ~ The width of the fabric must be one place, not joined or spliced; otherwise CONCRETE TE 2 DEEP STAGEAGE (HP~ CONTROL SECTION a W
rooter con get under the fabric. if the length of the fabrk is insuffl~ent for the 2500 PSi MIN entire length of the spfliway, mult~le sections, spann~g the complete width, if MIN OUTLET ED MiN• Z% EXIT SECTOR ~ ~
may be used. The upper action(s) ~touid overlap the iow~ section(s) so (See Schedule for Sz that wota~ cannot flow undue the fabrk. Secure the upper edgwe and aides hedule for Sze} (RiP-RAP} / LEVe~ ol'-' A H ~ ~ U
of the fabric. 6r a trench with staples err pins. (Ad~ted from MA Manual for APPROACH GREATER S 10 ~ ~ ~ W CHANNEL
Design~g, Instaii~g and Matnta~ing Skflnm~ Sedim~t Basins, February, 1999. J.W. Fairdoth & Son'.).
VARIES 2' 5' (VARIES} { ) SQUARE CONCRETE ANTi-SEEP SEDIMENT/DETENTION BASIN .DETAIL PROFILE ALONG CENTERLINE ~ w a
2:1 ev i 2:1 2:1 COLLAR. MIMMUM 2500 PSi NTS 1 ~ ~ o o W
CONCRETE DIMENSIONS 2Dc SQUARE X 8" THICK. ~~aW
To See Schedule 8" THICK ~ ~ A
X57 Stone FFac~ of Weir-e" Thk
Water Quolity Elev. {See Schedule) j2 Pipe O.D. - t. PLACE ANTI-SEEP t PLACE ANTI-SEEP COLLAR CROSS SECTION AT CONTROL SECTION ~
° AS SPECIFIED IN PR PERM. POOL See Schedule OR NO MORE THAN AS SPECIFIED IN PROFlLE ~/p ~~l
( ) STREAM OF THE CEI OF THE EMBANKMEP STREAMMOF 1HE CENTERUNE~ T 1 I-ICAL EXCAVATED EARTH SPILLIIAY ~ OF THE EMBANKMENT.
/2 Pipe O.D. NTS ~
BOTTOM (See Schedule) 6 PVC PIPE Flat Gmde w
w a
_ TYPICAL ANTI-SEEP COLLAR WEIR SIQ.~ VIEW
E Junction Box N.T.S. NTS
Drawdown Assembly {Permanent) VEGETATED BENCH
HEADWALL (See Detail Below) ` SEE PLANTI P N A LE
20' ~ ~f (SEE DRAINAGE SCHEDULE FOR INVERT) U RISER W/TRASH RACK 3 ~ ~ OP OF DIKE (5EE SCHEDULE FOR ELEVATION)
G 0
4 Skimmer Assembly (Temporary) 1 i ~ 3 ~ M
WATE Typ. SEE WATER .QUALITY ELEVATION 4T/R SER) ~ ~ 1 o C, SEE SCHEDULE FOR ELEVA ION
10 m
To of Bench #1 #2 #3 4 5 ~ ~ #1 1 2 o: i m
~ / ~ ~1 PERM. POOL {SEE PERM. POOL {SEE SCHEDULE FOR ELEVATION) ~ m
in ~ ~ 2 3 4 1~
~ ~ / ForeBay Area 1~ ~1 PERMANENT POOL AREA i 5 4 3 2 1 (SEE SCHEDULE FOR ELEVATiONS) ` # ~ ~ # ~ 6" PV PNE Flat Grade U CMP ®0.50% (See Schedule for. Size)
! ~ ~ F-
Rip-Rap Dissipator w Filter Fabric ~ ~ invent Store a Sediment Store e """t; ~ BARREL IRN. OUT Z Attach Skimmer (See Schedule) ~ - ~ W
/ T~ ~ Sed g g {83 Tons) 12" minimum (12° minimum) ( ) to Drain Valve ' r z ~
1 2 3 4 5 ~ 1 Wei Normol Poo! # # # # # / # Flange ~ ~ ~ a O
1 (To be installed after ~ / site is stabilized and Gravel Support ~ a, T~ N V For Skimmer Anti-Seep Collar
sediment is removed) 5 Tons #57 Stone EX. GROUND a ~
6 w/Filter Fabric Rip-Rap Dissipator tV (To be removed after w/Filter Fabric U
site is stabilized and (See Schedule)
SI E VIEW ~ D N.T.S. VIEW sediment is removed) ~.5.
6
SEDIMENT BASINS: z N
Bottom of Bench
6 1REES,1 VEGETATION¶ROOTS, AND OTHERBOBJEC110NABLE MA ITERIAL.M TO FACILITATE SEDEIMENBACLEANOUT AND OVE C^RQ ,~t~i~
DETENTION BASIN D 2' BASIN DETAIL TOPSOLAORNSOIL~CONTANiNG00RGANC MATTERBFOR USE ON THE OUTER H~ELLCOFOTHE EMBA KMIENT TO FACIl1TATE~ ~ pfE ~0~' /v
N.T.S. T S VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS SHOWN.
TYP• 2. CUT-OFF TRENCH - EXCAVATE A CUT-OFF TRENCH ALONG THE CENTERLINE OF THE EARTH FlLL EMBANKMENT. CUT f 1HE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH
- ~ 10a Sla e TYPICAL 200 SQ.ET. PLANTING DIAGRAM p MUST EXTEND INTO BOTH ABUTMENTS TO Ai LEAST THE ELEVATION OF THE RISER CREST. MAKE THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPAC110N EQUIPMENT BUT IN NO CASE LESS THAN
2 FEET. MAKE SIDE SLOPES OF THE TRENCH NO SLEEPER 1HAN 1:1. COMPACTION REQUIREMENTS ARE THE SAME AS ~'v'•,Fj/.,Q ~~L• ,Q~-'`Q~
N.TS, THOSE TOR THE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFlWNG AND COMPACTION OPERATIONS, i •..4..
FlLLESBTO $EEPLACEDABEFORE PLACING FlLLMPLACE FltL~ A~ERALANSACCORDANCE W{1H THE SPECIFiCATiONS.~ WHICH ''~~~Al~ll~litti',
ANTi-VORTEX CONSTRUCT THE EMBANKMENT i0 AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING.
EXPAND' EXPANDED SHEET PLATES 4. CONDUIT SPILLWAYS -SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATERTIGHT
PLANTING. SPECIFICATION Drawdown Pipe METAL e (See Schedule) METAL MESH STRUCTURAL CONNECTION. SECURE ALL CONNECTION BETWEEN BARREL SECTIONS BY WATERTIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FlRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL ~
SYMBO LOCATION BOTANICAL NAME COMMON NAME g^~ Riser Wail SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFlLL AROUND THE PIPE OR ANTi-SEEP COLLARS. PLACE THE O FlLL MATERIAL AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE
#1 SHALLOW LAND CaBicarpa americans (f Gai.Shrub) Beauty berry Weld to Riser Wa(I TAKEN NOT TO RAISE THE PIPE FROM FlRM CONTACT WITH IFS FOUNDATION WHEN COMPACTING UNDER THE PIPE M HAUNCHES. W N
(continuous) / TRASH RACK ~2 SHALLOW LAND Cyrilla racemiflora (1 Gai.Shrub) Titi
Note: AN11-VORTEX PLACE A MINIMUM DEPTH OF 2 FEET OF HAND-COMPACTED BACKFlLL OVER THE PIPES SPILLWAY BEFORE CROSSING IT PLATES WITH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE IN ACCORDANCE NTH THE SCHEDULE TO ~ U
#3 SHALLOW LAND Ciethra alnifolia (1 GaLShrub) Sweet pepper bush Permanent Pool Elevation All pipe and fittings 70P TRASH RACK ELEVATION PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE 1NSTALLEO 8Y GUTTING A TRENCH THROUGH THE DAM
SHALLOW LAND Myrica cerifera (tbi.) Wax myrtle Flange t0 be aluminum. RISER OVERFLOW SET A7 EMERGENCY SPILL- AFTER THE EMBANKMENT IS COMPLETE. ~ Z WAY ELEVATION. 5. EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL TO THE ELEVAliONS, GRADE, ~
Hi hbush biueberr iv (See Schedule) RISER ~:i SHALLOW LAND Vaccinium corymbosum (1 Gai.Shrub) g y RISER PIPE TOP OF RISER ELEVA110N AND DESIGN YNDTH AS SPECIFIED. 0 J
Blind Flange (see with Drilled Orifice .BARREL ~'6 SHALLOW WATER Leersia oryzoides (Plug) Rice cutgrass (See Schedule for Size} t' SET AT WATER RUAUTY BARRELL INVERT ELEVAi10N 6. INLETS -DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE DIVERSION5 WiTH OUTLET V- ~
(See ; (See Schedule} PROTEC110N TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP Q ~
#7 SHALLOW WATER Juncus effuses (Plug) Soft rush 3 EFFlCIENCY. Q W v ~ 1 7. EROSION CONTROL -CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE Q E" ~
#8 SHALLOW WATER Canna flaccida (Bc) Yellow canna rifice Diameter WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE F„ m ~
' (See Schedule) #9 SHALLOW WATER . Chasmanthium latifolium (Plug) River oots EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION, m W
#10 SHALLOW WATER Acores calamus (Qt) Sweet flag MAINTENANCE: ~ ~ a Q.,
BASIN MOUNTED 4 d~ DRAWDOWN ASSEMBLY PLANTING S~EOIFICATION and MAINTENANCE NOTES „ :e~ BARREL (DISCHARGE PIPE} CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFlCANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO
N.T.S. ° ~ ° • e 4 .a • " iTS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
1. Plants shall be as listed ar approved equab depending on availability of locally grown plants and • " time of year planted. ~d' CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING N07E: AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
2. Plants. shall be free of noxious weeds. RISER AND POOL AREA.
3. Plants shall not be allowed to dry out before planting. Care shall be taken to keep the transplants CONCRETE ANCHOR watered and shaded during transport and storage before installation. (See Schedule) :HOR 1. BOTH RISER, BARRELL AND TRASH RACK le) SHALL 8E CORRIGATED ALUMINUM PIPE
4. Permanent planting shall be done between April 15th and June 30th to allow at least. four months ¦
growth prior to the average first frost. 5. Temporary plonting to prevent erosion shall be in accordance with current NCDOT guidelines,
- 6. Prior to planting, the area shall be treated with anon-selective herbicide according to the
~ manufacturers directions to provide a weed free planting area. TYPICAL ALUf` 7. Soils shall be tested and, rQLyl if needed, fertilized prior to planting. ICAL ALUMINUM SEDIMENT BASIN RISER p
a 8. Upon completion of planting, the areas shall be watered as needed to provide adequate moisture. If NTS 1 1
~ water levels within the basins are at or near the permanent pool elevation, additional watering may M not be required.
9. Weed control is essential to successful- establishment of the iantin s. During the first two growing PvC VENT PIPE P 9 C VENT PIPE ~ Q ~J3TRUC714N SPECIF1CA710NS
I o seasons, undesirable plants shall be removed by hand, or by wicking the weeds with approved I o chemicals. The local extension agent can recommend the mast effective me#hods. SCHEDULE 40 PVG PIPE 1. Assemble the skimmer fdlowing the manufacturers instructions, or as W
N 10. Plantings shell be inspected at least once during the growing. season. Any areas in which the ~k~ designed.
j ~ • plantings have not established full ground cover after the first growing season,. or which become ~ damaged in subsequent years, shall be replanted according to the planting plan and schedule. PVC END CAP 2. Loy. the assembled skimmer on the bottom of the basin with the flexile
w PVC ELBOW loin of the inlet of the bowel pie. Attach the flexible Joint to the barrel pipe and position the alcimmer aver the excovnted pit tx support. Be sure to attach
0 ~ TER a rope to the skimmer and anchor it to the side of the basin. This will be used W to pull the akimm~ to the aide for maint~ance.
3 SCHEDULE 40 PVC PIPE SURFACE N
ro ' ai o0 ~ ~ ORIFlCE PLATE
- ~ 5° ORIFlCE d91~ w
c FLEXIBLE HOSE PVC END CAP Inspect skimmer aed&nent basins at least weekly and after each aigniflcant PVC TEE (ane-hdf (nch or greater} rainfdl event and repak &nmedfately. Remove PVC TEE sadim~t and restore fire basin to its original dimenarona when sediment
i ~ . 'I y RISER PIPE l accumulates to ale-hdf the height of the fkst baffle. Pull the skimmer to
nna etch en +hn+ +he sediment unAemen+h t+ rnn he errevnted. FYC~un+e the
'a r ® sediment from the entire basin, not just around the skimmer or the that cell
y PERSPECTIVE ANCI F ANGLE Make sure vegetation growing in the bottom of the basin does not hold down Z Z the skimmer.
VIEW 4*40 NTS if the cicimmer is clogged with trash and there is water in the basin, usually N
0 Wet Detention Basin Schedule jack" on the rope will make the skimmer bob up and down and dislodge the debris and restore flow. If this does not work, pull the skimmer over to
r the side of the basin and remove the debris. Also check the orifice Inside the
NOTE: FRONT Top of 10 Bottom of VIEW END s'ximmer to see if it is dogged; if so remove the debris. SCALE' VIEW If the skimmer arm or barrel pipe is dogged, the orifice can be removed and MS
Wide 10 Wide Top of Bottom of. Tap of Riser Permanent Drawdown Emergency SEE SEDIMENT BASIN SCHEDULE ON 06 NTS NTS the obstruction cleared with o umber's snake or by flushing with water. Be
V etatived V etatived Sediment Basin Riser (Water Quality Barrel Barrel Invert Barrel Pool Drawdown Orifice Spillway Emergency SHEET 4 OF 17 EROSION CONTROL BOOK NO. sure and replace the orifice before repositioning the skhnmer.
o Basin To of Dike Shelf Feet Shelf Feet Storage Feet (Feet Diameter Elevation) Diameter (@ Riser) Length Elevation Pipe Size Diameter Elevation Spillway Freezing weather can result In Ice forming In the basin. Some special SHEET precautions should be taken in the winter to prevent the skimmer from
Number (Feet MSL) MSL} MSL) MSL) MSt} (Inches) (Feet MSL) (inches) (Feet MSL) (Feet) (Feet MSL) (Inches) (Inches) (Feet MSL) Width (Feet) PLAN) FOR SKIMMER SIZE AND ORIFICE DIAMETER SKIMMER DETAIL ER DETAILS plugging with Ice.
Y Basin 1 182.50 .1.77.90 169.90 171.40 174.44 54 178.90 36 174.00 113 177.40 4 2.50 181.10 25 54 178.50 36 172.50 93 176.50 4 2.25 180.15 25 NOT TO SCALE TO SCALE 1aA of 17
o Basin 2 181,25 177,00 176:00 170.50 169.50
Basin 3 175.00 172.00 171.00 166.00 165.00 36 172.50 15 168.00 100 171.50 4 1.00 173.00 10 t
U i