20110233 Ver 1_Site Plan_20110315

THE WOOTEN COMPANY
E N G I N E E 8 i NG R!.ANN!NG AR GH!T E C T U Rc

LETTER OF
TRANSMITTAL

DATE
March 14, 2011 JOB NO.
2488-FP
TO: Attention:
Beverly Strickland Water System Extension for Edgecombe
Count WSD #4 - Phase III
NCDENR - Division of Water Quality Public Water Supply Application
1650 Mail Service Center Plan Drawings CD
Raleigh, NC 27699-1650 DWQ # 11-0233
WE ARE SENDING: ® Attached ? Under separate cover via the following items:
? Shop Drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of Letter ? Change Order Other: Plan Drawings CD
COPIES I DATE NO. DESCRIPTION
I CD with plan drawings in TIFF and PDF format
THESE ARE TRANSMITTED as checked below:
® For Approval ? Reviewed ? Revise and resubmit
® For your use ? Rejected ? Submit copies for distribution
® As Requested ? Corrected ? Return corrected print
? For Review and comment ?
? FOR BIDS DUE [ ] ? PRINTS RETURNED AFTER LOAN TO US
REMARKS Ms. Strickland,
Don't hesitate to contact me if you have any questions Thanks
El
COPY TO: TWC File
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p.; 0.1.4 !D TO D WINOS 0,6.4 NEW 200,Q00 - _ '~N ELEVATED WATER TANK - PRaPOSED DETAP` ,..TE PLAN HERE' ~ THE FQLLQENC~ R'ES ~N THE QN€--, ,TE~iN Q ' ° _ S~°ST : ~ E' 31QN FQR
~ , 0.1..5 IP"'7F.~ Ta EASEMENTS C.6,5 EL ATED Tt~ - ~'~'L EaGECC o VATER Q QBSTRICT Q.4 = ~ ~-,S ~ . ~ ` . ~ ' ~
0,1,6 - O SEA _~9TS .7.1 CEMIC EEC ~ ~ ~;N . 9 . _ -T SITE
0,2,1 ~ ~ 12 t~ i ~f~: ~N - 63S 250 NORTH -STA. 0+00 TO STA.14+00 0,7.2 CHEMICAL C+EED I. ~-~,,iNG F . <;.w ~
0,2.2 - ' ~^~~o ~i~ ! - S 250 NORTH -STA, 14+00 Ta STA, 42+00 ,7"3 CHEMICAL FEEL : _ ~.C CNG : y.. ~ ~ SE:'..ONS ~ ~a
0.2.3 N~` ~ ~ 12" W~'~TI " - 250 NORTH -STA. 42+00 TO STA. 70+00 0,7.4 CEMlC FEED ~:l LDING DE~..ILS E°tBSi:. UT1LfTIES ARE _ E~ QN S APf' :C' ` a .1 _~,Y, f -QTIF~ ~TTILlT~ LOQATIN~'
0,2.4 N 12" WATER ' I - S 2613 NORTH -STA. 70+00 Ta STA. 9$+00 0.3,1 WATER DETAILS m TC' ~a°.~"' Lc~ °TlC81 t ~°~,°dw~~~~ u°~L~ ` - ' . - a P'~i°^~ P~,I,~~ ~ Q c~" "':aiN~
0.2.5 .NEW 12' WATER , - S 268 NORTH -STA. 913+00 TO STA,126+00 .E3, WATER DETAILS _ ~~~~~;',...,o 'w_ Y. G~,,..u~~~u~:~°~C;.RE~. . _ m CIF`o'iNd~ ~ ~°~T?:C~;,.~.
0.2.6 NEW 12" WTEI f `a 2®6 NORTH -STA. 126+00 TO STA, 154+00 0.$.3 WA R DETAILS ~,~I~'~~~n `m_ a ~,~~'~u~~TQREPRl11 ~ SHALL :THE
0°2,7 N 12" ATER , _ " f`ORTH -STA. 154+00 Ta STA.1~2+ 0,9.1 GENE DETAILS
0,2.6 NEW 12" WATER ~1r!~ 'ill -'T'~ 2.~8 NORTH -STA, 132+00 T STA. ~''''0 0,10,1 SEDfMENTATlON AND ERaSIaN CaNTRaL DETAILS 2, CfJNTS~~T~R SP~,.L wla." 1 ~v a }~I~ ~~;.u~, T C- TC' '1S[' ~ - ° Tt~ i~ - I~TF h~~~~?TRIC.~. ~4~°~io'.~}~~~° '~~~~f~. ~'~°r!?i;; e~ C .:.-~Q~ ~,~T
0"2.9 N'" ! 12" WATER I~~si~,lN - S 256 NORTH -STA. 210+00 TO S`~ - . ` :':.100 0.10.2 SEDIMENTATION AND ERaSIbN CONTRaL DETAILS
0,2,10 1~fl WATER Q,- IN - S 253 NORTH -STA, 235+00 TO STA, 266+ . e.o~~l"~. ~'S ~FUd e'r~~F6~a"~7 ~1. ITUR d 'i
I 0.2.11 N :9 r 12W WATE V - S 253 NORTH -STA, 266+00 ~a STA. 294+00 P = _ , ..LL;~ , ~;~~SLIw~ - ° ~ .aUR QR AT THE
0.2,12 NEW 12n WATER ; IN - S 256 NORTH -STA, 294+00 TO END F ~ `A ~.;e ~ 9 ~ ~`r~ti~..' RE'. < . _ .:~LAT9Q QF T( - C)lTTild_
0.2,13 NE 6„ - , - IQICKENS RD. - STA. 0+00 T STA. 50+00
0.2,14 N . - DICKENS D. -STA, 50+00 T STA. 9+00 ~~-hbJ~ , l., ~sYill hfl~', ati~. ~fl. ~ ~ ..i J1~NSa L~' ~ ~~i~FBS.' •i.
0,2..15 N 6 ; _ . <; J -DICKENS . -STA, 92+00 TO STA,135~00 o . „a°.d
0,2,16 NEW 6~ 1°.?- ~ 'J - DICKENSRD, -STA. 135+00 Ta STA, 146+65 Ar~isJ~,Ph~ai~~ ~ . L~.F.~d~u~~h~ : . , . ~~T~dd .
"e ~ - ` "JN- Nt~T lNCLDEI7 THIS a CT -STA 146+65 TO STA 173+00 ~ ~ ~ THE ~ _ ; qT~,a u~.~.° , = ' P C
0.2,17 .6' . ~ - f ° - NOT lNCLDb IS GON CT-STA. 173+00 Ta STA. 133+05 - - - - - - 5, THE ~ `~J ~~'0.y~J'`~i~ o s;~ ~ (L aii i "a fILiT?ES, ~ ~
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0,2.20 J - C. Cf ' RD, -STA. 313+00 TO STA, 7+60 _ Q ~ fit ~1~~~".CIli~~ u~ °c~l~~~~~%~ H ~i~ R.r . ~ . I h -TAT
~ENGHMARK ? CA7Cw N 7 tNLE'C 0.2.21 N€. ' - ` ~ ;r~TER Nt J - ACO: ssJ HILL RD, -STA, 0+00 TO STA. 42+50 PIV~.,.. ~ rb..~.n. a.. J~',,.'~~u~~ au .i ~YLM r~E _
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NEW li " CATER !N - ILQL?IC RD, - STA. 0+00 TO STA> 7+90 ~t,1NCRfiTE ~4NU~eNr a5rux wcst~ S ~ - - - . , h~~, BJ-° J~a~I.J~ ~ ~ , P - - ONDITlQN n A ~ . _ . i~~~l ~h~. ,~hii„~li'~G V . ~ ~ J~ _ - ~~'ICATi'- _ (~I"tl NCI3QT ra
" + + 0,2.23 NEW WATER N~ ,!N - NC 97 T - STA. 0 00 Ta STA. 42 60 ® tRAN PtP~ ~ r r . r~ ctxveRT
0.2.24 NEW 6" ATEf . r - ' - VG 97 ST - STA. 42+50 Ta STA, 67+50 7. `'^~~~n~ , ~ w ~ . ~s-9~~a, . ~ ~ : FUu.L'e'~~aJ r~ C8F UNPAVEQ ~ a.
"t.,. + ® wua~r~cs~ ~ ta)~ca~t+~v~.ow 0.2,25 NEW 6 .TE. - NC 97 EAST - STA. 37 60 TO END
NE'°° f~ ~ - ROGISTER RD. -STA, 0+00 T~ STA, 6+0 @ tL ~ - cENr~Rt. .S. C C~!i ~~t - ~:':il"" ~ ~~AC C AND GUTTER
A ~ID ~ . - ~ ~ i~r~T~ ~ - • TA~AT THE E" ~ ~T9MQ CRQSSSE~$'IQN. PRC9V~DE PAd ~
0.2.26 NEW ~ . - . , ~.OGIST~~ RD. - STA. 26+50 TO STA. 70+00 o N~s+a ~ ICI tNUeF P.r_ ~ T'~~E . ~ _ti . 9~~~LLr~~~°~ ~ .~S~~PNT::A! Ahs~ .,"~h . ~PBrJaP~ e~,`p
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.2. ~I_. _ , - ,d ~ ~ -STA. 70+00 T4~ END rA 4 t ~ v. + '378.7 g~~~.~PtiTI~N
°3,1 C. _ ,.C .2~.u.~...[~-STA.O OOTaEND
C.3.2 N-~. _ ~ 4uiN - NC 1221 ~ J~~`~H -STA. O+OO Tt3 STA. 42+50 ~ co~rRau ~st~r ~ i - -
NEWS" ~i~~~~f~h1F~fN-NC 122l~~Cl'-'-STA. 42+50T~8STA.62+00 cuRS snr
.3,4 NEW _ ~ : :J - NC C °STA. 32+00 TO STA. 120+00 - ~~~a ROADS r ~ss~ R1G" 11. CC, ~ ,;;:'a1.L6MSTA1' ,~d~.~~F~~.o3'a'~~RE ~ ~.~-IDTAiLa
I ~ .3. NEW 6" : ~ I,~ , ' - _JC 122 c : ' - TAo 120+00 Ta STA. 159+20 w ~ r ~ U _ _ _ UNPAVED ROADS o C 0U1`
NEW 4 WATER :.1~11N - NC 1~,_ l~: =;TH -STA,15W~2~ T Q STA.163+50 . „ , ~ ,~~~~d~J ~ .r . u~ ~ ~ .x s ~
,3:6 NEW4"WA'.~MAlN-NC 122 a."~ --STA.1~3 ` :,°C -s- ~uARit. ---ss---- sE~uERtrNE A,. ,1' ~ wJ~ - _ ~ ~P"~ ~¢,~J}+l~df~vAd~ i r, ~ _ 18a ~ =LI : _ ~ _ ~S
..7 N mW ':C" t `f ' AI - MIL F ~ ; -~D. - STA. 0+00 `~`D : f A.1+ t~ ~ROprtc ~ Posy - - -FM- - - - FoR~ N ~r v S T _ _ ~;~r~~,u~_
_ ~ iIN -MILL . -STA. 14+66 TO STA. 26+00 DBE 0
C.3. I ~ WATEI : C ..:J -.MILL P~ 'Ti : D. -STA, 213+00 TO STA. 66+00 ~~o-, i5 n ` ~ a ~ ~ ~ ~~t~~~J., m;e6 U~wLESS Cr- ~ u~;a N{3 ~ ~ i, ~ ' ~ I
I i " + .t. .3>9 N®, 6 WATEI . I _ -DILL _ ~ <p„ - STA. 66 00 TO STA,105 00 i'~,
0,3,10 NEW 6" ti :°;:"EI' , ` - i~lLL . : i Rb. -STA. 105+00 Ta STA.:;; 3+00 x l_a ~ ,
0.3.11 N =W : - .~lLL Pd:'~ D. -STA. 146+ Ta ST _ ' ~ ~ ~T`~ ~ ~ ~ ~ ~.~T~ , - I _
_ ;-tIN -MILL , "~:,ID D. -STA. 150+00 Ta 5 m>a.. +00 ExisrtNC NEB E~s~iNC NEON 1, 9hJS1 _ : , m~ ~ , • T~F ~ ; ~ ~`rar G paPE Q 6NLETS AT ISURSE ~ aS ~ - ,
..12 I - _ '~~~LL. ~y~: -STA. 190+40 Ta ENa y~{ 2. A .L , . „-'ti~lw.. fit, _ ~ ~ 3. Ih S"~. R ~ . =~~~C ..~'~'IL ~f~J~, _ _ ~ T~° - ~ SEQIE~~'. F - -
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.3.13 I _ - ~ : t~~R N' RCdt~~~~ r~C. - STA. IS+DO Ta END ~R~ ~ ~uv~R~ A~ ~ :~i ~P'~P- e~..nt.ut-d'il ~ ~~e'$~1~~ ~k~si~' rtir - . i : .~r~ .aa
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NE'~. _ TER N:.ea d - C~~~l~LEY RD, - STA. 43+00 TO STA. 3+00 ~ I Qb4 A1R RE9.EASE ~ TELEPHONE PEgE3TAL ui~l.r~~u~' LJ'~~;,~~Yf=~ D~~aT ':7°~ ''S6 I
.3." NEW 6" ~ . ~ ~ - ~ ' 1Ei' RD. -STA. $+00 Ta STA. 127+00 - ~ - ~ _ ~~u~ ~ ~ ~ ~ ~ s~~~~u ~.,P~~ . ~,°.":y ~ - -ti a'EP~LES AFdt~ STAQSN~ SAS ~I
a ~AYERhAETER ~ ~ FORMER a" - .3.17 NEW f °J - Ca~_~t-Y . -STA. 127+00 Ta END 6, w i~POV~ ~f r i . ~ - ° ~q~Q QISTURRSNG ACTI~~T~ES NTH
NEW 6 ~ - .:N - CHERR`~ MILL R®° -STA. 0+00 Ta STA. 22+00 e ~.u~ a {~e4"„ w S T i~. ~6, QR r~; P" ; - Ft7R SCT - '"QND9TIC S. ,
0,3.16 NEW " WADE " I°,~ v HILL RD. - STA. 22+OD Ta END 5 v w"~sRANT -c- GASLiNE _ _ i - ®r- - 7. R_,I , ~ PIPEUTLETP ' ''~LQ ~ E ;d
NEW 6" WAT 6 i. P~~~` S RD. -STA, 0+00 TO STA. 29+60 ~ -FO- F963ER 0PT6Cl.INE ~a~E. i
"3.19 N ~ - ~ 3" WATEI . C -?4 1- Ai P~`~ ~"~~~~5 I ;C1. - STA. 29+50 Ta STA. 73+00 . g~ _ _ _ _ ~ CUTLET 13 C'"T ~ NQ C~$ ~i _ - ~ -~'T9~' .3S ~ ,,.;a .m , ~.n .
-W- Vt+ATER~.INE ~-°Y~-^-~- -T----- TEI.EPw041EL1NE -at '-~ta~~~ ~a + ,n + ,3.20 ~ . ~ i ~ .",l !J - ~',y r . - STA. 73 0~ Ta TA.116 00 RIB--. ~ ~ , ~ ~~~~J~ ~ rJ~ E4~3 ~ ~ - ~ , ~.r, . ~ ~ ~
0,3.21 N~~ _ -~-L9~C~~?EC~S ,-STA. 11+m~~u`I°O STA. 156+00 ~ PRV ---e-- EAS~~a~,;. 9. P _ . _ . _ r~ _ . _ _ _ OT- _ ~'I ~
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0,3.23 NEW i,~;ih~~ . @° :~~:'1fES . - STA. 20 ~ +00 TC ST` , 4 +r0 ~~~~~rA~r-., .
" i Rr;lhi.. a ~ t~`~ i~~~~~~~~~i ,mE ,,a) ~I sl _ ~~'I 1~[' "aT9V6T~.
I 0.3.24 NEW 6 ~ ~ ~~~E'J-1~9 SC1V'JERS Rb. -STA. 246+00 Ta END ' .m : + e m ~'I, ~ - - _,r___
NEbV _ - ~ - COEFlELD RD, - STA. 0 00 Ta END EXdSTiNG " NEB a
.3.. 3 NEW _ _ ;`...ICJ - SPEED Rp. -STA, 0+00 Ta STA. 33+00 I~ ~s ,h1, E., r9~t`~, _ Qi~u". ele ~ap'J~°~~3 ~.J~~L;~~N~~I ~ 'i t'.. ' ~i~~,I~';''v.J!.'~~~~ T~°~.'
0.~.~ NEW , - . _ ',t, ~ - SPEED i~~. ~ S"1'A, 38+00 TO STA, 31+00 rareow T T
0.3.27 NEW :.'4 - , . ;~EE~ -STA. 131+0,. Ta END ~ NEV! s~ g ~ _ _ _ ~~I, SUS`' ~~li~~~sr~~"]dl9i~~°~C tiw(~l'uV~M~~!~~:~i. .y
.4,1 NEW,~~ `.TE: ~t~ :.JT~:~~a~6~°F~` RD-~~.':tn~RINEST.-STA,0+00 TO END g TREELJNES9W00QS I q A ~~y, A71-I"1i f fD rv I ~G C~?'_ f~ i '~`Jdttlg ~4N".- 1~=~41~~. 1."~' _ _ 4s umn'w~ ~911~ ~wV V~G ~ IaS.. i-S~ut _ ~,v _ ll .~u,. ~"r-.mt t~~ T ~ ll_'. _ . ~y~e, _ -
NEW 6" `-`IATE~ ~ ~C a9 ~ T , -STA. 0+00 TO STA, 13+00 ~ " ~ ~ TEMP cc~ ~ m w ~ scRU~ ~ SHQF"._ Iy~~6o,d~~~Ga8~~7~yA~~y a~'J.•f ~~I~ Lid _
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' I N I, y. - ~ ' - ~ .1ST. - I : ';~I~ ~ ST, -LEE ST. -STA, 0+00 Ta END tNLE'!" PR0TE0TBd1N ~ ~ELa
-r~; ~ "4 ~ri~.'t 0"4.3 NEW 6 ~.i ~f..1- JAL: ST ~ RAIL.... ST -STA. 0+00 TOB END a o RIP~RAP swRU~ 9~.A~e~~,~~a^~~e r @.~~~9€. ' a P~~~t,, r~~=~~if _,i;=~. - ~ ~~I
' 0.5.1 NEW 6" t lA, ~.f :`,o;J - CHINQUAPIN RD. -STA, 0+00 Ta STA. 42+00 SILT FENOE - - - "G° - _ i _ _ _ ~~b ~Lti...Sa~is~ l ~J~lii,~l i ~~rl ~ I ~~_~~J ~ sa ~ _ ~ i I
try „ 0.5.2 NEB .';'1=f . ~l. J -CHINQUAPIN. , II~TTE FAR RD. -STA, 42+00 Ta STA. 33+00 A .C _ ~,~~T~~~, , . ~ II v a~62''~ v JJ ~ _ ~ ° L..~C~ _ I
~ 1 ~ f ~ ~ ARCFi6. . "D"TREE 0.5.3 NEW 6 AT._ ~ LAIN - SURETTE ~t~,i,': ,i~ RD" ®STA. 33+00 TO STS-. ; 2+00 HAVI S TI ~ ~
C~,1 ~ " ~ , i + PO 5EDIMF.NT ,5.4 NEW 6 WATER 1N - SURNETTE.. , ~~~~~d Fp. -STA. 126 00 TOT, 9-, 15, NQ Ee~~r~~61~ d'~a'~ bras . ` " _ a ~sa"ar~sa a~aJ6~me~v~ a;CINTRU~TI~N. II 'I
~ ; I NEW 6" WATEw ; ~ : -SIN - NC 111 N - S ~~E~ 0+00 TO STA. 23+00 UMtT OF
..5 N®W 6" WA~',~r. ' - fJG 111 N -STA; 28+00 TC? STA. 71+00 W ° 8.
~eW9.r~` "5. ` 6 ~ ~i 1- NC 111 N - STA. 71+40 TO STA> 115+00 CON" ~ C .~z 7-41,,.x} 'i~. ~ I
~ i .5.7 Pv-cva' ~ ' " TA ''~~AI`J - NC 111 N -STA. 115+00 Ta STA. 159+00
0.5.6 N~~ - ~ -;'~'J - NC 111 N -STA. 159+00 Ta STA. 202+00 I 3, CL~F~~-~ Sl~~i'~`. - - R~'TL~IN~~T~r~ _ ~ ;i': ' ~ ~_~w:QES~1SfNC"~r~-~ "I~~NT i~l
0.5,9 NEW ; ;~;A;~J - NC 111 N -STA. 202+00 TC& STA, 246+50 - ~iu~w ~ _ . ~~R~ ~„!~~~e, ~ - _ _ ~;~QPERATOQNS, I '
U " + + e ~ 0.5,10 NEW ..~,TE ;MAIN - NC 111 N -STA. 245 60 Ta STA. 290 50 5. ~ ~ tm~ s'~°°~ ~.1~~,~~. ~D~~dV C11~~ v ~ } n3 ~ ,L ~QP SEER SYSTEM _ -
Ut ~#er 53,~4et~a ~~6et~ai~n ~n~ ~~~e~~mi~e ~'nonh 01";a - ~'6~~~ ~6 ~ 0.5.11 NEWS" WATER AlN - NC 111 N - STA. 290+60 TQ STA. +00 IP S- _ _ .:IDES . _
..12 NEW 6" WATER MAIN - NC 111 N -STA. 334+00 T ENI~
u~~W 6" WA1°ER PAIN • NC 142 -STA. 0+00 TO STA. 23+00 . ~~Ct~VV~. ~.i'?8 ~ ~ ,~w~~41~~:.J"4 ~.n~ .~gJ'a7~9~7-~°~'r~..._.-.-.. .~8 : ~k ~:W.d i g~ r*n vi ~ as
~~~~~~t~~~~ i .5" 1 4,,~p~`~ WATER MAIN - NC 142 - STA. 26+00 TC& END i 1. ivie<<~t~R 7~uk ~r~a 1~(} ~ e '!9t? ti = .:rit,~1~ R` i1~1~ ~ F~';~ ' ~3':, ° .4~~~ I" ipli, ~~~OV . ~ ~ ~!~~~~r u+6'r"~~ V~., ~;o`~ -_..:r_ .--n,e,~ r~' ~ m~ 4. ~ e' S'"El~~ ~~f~~ d~ur~~~'u~~~ i li'~6ti C ~ ~ y ~ i~ _ u~~.
4, ! ; hreW 6" WATER MAIN - NC 2 E -STA, 0+00 Ta STA. 15+00 .~~~~'>I°, s ~ e h'ir~~Sr u.~~~~,~ ,r` ~ ._'sEG~~~;
0.5.14 NEW 6 WATER AIN - rIC " e -STA. 16 00 Ta STA. 57 50 riJr~~. ti~~~~ry.~~~~,L Ida; d"~~~9 E~ ; i , E t~ ~ ~ ~ _ _ i
C~ 11 N ' " WAT - TA. 7+ T TA,1 1+ t'Ix~ical ~~xl ~tatif}uAt~u ~se~ilu r~6'~f# _ ~.~~s G..15 6 ER MAIN - ~ E 6 50 a S 0 00 S, f. _ ~@S~S~:° ~sr::~ ~ ~G'~ @Vti~~~a«~." _ ~ ',',i_ - _ ~QVAL QP SiTE ,T CT N~.,
I 0.5.16 N = ' ~ WATER M~~' '1- n : -STA. 101+00 TO STA. 143+00 ~°~t~~• r~~~,q i mc;raMy uik.' ~ ,u a. ~',r~° ~'~.fr~~E~.+ ' p , ~ _
--r. • ; " w-a e. + ti~'stea~ Litea ~ ~t o ~-'sE ~ fi ~ f - r ~ t 0.5,17 N , 6 WT' , [ ..:J - NC - FC9UNTAIN CROSSRa RD. -STA, 143 00 T4~ TAa 134+00 xrdt a ~t( s ~ ~ ~ - t~,.~~.s t~`' S - f~ULQH. ~ :F' J°e' ~R~S~~~~N QQ`~f"; _ ~'o' , SFs~~.' ~ - ~ T~,Li ~~E~ ANdAPPRQVED ! ~ 'I
~ ~ 0.5.1 S NEW 6" .f 'd - FOU. d°: ~ C:~aSSRQ RD. -STA. 1134+00 Ta STA. 226+00 R~:ttet LiaeI~cEn~zs~~o ~:wvso~.~, ~~nii?3 LF x. ~ = l,i}Fit1;13(! ' 9. PAST ~ . JCT?QN ANb EXES~i9! ~ C ~ : _ . ~ - .RANGE SMALL 6E T' ` o~ ~ ' I
~ ~ ~a 0.5,19 NEW 6" WAS =R MAIN - FaL::T ` R~3OAD RD. -STA, 226+00 Ta ENIO ~'s~tecLine 1;us~aifi~ion ts-i~~~t~`' ~~,~a r.~ ~ ~u ~ _ ~~~,at~ TQ ThE t~ EST ENT P~,F - SQ C~ ~ - ~ . y r ~t~~E PA S, QR TLs ~ - - I
~ " r + t;, bi';~~t Line dn~t~all;~ti~7n (J ~-an~7j 33.?3(t irF s i(} ft = 37,3(tdt ~ NEW 6 N'6~~6~ERMAlN - ~~tl ~ RD. - STA. 0 00 TO END ~~ALJ PQGKET la,~TLAN . PQSITI~ C Sl r ~.L ®E ~
~ I 0,5.20 N~'°"` 13" P:1AlN - RC~~: ~a04N SOH. RQ. -STA. 0+00 Ta STA, 42+00 i3o~•e JResao-~°es~' PS~s iaar [~o~~A t'rue's ~s
° a
4`' ~ ~ a I'' 0.5,21 6" R : _ 1ti~JAIN - R1 ~0N SOH. RD. -STA, 42+00 Ta STA. 60+00 7. ~~~tet Lam t.~re~t4~tic~t (73G,r~ a~ Re~~~ ~id~ 1 _ _ ,
u I, 0.5.22 e4 6 :~~1AI?J - RC~~.~.~t~N SOH. RA. -STA. 60+00 TO END ~,t ~ ~ ~n z 1 a3 I~xt7ti'~ 3t~ ft z ~I~U ft ~ ~iG!)A tt'
~ d . r.~, 4aa~IN - S L~7WE RD. -STA. (130 Ta STA. 3+00
~ ~ NEW " WAT® a ' ~1AI - S I30WER5 , -STA.13+00 Ta A. 54+ 0 I>*s•iu R ~er~ ~a~ for 8~ir ' ~aai ` 0 23 N RD ST 0 e: } ~cnu ~ i _ ~ N
. Water Line 9msralliri-in iDAR and Ru~over} Pits } C.5.24 NEW 60 ATE PAIN m S ®Wf- 3RD. - TA 54+00 T STA. 97+40
24 Bore Pit +1 :r, = ~ « \v 9 C.5.25 NEW " WATER MAIN - S EU' _ '.D.-STA. 97+00 TO END _
J Q l{) 24 R~cuvev Pit 29 ft 5 Ott ft = 4.800 2t'
Q) Q) I
CL d ~oPcal re~infI?iturhan e = :3,147 ~5S t 'r- v ¢ 73.411 Ac
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O Q Te _o~tu 1 x30 478,',29-8326 44;0 WILSON. ALICE E PROPOSED WATER I WITH
38 pill anll jet 20x10 4861-02-3125 9 2.~SQ41 JONES, NIABEL P IFTE ESTATE \ ~ L EASEMENT NUMBER AN LOCATION
Ch p D Q. _ 1 ermaneot 4 LOx2. 4840-1)5-45718 8 _a) LAMBERT PROPERTTESLLC
Q QU a5~(3! il,4e t}0 L~E3EETPI~)1'ERTISLIt u m \
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WdHEADWALL
- -
- _ TOTAL ZONE 1 SUFFER
- ~ IMPACT ~ 436 SQ, FT. d
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w 1 TEMP CHECK DAM 7
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~ a0 - 29 Q, 30 a0 31¢00 32faa 33+aa 34~aa 35*aa + ~
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° I ' TOTAL ZONE 2 SUFFER PP ~
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~ w ~ 10 FT, WIDE LIMIT OF DlSTURSANCE „ C> ! ~ NEW 12 PVC WATER MAIN PP AI I~E~d FIRE PART ASSMI3LY
° , ~ , ~ ° ~ , S1 10 FT TOTAL WIDTH (16° OFF EOP TYP)
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- - - - - - - - - - - - - - - - - - - - - - .
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TPE~D ® ~ ® ~ .
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SEE DETAIL S PF ° . a. PP 1D FT TOTAL WIDTH ~
.to. t1 OFF EOP° TYP>~ ~ TEMP CHECK DAM PP
7 tTYP<l S T EE E AIL h.
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RECOVERY RECOVERY PIT (10x20 ~~p4 ~ ~ ~ ~ ~
S4LF OF 12°° DJ.P. MATER MAIN Wf . ~ II . ° ~ ~a,,,~-
NW E S4LF OF 24 STEEL ENCASEMENT, NEW 12'° 45~ DEND Riw Marker ~ ~ _
~ MINIMUM WALL THICKNESS 0.344" ~ NEW 12°° GV ~ S0~ `l0 ~ ' ~ w ~ -
INSTALLED DY R ~ dt 9 D Y DORE D 1~ E. 16°' RCP 4 NEW 12" 45® FEND 6~tD0 R' ' ~ ~ ~ a--~--~ QD Y~ LDD
R9 JACKING ~ ~ ~ w o 4 3 ~ USE CONDITION 2 ~ -LIMIT OF DISTUDAC ~ ~ ~
a SEE DETAIL tTYP.) 1 FT T ~ ~ ~ ~ ~ 6~ ~ ~ _ 0 OTAL WIDTH DORE PIT 65 O ~ ~'6n~ NEW 12°°x6" TEE ® {~3 ~`'-3 ~ ~ -oo~ Lop ~ ~ oD _ aW ~ ~
_ DOE PIT 20x30 NEW X12°° GV Qo, ~ _ ~ ~ ~
~ NEW 12'° 90® DEND 20x30 ~ Q 61¢ O 00 R/W Marker oo, _ -
w ~ ° NEW 2-12'° 45® FENDS o _ . ~D~ aor Loo ~,l 00 ~ Marker oQr
i'~~ ~ 62 00 - ~DD ~ ;5?~ o - a ao W Goo ~ - f ~ ~ r. - ~ ° 001 ~ Lop ~ ; ~ ~ ' ~ ~ C3
¢ Morker o _ 6 5 3 _ ~ r 0 o ~ o I O ' FUTURE EOP ~r-4 LOQ ~ LQD ~ ' O U~ ~ I r,., L6D ~ ~ i
a - _a _ . , _ Ex. Asphalt ~ Q 4 ~ ° oo~ ~ ® ~ Q Loo G„ " LaD . a~l...~~ooi ` paverner~t ~ i i O a; ~ ~ toDiN 'a` ao - ~f a,'''` ~ _
~ too = i+ ~ ~~~,Q q ~ ~ to _ oo~ ~ C~ ~ do tutu .P ~ i, 0 ~ ~ ~ ' a n _ ar~~ Future R~
I too +i Loo aoi 'l w o° r 18 NCpC~ ° ~ ~ too _ r _ ~ _ _ ~ i , a Loo ~ 8 RC aoi ~ f ~ BY
~ i to - ` - ~ ,top _______~-_LV~ ao~ - ao~ - ~ _ ova p ~ ~ovemer
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oo W _ 0
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NEW 12 PVG WATER MAIN - _ _ ~ _ ~ ` ~ ~ t _ I Ea. As halt Povemenr a V ement v~men~t TEMP CHECK D 7
Zo bepRemoved Q NCDOT v~v i°~ Ex. Asphalt Pov ~ y R , , I , ' ~ tTYP,~ SEE DETAIL
LL~~ s i o o~
Ex. Ditch''' y w=-~ m i" ~ ~ , tl< 0
~ NEW FIRE HYDRANT ASSEMQLY ~'"°`w ~ G " 45LF OF 12°° D.I.P, WATER MAIN W ~ PP t~..._~y 11 FUTURE EP
~ ~ W14LF OF 24°° STEEL ENCAS NT t__ NEW 12 V DOX E E e , it
i M NIMUM WALL THICKNESS 0.344 ~ I+, ~ ~ ~ m TPED ~ . ~ ~ t ~m oa -ro
RECOVERY PIT INSTALLED DY DRY BORE AND ~ ~ ~ zro , ~ PP ` I " ~ ~ D ~N-~~j el
~ 10x20 JACKING SEE NCDOT PROJECT ~ ~ ~ R t,a o~-~ ~ ~ REFERENCE NO. -3526 ~ ~%F o~ ~ r NEW PVC i~fATE MAIN
~ NEW 12 90 END tSEALED - S/24/0~ ~ ~ ~ d ~ ~ 'F~~cF ~ ~ SEE SHEET C,3o1
~ ! B ~ f; B
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4 Q ~ °a~ a _ u'~.
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~ ~ ~ o ~ N W 12~ PVC WATER MAI ' NEW 12" G ATE VALVE I4 ~ =
5LF OF 12 D.s.P.~ WAT MAIN ER c~
- _ 1SLF OF f2 DIP GENTE ED 1 _~~;F- pR 4 _ TEEL._..NCASR~IT@ - - - ~ ~ UNDER CUL ERT CROS iNG ~ I_~_.. IU"_~ ' L THICKNES 0>3~°° -
~ ~ ~ NSTALLED Y DRY DOR AND ~ ~ $4LF ~ OF 1 DQlaP~a WAT' R MAIN Wl
f1, ~ ~ ACKIG 4LF ~ OF 2 STEEL EN ASEET,
' I I1&BEaBBRA17A1 SAdA @ 48. BUI~W/3nG~a^. P!'7A A°B ~ ~ ~ ~ I ~ ~ i
svmmnva~tys~ n~ ~ u P-sr~~o~~,~ ~ I
4V INSTALLED 13Y DRY BORE AND
- - - - - - - - - - - - - - - - - - - - - JACKING
j
0 0
56+00 57+0n 5 +00 5f,+00 60+0f) 61+00 62+00 6300 64+00 65+00 65+00 66+00 67q,30 64^¢00 +00 70+"0

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ap NEW 12°° GV $OX fTYP.) SEE DETAIL c.~o. NEB 12°' PVC CATER MAIN
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I ~ 6' OFF EOP TYP,) 0 TAL WIDTH )ETAIL Ex. Pence
267¢00 268}QO 269+00 27000 27100 272+00 27300 274¢00 275}00 } ~ 277}00 278¢00 279¢00 ~ dot 280 ~ ~ ~ 28 _75 00 276 00 ®n® _ ~ k
a ~ _ i, t~ ~ boo
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O ~ ~ - 26,300
~`~~o _ NEW FIRE HYDRANT ASSMDLY ~ ~ 295~0G
d. ~~~Q~ _ n ~ 84 00 ~P ~ ~ °''256*00 269¢00 o ~ 285 00 26600 287 ~ f0 29000 29100 292*00 293+00 f 294 ~ ® - - ® ~
p~ ~ Ex. Ditch ~ ~ ~
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TEMP CHECK ~ {TYR°! SEE T~ NEB 3"° V C® V o m ~ a ~ 6 ~ ~ ~a~
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PROFILE VIEW A -AD
SCALE: V -50'H
lot-5� V
-143 LF OF 6" DIP WATER MAJN Wl
118 LF OF 16" STEEL ENCASEMENT,
MINIMUM WALL THICKNESS 0.34400
INSTALLED BY TRENCHING
MEW 6" GV & BOX
-NEW FIRE HYDRANT ASSEMBLY
NEW 6" GV & BOX
NEW FIRE HYDRANT ASSEMBLY---\
00
011
NEW 6" PVC WATER MAIN
(5'OFF EOP, TYP.)
RI
— LIMIT OF DISTURBANCE
10 FT TOTAL WIDTH
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35+00
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GO
00 ER \�C o
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M NEW 6" PVC WATER MAIN
(5- OFF EOP, TYP.)
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BEGIN 8" HDPE TRANSITION—
TO 6" DIP PIPE
SEE RESTRAdNT DETAJL
L'2' — V*w� - _:�' 1
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--------------
DIRECTIMAL
-DRILL- ------------
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-------- --------
-----------
----I -------------------
LIMIT OF DISTURBANCE
10 FT TOTAL WIDTH
TEMP CHECK
DAM(@
Cq _4
7+00 8+00
PROFILE VIEW A -AD
SCALE: V -50'H
lot-5� V
-143 LF OF 6" DIP WATER MAJN Wl
118 LF OF 16" STEEL ENCASEMENT,
MINIMUM WALL THICKNESS 0.34400
INSTALLED BY TRENCHING
MEW 6" GV & BOX
-NEW FIRE HYDRANT ASSEMBLY
NEW 6" GV & BOX
NEW FIRE HYDRANT ASSEMBLY---\
00
011
NEW 6" PVC WATER MAIN
(5'OFF EOP, TYP.)
RI
— LIMIT OF DISTURBANCE
10 FT TOTAL WIDTH
41+00
I)v
NEW 6" GV & BOX 1/1 LVL) OD
35+00
34-�-00
Ex. Guardroil
GO
00 ER \�C o
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WQ 1. aal.� aal'_ Dog -­­— - . ­ - I— — 11\
0
LLJ LOD —
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(50 ------ Ex, 2'X4'DI I - \ \� \ k
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— — ---- 'CA\
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R1W X%
M NEW 6" PVC WATER MAIN
(5- OFF EOP, TYP.)
q�_
BEGIN 8" HDPE TRANSITION—
TO 6" DIP PIPE
SEE RESTRAdNT DETAJL
-------
7
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280
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------------
55
---------- ---------------- ---------
55
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ARC FILTER (TYP.)
--------------
DIRECTIMAL
-DRILL- ------------
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-------- --------
-----------
----I -------------------
LIMIT OF DISTURBANCE
10 FT TOTAL WIDTH
TEMP CHECK
DAM(@
Cq _4
CDa,
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(TYP.) SEE DETAIL
END 8"
r':TO ,,
------- ------
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-----
46+00
50
48-00
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45
7+00 8+00
PROFILE VIEW A -AD
SCALE: V -50'H
lot-5� V
-143 LF OF 6" DIP WATER MAJN Wl
118 LF OF 16" STEEL ENCASEMENT,
MINIMUM WALL THICKNESS 0.34400
INSTALLED BY TRENCHING
MEW 6" GV & BOX
-NEW FIRE HYDRANT ASSEMBLY
NEW 6" GV & BOX
NEW FIRE HYDRANT ASSEMBLY---\
00
011
NEW 6" PVC WATER MAIN
(5'OFF EOP, TYP.)
RI
— LIMIT OF DISTURBANCE
10 FT TOTAL WIDTH
41+00
I)v
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35+00
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Ex. Guardroil
GO
00 ER \�C o
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0
LLJ LOD —
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(5- OFF EOP, TYP.)
q�_
BEGIN 8" HDPE TRANSITION—
TO 6" DIP PIPE
SEE RESTRAdNT DETAJL
NEW 6" GV &
C
I
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Ex. 2'X4'D1
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ARC FILTER (TYP.)
--------------
DIRECTIMAL
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-------- --------
SEE DETAIL
----I -------------------
LIMIT OF DISTURBANCE
10 FT TOTAL WIDTH
TEMP CHECK
DAM(@
Cq _4
CDa,
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(TYP.) SEE DETAIL
END 8"
r':TO ,,
HDPE TRA14SITION
DIP 01PE
44-00
45,v6o
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48-00
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END 8"
r':TO ,,
HDPE TRA14SITION
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p
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:SEE RESTRAINT
DETAIL
BOX
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PROJECT NO.:
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DATE:
JMUARY 2011
SCALE:
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PROJECT NO.:
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DATE:
JMUARY 2011
SCALE:
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~ ~ ~ ~ ~ X00 ~ ~ ~.in Woods ~ = ~ ° - ~ '
~ ~ 374 3~T~00 1 a z , r~ ~ ~ .
~-~t ° ~ ex~. roe ~ 31500 31600 P ~ _ _ -~o, ~ P ~ a P ; _ - \ P ~ GUY ~ . _ _ . ®...--°°.°'601~~ i ~ ~ p t P t ~ - ~ b a
_ µ b nom,'^^~~:. ~ Ex. Ditch r ~ ~ t v (P a _ , ` y , a
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ro~ n ~ ` Ex. Ditch 1 _ ~
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4 NEB ~9a~ ~~..m ~ ~ ~ w Aspr~att PavPmeni ~
as}- a ~ , aa~ - h ool -F---
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e°~RE 9~Yd T ASE LY 1D FT 1 ~ 6 ~ ~ ~ °n / ~ a , ~ G V '
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UNDER CULVERT CROSSING ~ ~ ~t T ~N
":~,-°,-i°° "'_-=-"tc l.~ ao~ ~SPhait Povemenf 1 ~ t i s~
~ ~ w ~ 9.04 4 ~ ~ ° t1 X04 22°F40 23-40 - - _ 2300 '~4 2500 26°00 27°~0Q ~ , . I I
~ ' - ~ o tp6" a % I ~ ~ . RfD~--`--~,~ LOp~ ° c- 883---_"~°---96=F---.... t t 6 ¢ t 4 A n m ~ .m~ ~ ga x a ° y y f9 d~ g @ 0 H A y
' ~ Q4 ~ I, QU ~ ~ ` _ - , ~ . LOq = LOO ~ 1n - : A a ~ ' ao~ - - - tq- __l -tD6 `t9~". - "~94- - 'rt.9R_. - X4[7', U-. 6-,_.. ~ - J,qa . ~.d.0a ~ n6 . ~ ~a _ ~ na .®t.90.. ~
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® ~ 1 ~ w e a ~f 'r Asphaif Pavement ~ ~ s
9Dl - L _ 0 ~ , - 961--°--991 89}- 891--p---94~ 98.1 23l -F 8 8 0
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PP ~ Ex. TOB ~ JJ' ° ~ PP 699 ~~dC 'CATER CAIN ~ 69 ~ ~0} "~`'Q01 ~ ~F/~ f ~ 6~E Nib g, ~aCa eew.
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tTYP." C~ p. _ a~~. r S ~ C ~ o e
e GV O ~9~IIT F T . 'E SEE C ~ 9 ~O FT 1 ~ ~ d ~ ~ r ~y- -,a _ - - - ~ NEB a~ ~D
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699 PVC ~~'~TER IAA ~ T~! AS \ \ Ex. Metal Headwall 7 ae.
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~ IT of CI~ T ~ ~vaads \ \ 99 . _ ~ Ex. MetalNeadwal! ` i\ 34 < 6 LF OF ~ ~ "°69
Ex. 6" Water tNain jO FT TOT'a : Ex, F'enee s ~ A ~ ~ ~ ~ 5 V ~ \ \ ~
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~ ~ t~ L 0 O 1. ae
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- - - Ex. roe C, T9 ~ ~ s 200 PP - ~ - - ~ Woods ~ ~ ,p
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Ex. 12" Gv & Box n A ° a, MEN PVC WATER . ° 7
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Foc 1500 i7~00 ~ 1R~00 19~ 21 2 ~ ~7 Woods I ' ' J 2400 2~~00 26kOQ Ex. roa~ 2700 2$00 9 2900
Fa 2 00 23 00 ~ o~r ~ ~
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SEE NCDOT PROJECT U-326 PLANS m ~ ~ " ~ Q
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~ ~ 1 ~ FT TTY 'T a . ° ~ ~ ~ ~ e e ~ e ~ Remove Dr Abandon r As Needed
as ~ ~ ~ ~ , ~ . ~ ~s as ~o as ~z o0 3~~aa ~~¢oa 3a~ao .9 ~ ~oa ti
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---3t~-'-~ '-36a 861 --96~-,~---9 ~ 8l-~a°-( 001 ' I ~ &0 , - - - -'yea- !
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a X30°x15'1 a
hsE NEW ''x6" TEE
I ' NEW 8'° PVC WATER MAIN ~ A~ ~ RECOVERY AREA ~ DRILL EA ~ Q ~ EX. SHx10W .~a:
t5' OFF EOP, TYP,1 TEMP CHECK D tTYP.l NEW ~ cv ~ BOA ~ ~ ROX CULVERT SfLT FENCE A NEEDED SfLT FENCE ~
SEE DETAIL 7 .so. AS NEEDED ~ ~ ~ ~ 5 LF OF RJ DIP
ao, ~ p ~ c~ a
~ a q ~ ~ ~ LIMIT OF DISTURBANCE ~x. Pve water Itne 54l Qter ltl?E °a ~ I ~n SELF OF ~ RJ DIP ` , ~ See GV DOK ~'s 7 don
~ d ~ ~ ~ ~ ° ~ ° ~n 10 FT TOTAL WIDTH f~emove Or Abandon ~ , ~ ~ ~ ~ ~ As deeded ~ 54 ~ .
~S woods ~~+oo ~ 43+00 ~ 44+a0 ~ ~ 45+00 46+00 47+00 ,a-s+ 0 40}0 ~o+oo ~ 5100 ~ ---v' Dads 52+t}0 ~ ~ , sn woods f f"" Lao "
~ ~ wru ' PP ~ aa~ PP 0 ~ - ~ I 7Ped PP- ~ N ~t Cone W4^g wall ~ ! ~ - . " ~ ~ ~ ~ I, T'~`C y, l 1
- . _ ~ - - - i ~ ~
66 L8fl = ~ Lqo LT76'- ---L6D " `I.Od~ Q 'LaU"-' ~ L~BQ- _ - i n[, , _ _ - ~ L09 C@D - Lo~Q"' - - 10R Laa - ~ -tt~8 t6~ - L ~ - -7..85' ----,.06 - _ ----c` ~ , w _ ~ cn j
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i y SEE PROFILE RELOW FOR ti c'~ HORfZONTAL DIRECTIONAL ~ ~ y r~ ~
fn. DRILL ,t ~o° ~ ~ ~ ~
NEW PVC WATER MAIN ,
(SEE SHEET 0,3,251 CONTRACTOR TO CONFIRM 1;
T T I OCA ION OF EX. WA ER L NE ~ ~ ~ ~ ~ ~ u ~ \ ` ~ ~
~y PRIOR TO CONSTRUCTION r
i ~ ~ / ~ _
II /o°f r~ ~i j
~i f ; / J , , ~ a
BE RGi 10" HDPE TR SITIO ` ' °
1 TC TO S" fP PIPE END 10" HDPE TRANSITION t~ 11 10LF OF 1~l°' H:`P~E RY
I SEE RESTRAINT DETP~L c.t ~ Y.,,~ TO DIP PIPE f-fOR-~~ , Df<,.. ~ ~ ~ , ..DRILL EE RESTRAINT DETAfL
C,~.1,
NEW jl SEW S' GV ~ ROX
P L
~ ~'SX , . - r-C~, grade ~ ea • ,
1l p'c ~9b4nd ail , I' ~d • EW GV ~ ROB . , • , _ a_ , n...
l • ~ ~ -
~ B ~1,,. , I ~ i ~
~
A ~ I _ , r ~ - ~ - > ~ I
LIMIT OF DISTURBANCE \,J r, a ~ ~
' 10 FT TOTAL MOTH I
~4 ~ I NE f3 VC { ~ / ~ j
NEW FIRE HYDRANT C) ~ - ASSEMBLY ~'`a - - - WATER A1N aft 1o`w_ a~ ~ ~ - _ - ~ - ~
-NEW PVC WATER MAIN ! as ! Inv. ev. X16.86 d ,i < A, ~ a~ r ~ NEW PVC ,
Abondoned NEW 8 GV ~s BOX ~ ~ C1 Rx. 4 water line ~'7 sfore (5 OFF EOPa TYP,} Remove Or A nd"cn ~ ~ ~ _.~u= ~WATE MAIN ~ ° ~
~ O ~ As Needed ``t1 + ~ ~ .q ~C1 ~4 ~4 tC~ 0. r ~ ~ ~ -
LoQ ~..s,...., Rd'~~/ ~~~*00 ° = (?+00 ~ ~ 61+00 • ; fit+00 ~ ~ 63+00 64+00 ~ ~a ~ 65 ~ ~ ~ g- / ~ ~y ~ i -
I --00.7 Loo PP n ~ ~ ~ ~ C? ~ Q ~ ~ ~ ~ ~ " t.oQ .v. Ped ~ ~ o ` PP o wh4 ~ \ PP ir) ~ PP Loo ~,_w ~ ~v ~ Y N ~ PP ~ ~ ~ } • ~ S r.,. ~ 5 LF OF drf ~ , ~ f, ~ ~
- y~ _ - - ~ Lso-__ __t "~_~r~olL - rn~r-,_-- gyn. .La© -~:w-+~- ~°a RJ DID ~ ~ 6.d9 ~ ~ ~,1 ;
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i 1.' 1 4 • $ J DIP ~ ~ ~ ~ ~
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.
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NEW " PVC WATER MAIN
i I f:SEE SHEET C,.2) -
NEW f3"xS°° TEE '
`V RECOVERY P(T 35LF OFI3" C~~' '°'AT2R MAIN
' 1 ` j, NEW 6°' PVC WATER MAIN 10'x20' ~ ~ R..F O~ S~ :L ENCASEMNTe ~ ' I I ~.,_L T[ Sa 0.250"
~ NEW 6'° DIP WATER MAIN tSE SHEET 0,4,21 TEMP. CONST. EASEMENT ?NSTALLE aY DRY T:; ;AND JACKING
~ (S E S '"T C 4431 15°x100' ~ ~ ' •
R~, C p ~ / r C P o C CS" I I O . ' p~~ ~ ~ ;JRE PIT . 0
I`;j i' ~ Peel ~bq 27LF OF 8 DIP WATER MAIN W/ 27LF ~ r RR ~ 1'm; ~ ?aa„~,a q OPEN CUT 28LF p fix. r~, I ~ ;q,.~ o cr°~a~Or ~ • l l ~ ' ^ TEMP. EASEMENT i
(,j e 4F 18 STEEL ENCASEMENT~INIMUM ° MAIN ST w Ex. 2 W~ WALL THICKNESS 0,344" INSTALLLED ~ ~ 25'x40°
~ NEW 8"x6" TEE RR -~.1. ~ T H TIM fNADV BBl ~ ~ BY RE C ING, SEE PROFILE VIEW o / I~ITRILE G ~T n ' / rrse P!~
Ex. pvC water 11ne ~ ~ ~ A-A' SHEET 0,4.21 ° 'NC6S SPEEDU ~ ~ Remove Or Abandon ~ R Go7 ~ ~as~ `TA 7500 ~ ~ ~ s ~ ® ~ ~ NEW 0~ REND p,~
~ ; ELEV. 60,93 ~ As Needed R ~ ~w IY feed ° ~ l ~
~ t~,:x a LL I R ~'~m. r a R o °°a~ 7
c t ~ yid ap ~ rr NEW 8x6 TEE o° v NEW S'° GV ROK ~ ~ ~ a~i~,~'a.._' NEW S" GV DOX ! ~
, ; , r NEW 30`1 LF OI ~ G~~ aa7 ` WATER W! V 300 LF OF RJDfP tare ~ s ~ s ~ Q r FER MAIN WINITRILE GASKET ~ ; ~ ~ , ~
~ _ PPS ~,z. Abandoned PR Hldg. °4 IP A M k ~ Guy NE 6 D W TER AIN uG~ z-.; OPEN CUT 3LF ~ ~ ~ °
~ ' , ~R c~V a cfi ~ (SEE SHEET 0.4,27 ao7 ~ END NEB DIP i ~ , . ' ! ~ NEW 45~ REND`` I' ~
' ~ ~ W p ~ 0 NEW 8 V BOX STA. 75+00 Fuel s A . ~
E ~ ~s ~ BOX o RC NW V rP i. 07\ f,%.; CR ~ Pu~'~ ~ TPed ~ HSE ~o ~
(,J c oe ~'s~F °G7 NEW 8' 11.25° BEND o ~ NEW $ PVC WATER MAIN `~'°nd LIMIT OF DI T RR ~ eL,y ~ ° o OPEN CUT 174. F ~X. 4" wt ~ o °d ~ NEW PVC WATER h~A( p<< ~ ~ i ND ~ ~ ~ ~ ~ oo A (5 OFF EOP, TYP>) ~
S URBANCE r q, . _ _ Q~ ~ ~5' OFF EOPy TYP.1 d„~~, R/~- o ! r lv 10 FT TOTAL WIDTH a o ~ ~ ~ CPS Ex. Berm C~ ~ ~ ~i~~;,"°a ,
~ ' ~ ~ ~ BEGIN NEW 8 DIP ~ s
A a ~ 7a+00 STA 71+32 71+00 ~ +00 ~ c0 00 66 04 l;l _ +00 75+00 ~~c~ ~.'°'7 rJO~aJ~~ ~ ~f.._._ . $1~~ S2 ~ y.° p J r• 4
P \ PP PP as ,i As'PhoffP ~e~ I GY p . / ~ ~ oven _ ~ ~ ~ _ - - _ _ _ 1 ~j r'' ar ~ Lao nt `"*m, i~ e` PP n~ 5P Guy ~ , ' _ ~
_ _ - _ - ~ o - _ - _ _ _ _ - , - .,.-~t-at>_ . i ~L a t ~ _ RRh ~~~i~ r ~ op ,1 - na ,0.._._ ~ -~teo L~Q ~ - ' ~ n~~ ao~ ~ ao~ aa~ ~ aa~ ~ i, i ~ AYR ~ I T.~ y
4 - 2 ~ ' as , _ _ ~ _"may'-= ~ _ ~ _ ~ ~ ~ - _ _ _ _ y~ s, C>` 7 aa~ - NEW FIRE HYDRANT ~„fV.f _ ~ -toy-----~--- te{ - ----°-~ur~ A~,° '
~ ao~ ~ k- , e~ o f ~ ~ r~ Rh ~ ' i ~ i i i ~ ~ Ex. 4` WL a~~ ASSEMBLY ~
L~ ~I I I O Asphalt Pavement ~ , ~ I[ m [i ~ ~ NEW 5°" 11.25 REND ~ p~';C-CT Nt~,: _ _-m~!~'
~ I [ ~ NEW ~ GV ~ BOX R { 1 ~ I! L W 'o ~ °r {2)NEW 22.5 REND .,m . ~ f3~ NEWS 22.5 REND ~
~ ~ L1 cJ v - - ' _ _ Guy ~ - ~ T d Bo a ~ ® BEGIN NEW S°' RJIP ~ ® _ ~ F- e i. .f ; .
- ~ . - - ~ _ - - _ ~ e NEW 8 45 BEND ~ A. _ e, PP . RfW I SCALD:
~ R1 PP ~ a ~ ~ a NEW... FIRE HYDRANT < P cu a ~ ~ a ~ ~ NEW 8" 22.5® BEND ~ ~ ~ ; , ASSEMBLY , ' ' "uv r R~ s, ~ W~ ITRILE GASKET ~ ' ~
~ c ~ ~ ~ ~ NE 8 GV BOX ~ STA 7500 i,~ HO,1®=
~ ~ , ~ ~ NEW 8 V a~ BOX t NE ~ 7a+~~ ~ ~ ~ ~ , EX,18" RCP NEW 11>25~ DEND ~R ° ~ ~ 1~ ~ I
V1 i a,., ~ ~ OPEN CUT CHURCH ST a~ .USE CONDITION 2 < R ~ ~ - . i
~ ~ ' ~ 18 LF OF 8 DIP CENTERED INSTALL 47LF OF 8" ~ 1' ~ ~ ~ car 1
a„ ~ UND CULVERT CROSSING SEE DETAIL (TYP,1 DIP WATER MAIN t b RR ~ ~ / _;i _~1
~ ~i~ q~ ~ ~ rar sou rs~i ne~t~~ocn 1 ~ ~ ? L r ~1 ~
std i.Y tof u seer t c av 1 cr%F-U NSE LCENTERLINE OF CSX RI
a MATER MAIN CROSSING (TYP,) . , e' UNDER CULVERT CROSSING / 'J~ EX.1 RCP 12 MIN. VERTICAL COVER
N ` p USE CONDITION 2 NEW 12B1 PVC WATER MAIN I JLROAD TRACKS HAVE i~ RR
SEE a DETAIL (TYP,) C.o. (SEE SHEET C.3.7) i "E ,I REMOVED CA
Cl CJ \ ' a , I

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- q $ I ~ ~ o©ds , $6 00 7~ ° ~ $$+p0 $900 90~QQ L ~ 91 00 i~00 2~a0 ~3~Oa r 94~aa ~ ~ 5~aa J a~aa ~ ~ ~x. Fence ~'AP m -
- t ~ , . ~ ` Ex. Ditch o ~ PP ~ ~ g m e . ~ ~ ~ A o ~ ~ - xu~x--mx i~P~ ~x xx x x ~ ~ NCI TPed ~~~x.~~.-x-^"`°~~ _ p il~ _ _ _
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~ ~ ~ ~ ~ ' % 97 OCD 9$ Ofl ~ ~ 99 00 ~ ~aa~a ~ 1o~~ao L ~ ~a~~aa ~a~aa ~ - ~ ~¢aa ' ~ ~c.
' ~ ' ~ , 9 _ ~ Ex. F ~ ~ fv e ~PP . ~ - - - ~ app ~~ce S r S ~ ~ 'Q,PP ~ ` PP ~ ~ ~ v Ex. Fence ' ~ ~ ~ ' f _ '
as V I ! ~ 6 ~ I . , ~ - ~ - ~ . - ~ ° IP , ® _ _ ~ «m ~ _ ~ _ , _ _ . m _~,b,m ®r~.. j. ' ' ~ X391 _.t74.1Y T - ,7~ ~ . ~ i} - 001
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12500 _ ~ 12600 9 ~ Ex. 708 127 00 12$ C ~ 129 00 ~+00 13000 131*00 132~00,'O. 133~~J00~•. • ~ 134$ ~ 135+{
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~ 135+00 13604 13700 ~ 1300 139$00 140$00 14100 1~ ~ 144~~
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Asphalt Pavement ~ oa 4~ s ~ , ;h
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F®~ - ~ , , s - o ~ ~ r T `a - o = ~a ~ E E AIL
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Asphalt Pavemenf
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QQ,~~ ~ ~ : I I ~ OPEN CUT MA4N ST. AND v! ~I I a u. a a f~' ' I I NEW GV CX BGX yg AIN ST. AND NEW FIRE HYDRANT ASSEMBLY
~ Ex. 2" PVC Water (ine HSE / Ex. 4" PVC wafer tine I I { INSTALL LF OF 6 DIF ~ Remove or Abandon 1 ~ ~ I a NEW FIRE HYDRANT ASSEMBLY W T PJN I; J
~s ~ I A ER M ~ As Nee ed ~ , ~,I I P/L Ptti NEtli ~V t~ rye`` I 1 i ~I
u t it ~e NSE ~ o TRL NEW 6 GV ~ BOX ~ I 1$LF OF B DIP CENTERED EX, 15 RCP Nsf ~V~: I r 9 ,1 EX. 15°' RC I I
I 3 NEW 6'" P C W TER M N M I; PAST END OF CULVERT USE CONDITION 2 ~ I NEW FIRE HYDRANT ASSE BLY ~ , P/~ G..1 3 ~ I , G..~ ~ ~ ~ NEW FIRE HYDRANT ASSEMBLY USE CONDI ION 2 c ~ I, I i
E5' OFF EO Y Rx. roa ~ ~ SEE DETAIL ~TYP.} °I I~ NE 6°° V BOX SEE DETAIL ITY.) i:!
~ EX. 1$" RGP a o ~ Ex. ~r'fch ~ I ;1 } 4 l, 5~Q0 6-~0~0 ~ 7-30 g G I I
USE CONDITION 2 y ~ 1 +00 0 3a-0a r it^,, ca ~s ~ L4 I I L ~ I ';~r;J~ 6X6 E ~0. 0~ ~ P ~ ~ APP PF ~ T. - a { ~ I 1
'I tts~ Ex. Fence o~ ~ SEE DSTAIL ITY I I r 4+QO ~ I i ,„.~Fietd ~ i~ ~N I - ~O ~ °o fLUUY Loo La Loo ~ r
I~ oo Loo 1 ~DQ ~ ~ ~00 - ~ ~ I , I t~v~ LoD Loo Lon L lOD ' 6R _ ~ nn1 . ~ _~9 901 Cam, ~ ~ ~~0~0 Del (309 00 DOl s ~ ~ y"~* ~ , nn9 - tea. - yL._
~ a q- a I I PP fo was ro ~ I: I ao, ao, ~ tai ~ ~L~ Ur, ~ -
ti I ~ ~ ,.:a'.~~ ~ Asphalt Pavement l - , , p ~ ~ 9I ! I
- ~p.,.-.~'° ~1~ r~
~ ~ ~ _ . kn.. ~ -ra~~~ e ~ t W = W ~ _ , ni .A i' m ~ ~ Asphalt Pavernenf ~ ~ I w ~ _ ~ x x -----J _ ~ 'I I 6Y,
J ~ r k ti ~ ~ PP P I
~ r r `S i~~~ ~ I 0 NEW 6'° GV ~ BOX ' ° - ~ r ` ~ - Fs r' / r~ , ~ EX, r~e-1 v -i ~
~I~ ~ NE GV BO HSE PP PV a- 4 ~ Ex ~ C Water Line 3 BO Ex. Ditch CKED ~Ye E,v. 4"' P~/C I~afer Line ~ :I I
~ ~ cP Shrub~flw ~ HSE ~ ~ ~ Rl~ Rl I ~ ~ I o, ~ _ 1 F F 6 IP NT R 6L O D CE ED E I { I I dECT NO.:
~ ' I I g WATER MAIN CROSSING LI !T OF DISTURBANCE I ~rsE I ~ I UNDER CULVERT CROSSING TEMP C ECK DAM 7
~ I J 10 FT TOTAL WIDTH ~ ~ d PsE NEW 6"' CROSS - ' 12 fN. VERTICAL COVER 6"' C~ SS I I ~TYP,) S E DETAIL .~a. I ~
0 NSE ~ „ ® ~ ~ I 'd sa ~ ~ NEW 2-6 2,5 B NDS ~~f NEW 6 PVG WATER MAIN ~ ~ ~ I E . ~ WATER MA9 CRO. to ~ LF OF SILT FENCE ~ PSG - ~ ~'E° R MAI CROSSING 1: I:
s I h~ ~ ~ r f5 OFF SOP, TYP,} LIMIT OF DISTU RANGE m SEE DETAIL Aa I I~ ~ , NEW 6 PVC WATER MAIN-°-•,,~^~ ~ I, I•I I IN. VE TICAL CLR, I
~ REMOVE RE LACE Q 7 ~ 12 MIN. VE TIGAL ~ ~ ~ HsE ! I V~ i 1O FT TOTAL IDTH ~ ° ® 10LF OF EX. ENCE ~ ~ ~ ( I I SEE SHEET C.4.~ ~ SC
~ P/L P/L ~ I Plt I ~ I Ex, 4" PVC Dater line ~ I
4., g as o t U ~ I ~ NEW 2° 4 BANDS I tD i to "^m~, PlL W/L 1 I I , ~a ~ l/d ~ I: I , I
e.' ~,b ( NSE ' I ~ ;i OPEN CUT MAIN ST. AND i N W " PVC W E M ~ o a" ~ _----Rx. z Pvc waters tine S E SHEET C,4,1 i~C W E MAIN i~~ I ~ _ ~
o INSTALL 30 LF OF 6 DIP ~ ~ ~ i ~ ~ II C>4,~ ~ ~ 1 r I p
~ I WATER MAIN ( e~ E ~ _
NEW 6 PVC WATER MAIN ~ ~ ~ ~----NEW fi PVC WATER MAIN I ~ ..i- 'I ~o a ~ ~ . I ~
CL U Ex. 4" PVC Water Line SEE SHEET C.4.1 - ' I a SEE THIS SHEET d
P/L PJL P/L P/L pp P/L I PJL o 9 P/ P/t Ip l P/l P/l
` cy a a i ` NEB 6°° PVC CATER MAIN e a P'L N' FHSE~
SEE SHEET CAI 1 i Jt7
,I

y~ II ~i'
, J
n °7 PlL P/L PFL I ~ 1 ~ d
N NEW 6 PUG WATER MAIN { I P/L P/L , i N , SEE SHEET C.~•.1 ~ NSE _ I I.i
NEW PUC WATER MAl o ~ NEW PVC W TER MAIN i i a ~ ~ ( l~
SEE SHEET G.~. ~ H T I SESE G, E E 0 0 } i a I P!L PfL { 1, .{1 Pll - d ~ I
i Ex. 4 PVC Water line ~ ~ ' I ~ I ~
-~I a ~ I•I "PVC Water line ~ , x. E 2 ~ Ex. 4" PVC -Water ine t I a ~ I i~i m
~ i P!L P!L ~ ~ ~ ' I Q d E° I ~
C} o I: 1SLF OF 6 DIP GENTERED IIT OF DISTURB E °+i i I ~
P T G FT TOTAL WIDTH I J AS END OF GULUERT i F~. J t . I I ~ ~ J ~~9
~ 4 i . ~ j:~ ~
..NEW " GU BOX REMOVE EX. ysE i .I r~i'~ i I~
I FIRE WYDR T i~ I I ~ INLET PROTECTIO (TYP.9 Q ~ ~ /L P/L I ~I
~ i ~ ~ II 0 ~ ~ I °a z I 1 ~
N W PUG ATE MAIN a E 6 ~ J i I a° NW V~ X ~ E 6 G BO i.
15 OFF EOP T Paa $+O k i 'T"4J U { { 6-Kl® AI A a ~ w~ 5+00 i s ~ i -+-DO 00 3 I i ~ ° Ex. Fence ~'I t I ,g
2-F00 I I ~ 1 0 J I I ~ a DAR! '^.I. -i...',_'~ ~ " ~ ~ a ®x Si { i gg l1
~ _ ~ ~ ~ i! '""~m"_""' D( - E,r, 15" CPP ~ ~ ..nL Fx. 1~` PPS,. Ex l5° CPP __CPP p, .r!° LoD - -Ee~t,, - _ ~fi I' ~ ~ ~
Ex. 15 CPP EP _ ~_m_ _ .:~T'~_~r= x~x-~-- '~n W - _ ~ ~ poi"" ~ a . i "~y~ _ ~ L '~~:'i,.;",~ ¢~l 5~;9 OOl 409 C16'! '~'C1Ql~ ~ { T
x ~ . i - ~ . . ~ - :ee `_ln r ~ i As ho(t Pouemen , a i I~~~
°s --Loa "e P f ii I i~ t ti ~ f 1f
U ~ a ii ~ ~o,~ { I o REMOVE REPLACE FENCE I.I
Ex.ence ~ xr-~-x- AS NECESSARY x ~ i l:~ ~
i ~ ~ ~ ~ ~ ~ ~ Pll P!~
ffl Yl ~ i ~ I - ( R/6~' ( I''s ~ ~II ~ a ~
~ ~ I WATER MAN GROSSING NEW FIRE HYDR T ASSEMBLY ~ { i a { ~ oo ss ~ I 12 MIN.. VERTICAL GLR. ~ NEW 6 GV ~ BOX i ; .I I,I ~
~ • Ex. 2" PVC Wafer line { d a I , M- _
l " N ~ 1$LF OF 6°' DIP GENTERED Remove or- Abandon I I,_ EX.1 "RCP ~ I { 5 h ca ' ~ "a 7^ ~ .F
I f~ - Ns~ UNDER GUL ERT GROSSING As Needed la OPEN GUT MAIN ST. D ~ , { I ~ ~ USE CONDITION 2 C. ~ 1 11 I INSTALL 27LF OF DIP TAI T P.1 I I ~ ~ I ~ ,~...3
SEE DE L { Y I I I ~ EX, 1 RCP ~ 3 i WATER MAIN ~ {.i ~ ~ ~ I ~ ~
I i USE CONDITION 2 C.~,1 t ~ ~ I . ~ ~ i ,x SEE DETAIL {TYP.) NEW 6°° DIP CROSS ~ i I 3
I~
f NEW PUG WATER MAIN { _ 18 ~ i ,®l,J,„.m~
I ~ i ---NEW 6 PUG WATER MAIN SEE SHEET C.4.1 ~oh ~ ~ i
c~ . I ~ ~ SEE SHEET C..2 i 0 ~ €
I a "i 6 .
i ® ~
CONTRACTOR TO CONFIRM
~ LOCATION OF EX. WATER LINE
END S" DIP WATER MAIN T PRIOR TO CONSTRUC ION BEGINS DIP Wf NITRILE GASKET
SEE SHEET C..3
' I ~ 1 a r t fo e° a a o < P!L
o ''~~i ~ P,L ~ NEW 6 PUC WATER MAINS ~ ~
P/L a SHEET G.4.1 I i a a ~ SEE ~ ~ P/L P/L o t~
1 Pn 7 ~ ~
LIMIT OF DISTURBANCE 4
~ 10 FT TOTAL WIDTH / ' ; - l
NEW 6 GU BOX 6 i
NSE k. ~ Conc. I L06 i
~ EX. 15" GP ~o ~ I
~ ~°~l Ns,r ~ ~ eznc ezoG USE CONDITION 2 A'--~_ a I 6 s ~ ~ I, ~ ° ~
SEE DETAIL tTYP,3 CSC CSC' RIW 10Q° ~
S Ex. PVC Wafer Lure ~ s ~ ~ ~ ~ ~rt~, ti J .C ~ ~ - ~ ~OftC. a ~k ~ Vv ~ ~ ~ ~ ~ ~
J a e PP /rf PP fi ~ ~ ~ ~ LQ6 G F'P GUY
TP ~ PED WV ~ # w oo "t1 ~
w Loo tP NEWS PUC WATER MAIN 'E CAIN ~ ~ ~ I ~ ~
• d ~ i{ ~ Asphalt Pavement ~ aon""y~ .s _ _ Lo4 ~ SEE SHEET C..3 _ _ - • ; ~ + Jam,-- Q° ~,B
Q
r, ` OOl i}Ol 0 l - 067 l 009 ~ OOl ~ ~ ~ ~i,_y_ -i~ 1 K) ~ RR C/L RR C/L RR C/L RR C/L r I _ ~ Ex. COrlC. NDWI R Ga i~~ ~ RR G/L ftR Gl4 ~ (i
~ RR C1L ~ RR C/L C/ RR C RR C/L R RR L ii
RR I RR Cfl RR C1L RR C/L ~ ~ oa ~ ° Q. it TREE TO BE NT IN F CSX fW RAJLROAD. J
CE ERL E O r I ~ o M V V~ RE O Efl
NEW 6 DIP WATER MAIN ~j' R~ TRACKS HAVE BEEN REMOVED ~ It 6 ~ ~,.~.1` i 7
F P P. TEMP CHECK DAM OF EO ~ TY l ~ ~ NEW ~ DIP WATER MAIN T 1 TAI . (YP. 5EE DE L L~: I
H T _ _ SEE S EE C..3 3 D , a ~ „ pp ~ t m e i ~ ~ ~ ,
NEW 6 GV ~ 13OX ,-~'/F CX Rf~Y 1~ ® ! ~ t
/ ~ `~J- 0 ~ ~ m
W i R
n, L~ I x
NEW B°` PUG WATER MAIN n,-,'
SEE SHEET C<3.3 NEW 12 DIP WATER MAIN
SEE SHEET C,3.7
a. cn
i III
I
~ I~
t~ ' I L.

'I C> I
it
~ '.I e.l ^,f ~~11 .
~
~ 65 l
W - - - - - - - - - - - - - - - ~ - - - - - - - - ~ ~ ~ ~ • ~ Ex. Gra'o'e
~ ~ ~

C NNE TO NEW B0 WA R~ ~ ~ ~ ~ ~ ~ ~ 60
'LE'ON CU H' . C~ .WITH NEW ' T~ ~ - - - ~ - - - - r I
~~w .w. wt ~ . ~1G~'~~~ 7
r _ _ _ _ a,, ~ ~ ~ ~ . ~ ~ a A~
~ _ E X E~ R NEW E fe _
~ EW; TEE WAT ~I a 55 ~
Q, ~ as ~ fix. t ' f~CP ~ o ;NE V . BOX ~ ~lnv. x.62 s N W 5 OV BOX C GK ~~P
ii r t~ ~ a
~D I ;cV `°~Y
i . - ~-r- - - - - ~ - - - - - - - ~ 4 . a
i ~ ~a~" ~ i , . ~y ~a T:
- } P R B'.
I
~ ~ . ~ ~~gpgp~~q~~q dp
~ ~ 0~OO 1+00 +O §OD 4~0 #00 +00 ~ ~ ~ tl Yki6 4e 9 ®V 1~~
° a~ ~ NEW " TEE ~ ~ ~ i NEW Dll r
WATER L~` , NEW V OX
~
a W~ ,,f R a o~
< ~t., US it DAB@ ~9P31n~i f*9°
v PRC.:,,E VIEW f
SCALE, i'°-501 H V

~ I
Ex. Mater Lr'ne
A Ex. Frre Hydrant
~ a ~ ~ ~ a ~ t ~ 0 6~e GATE V :~VE _
1~7

~ ~o °a ~ TPED s
~ ~4fln LIMIT O~ I > ~ ~ ~L NC ~ C' .C.: ~
4~... 2*00 300 10 FT , ' _ - - _ ~*ao ~*oa ~ tT°~~ n~ a' I ~ kyfSP
~ 1 ~ _ PP Ex. Difeh 700 ~*00 9~4Q ~~~C~ `;..C~ 12~C0 INoads 1~~CQ ~ ~
- 0., 6 _ 99'1 _ 4L11- _ - - an _ qo ~-rr- 7PED ~ tr , _ _ aal_ q ~ Ex. T08 1 - - - _ of . - 001 q01~~ ~ °
1 2 - t L , ' L00 - - - q01 qOl Yl_ , . - - - - . - - gIll- 841-.~. --rr~.
X16 - LqD ~ ~ ~ - _ - - 31-~---~-- 991- r-~ 891-= = 94L. _ tl4l-. - v. - - ~l_ il ! 00 ® ~ 6 ~ - r nn oral- _947_ _ _ _ _ se.-- _ - _ se7 ee,~-e---~ se,~-~®--~ ee 7 ~ se-r-- ae~ - - - ear- - - ~cn- - ~ . ~ fi a
p 696]- inn inn . _ - ~ - Fyn ~ ~ n ~ - ~ a
I 6 ~ ~ 9 ~ ° ~ ~ 9 ~ ~ i „ ~

~ ~ J ~
3°~ PVC 1~ATE~~ B
~ ~ sP~ TYP°? ~a
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a us
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a ~ ~ ~ m.~e„ flg PAC A~E~ . a a
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t ITL. , ~ ~ ~ . Aa F1RE T - - i 0 ~ ~ $ ° o~
f° ~T L~.,~~N ~ ~ FT. \ . i ~ ~ ~ ~ ~ e i n
e 1 ~ ~ f ~ ~ ~ ~ a ~ f ~ ~ ~ f . " - C~ w .Woods td3 I
TOT ®E ~~UFFE ~ ~ ~ 00~~ 220 ~~~C ~~CC ~~~CC Ex. 8iteh ~~CC ~ ?_6~00~,~... l~aods ' ,
IMPACT ~ 565 S° FTa \ ~ $pQ ~ 4 _ ~ _ _ et'' Ex. T08 _ FP,~ ~
1Q FT° 10E e t, I - rPEDr~ :.--.d41 961. 601.-~ ~..=:947 9Q1.~
na, 1"PEd p ooi " _-~aoi~ - - a47 ~o.~ ~ do ~~~r'~vao .i~~'-v a ~ `~v~.i-r~~'-iirv- ti,i~'`~~`~s.r~--~~.i~~_t,a`~.r--~ a ' i 90.i J _t.~C~ : r"1 ~ 007
I T P T T N ,~p~ aem a 4E STING S R A 1 ~ ~oo'~ ° ~e use---~~ -=-J-a~- j- ~ - ~ ~ f FACILIT~~ ~ .4 ~ r~~
~~n ~ 1 tL~ ~ ~ yr ~ 9 q ~ d a~ ~ I m ~ tl 9~ sec U el ' $Wiv y ~ d tl ro@ Y d a s w
Op ~ ~ r~ie ~~a~®~ SUFFER ~ ~ ~-u, k a LIMIT OF Qlb T o . °;T ' ~ ° FT ~ ` ~ ~ ~ ~
1 FT TaTAL 10T~ 1 _ ~ ` ~ ~ > ~ ® ~
~ ~Psa, ~ m
IN TAN P TATI N ~ ~ °
W~nas trs ~ O # ~
~9 00 *00 °
~ Ex. Ditan ~x. rots---,
i
C _ ~ ~ k ~ 1 as
~ ~ c \ ° °r ~ ~ ~ , USE C( `.ION
. p ° 1 ~ EE e . AIL ~T @ Pe~
l \ ~ ` .
NEB 6 PVC CATER MAIN ~
t5° OFF O~ TYP,~ ' a ~ ~
@6 d LF of 6 1P E ...a , ~
ULVE3 ~ ~ > ~ \
~ ~ s, ~ ti
"ta ~ e` a ~ e

a
° ° a
~ a
~?*ao ~ 3100 ~ 3* ~ 00 NSE 4
' ~~*00 NSE
CD}0® l,ra - 3 _~=~6r--- .q~___` :ao7.~`-. 7PED~ ~ ~ Ex. Ditch ~~*GG NSE
~ ~ ~ --air - = _ 36*Oo
~T' 'P,} SEL 'T.° . - o ~ _ L qq,_ ~~C Q~
~u it ® A - - QOl - ~ 3*CQ ~ ~~~C~ ~0.
~ ~ a`ol~~_~ ~ ~ no ' ~ ~ ~ --.-----Eee-__._. ol~---_

~(q'~ 0 LF OF SILT pq, , ~ m ~f-,_ GUY ~ OA cam ~~i!
~ FENCE, SEL NEB 6°° PVC Tmm I ~ ~ ~ ~ m ~ ~ ~ m ~ ~ -r~l ~ GUY ~
~ ~ 0 ~ o~ ~ a ~ ~0 ~ t OFF EOe T~'P°~ !qd ~ 106 \ ra `"_"---~1°-- .~"`._.-..qp ' + ~ ~ Q --~""`{-9 ~ 7--- - y,, f i
fl. ~ ~ ~s'~ l'
° ~
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1 SILT FENS °ati YET EEC t~~4~ ~ ~ ~ eo
„ SEE OETA SEE ~AI~ ~
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~ E` . 3°~ RCP a
t s ~ ~ ` _ . _ e
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c m
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iry LL a a ® ,p f ~
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i ~ b~~ ~~T~ ~ ~ .a - ~ g°
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,T F~ ~ Ig P,1 4 ~ < .as ~ ~ NEB 11.25 RENDS ~ T~
~ LIB" 9S1m ~E `-'s - ~ a°' q ~
~ 1O r'T ie7 AL ~~TH ~ fig'.. J tC~ a -o~ - ~
47 ~Q ~s as r ~ ~ ~ ~ PP,~ Ex. TOB~ 1.~ N~ P Pf !L ,
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!P r LOD EBB ~@8 E@B -6~-- Ego --6 V2t7~211t j' s+ ~ ~ Asphalt Pa
W 0i ~ ~n ~ ~ a g ~ ~ Ca>~ 9 ~dF ~ ~ p ~ ~9' ~ Asphalt Aavement
a a ~ 6J o~
pp ~m n 4 d ~

P r.
k - gg I °g PAC CATER ~ I ~ ~ ~ Ex. Fence x. Fence s ~~P.~
E RCS g ! ~ ~ NC:~ , ~ ~ OFF ESP, TYP.I y
,rt ~ m~ pETAI~ ~ g°YP.) ~
~ ~ y1
4~ & ~ ~%9g688~ 9~ ~t°f ~k°4 - OF _ 4sE- - i a ~s®I
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a ~ ~

~ A t' A ~ As ch
1 m
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HsE a J a a
rR~ j ~ ~ J t
EO~ED ~EP~AE ~a k
HSE s CULVERT ~ _E~ED ° HSE HSE ~ n Q i~ ~ OR g~ ' ,
QUULU s ,c u~ Utk
. ~ ~ ~ a ~~aa~n~ ti 59~Oa o: L
~a ao a ~ ' a . ~ as ~~~f/ kz ~ d f ~ ~ A ~ ild M 66E
gf1 ~ PP ~ Ef} _ 'I BB a d ail . as _ em ~
~ ~ PP N B~d~ 4 -@„~-~ Cin'r _ QUT`--------..._ - ~ ~^u7 ° „ ~ ~ GUYS ~ +an~____--°"'~``~' ~g - ~ Qa~-~--s-~ - ~ C7r.} a
----903-^--.'~ ---9 a 1 B 7 i ~ a PP ~ =----ao-~-^.`,`"'."~ - _ rB --=g-----~ ~ ~ 0 GUY y~+p
(In ~ mron
avemenf 7 0 Asphalt P ~ . zt~s-~ ~ ~°~~aQ~ Ex, ditch ~ ~ B
a . - " -
~ a -
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SEE _ .T . tTYP.~ NEB FIRE HYDRANT a ESLY ~ ~ a
i
~ _
HSE J
a
a
( ' ~ ~ , .
A ~ I ~ ~®..m.
a
Q , ,p - LI T OF DI~ ° _
1D ~T TOTAL ' 3°~ H NEB FIRE HYDRANT EDLY . ~°e V ~ ~ ti~ ~3 ~a ~ i ~ ~ •
7~Qa Fx. rae ~ ~ ~ ~ a 71 as 72 as 73 as 74 aC 75~aa 7600 77~aa 7~~aO
Ex. Difch 7~~~~ 7¢00 ~4~0~~ ~ro ~ ~ ~ ~ ' '
e /
su,'- -aaa- _ _ _ -aoa.. _ - -aa~ _ T _ . acra.. ~ . r _ - - -eon _ . -eB;-- -e@~- -e@~- - - - -GO - ° -~1- - - - aoi - - - ao7 - - - a4 ~ - nni _ . , . Q~1_____ 'nni - - - - - - - - - - - ao ~ , _ DDT -
~ ~ ~n ~ a - , n~ © ,a_. s..,~ _
i ° d ~ ~ ' ~ ~ ~ As halt Pavement ~ ® 7°. aa.. gg~.~ ~~.a~~ .e ~9~ P ~
C Ex. Wingwoll
i . ~ 4
J
a NEiN gg V SAT I c; ER
65g OFF EO, TY.~ n..~ ~~4'
i• o ~ ~
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ESN egg ~r TRAN6T~~ ' ~ 6"
TO g° DAL a ~ ~ - -a ~ ~r,
~ P o t~ SEE S° DES . . SY i
her ~ .t; ''RILL

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Ex. Grade Bride ~ ' ~1, ~ ~ - _
' ~ _ w..... w _
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. , , ~ a ;
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f._.. ~ ~ tJ - - - - - o
~ y gg~a p- - - - - C,~ NEB 'g P V6 @d T ANN _ _ ,
°
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LO 30 I :gyp

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7 TEMP ~°~~et ~ '
e ~TYF>} : ~ .T ~e.AaT OF 01"T°
° ) F ; TOTS., L m
c~ 940 ~ 90*40
7~® tch--~ aTPEn C3p , Ex~, ~ ' _ --.:s oat aoi aoi s - ~ ===fx. TOB ~`~`----~aax d ~ ~ „
~6~p0 fix. ro _ --'goo ~ - ~ 2~0
Asphalt Pavement 240 g ® ; . ~ - ~
CCU ~ ill
1 _ ` `
Qe?.° % ~ ~ ~ ~o
G ~a j ~ m ~ _

a~ rq a ~ ~
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E 9V P~ ~ I ®L . aw . OFF O, T`. n}
teary ~ P- /
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sue; ~ .
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wn G~i
L4S
~ 1~ OF 09~T"
10304 ~ 1a~~4o
10240 _ _ _ 14~0p ~ PP 106¢40 ° - ~ ~ ~ ,0 10140 I ~00 0¢00 ~
Ex. pitch ~0g~pp ~
1~ - - Ex. Qitch - ~~0~00
W n~---__-. ~ g r % r Asphalt Pavement goo r , ~ r, fix. rae 21~~00 Qp3-,--__ rv~-~-`~`---ate m ti, ~ ~ ~ ~PP a s~~.
i,
q(~q ~ u a p ~ ~ ~ amn
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r -A ~ f i'; FW.. as a
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_ ~ - ~ 1 ' ~ i~F OF 5 T E ( ( ~ NEB a : ' ~ ' ~ I
l d :E ETA ~ t fn
~ I ~ od ~ { NEB ~ V a~~ i ~ 1
t~
11304 11~~00 196*40 116¢44 117¢ 'f 116~~40 119¢00 ~ 2° 92100 12100 32200
U) ~ ® - l23 ~ _ q e ,-a- ama~~ X00 _ _
' i _ ~ e - - -097 ~A'1~ . _ ~ , . . --°-:6i°:'n~' °°--4.-~.,._.--.n.`..-@rr~ - @6. Q6T - ° , r ~ ..ran =-~5l' ~-.°®-^.-081,.----~=~~9t . ,`.~,~-~t~i-~~~ _ ~ ~ aa.~ o a o Q o rib e - -
g°'~" 62D DBB 6S8 ' 9 E@D ADO t9D E@9~@0-- - ' ~ , r r r ~ , ~ ~ ~Q _
Asphalt Pauement ~'----~...~~&W~ m a
6,~~9 .9 [ ~ Y® ~ ~ 0a it a® ~ ~ m ~d~.. o~~ 6 ~ ~ 9 a~9. ~ d a ~ e. n ~ ~ 1 d , ~ ~ ~
p,,. 9 d ! A°

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~ FILBTY~ _ eo _ ~ n
~ ~ OVTC.v TTA~ ZO , 1 Pa FER ~ "q ~ L~~ ~ /
IMPACT ~ FT. d A \ ~ 2q, •A~ e n _ ~ g~~yY
~ ~ ° ~ FT.4~~OE 0 \ \ 3a,
~7 ~ ~ Q.. ~ O ~ w ~ ~
2^m V L. 1011,u 10 Y 0u14%W @ 6@t +9 ~+,Ar w90 m Yet #WV 0, FACILITY)

CJ ~;~~F OF J0_ , i
~ a
1 NSE
k
NSE e a , ~
d f. ~ v ..e
~ o ~`1 .'ILTE w . CF DID o n Ex. &rk. Golumn ~ ~ ~ 4 N7
aLF F SILT FENCE ~T® SEE ETA m ~ ~ ca c~`~ ~ a~ Ex. Guardrail
TAI ~ ~ FT TaTA . I SEE E L -
124aa 133~aa 134¢Oa `.~'135~a0 "135~a0 136x0 ~ " ~'137~ 0"' ~3&aa
11~aa a ~ Ex. ~iteh P"''~ ~
Ex. T48- Ear. Brk. Column-- ~
_ =-~_aP~88a--°•--+~©r-- ~ _....061= d61 DOl dOl 041 QOi - IDl -C-' ~ 061... . , , qQl .901.. h.-- _ 9'"~ x'00 0~1 ~ - ~ ~G m~ ~ nt - , p~ ~ ~ ~ ® ° P
.,mow?` a! ` 7 ~
g1 ICJ P ~ e ® nC ~ e.. ~P ~
q~yy ~ pp ~ 'ILL - +V~ r8 ~
12 ee~- ' a 9!
~ 1 ~a4 ~ eat 12 ~ t Pa„em ! ga ~~pp 8 a
! AsP~a~ a 9~ ~9 , ~ u :S°
_ a ~ fns' { aFF E {B OFD' ~ TY~9 ,
e~ ~ a ti~~ ~ E , ' ~ D ~ ~ ~
,f ~ ~-''l aE _ CENTERED ~ . t ~~rc UL~~ . 7 S9NG ~ t ~ ~re~ ~
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l ~0 m~ ~ S1D0-,, - 1~ _o RV
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_ a _ - - _ cow.. '
I a ~ m , o s -
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7LF aF DIP OVA---; I ' 1 /
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RECOVERY PIT 'a, LIMIT aF ITS a~
e 9a FT TaTAL WIU ~ ~a 2a Ap ~ \
'1~oa ~~oa i~-t;;.l- ~~aa ~aads ~oa Ex. o,fah 7~a ~aa $aa $aa ~a~00 1~~oa ~ ~ ~2~aa 9~¢a0 n m ~
Rte r6~ ; ~ , Ex. roe--` d d ~
.a. - - L46 LOD lOD - ? L4D LW ~ ~ LYa6 Lh0 ' LOP ° LOD L00 ldD L66 ~ ° L00 ~ ' . _ w _ a 0__ . _ _ ~
Ex. 8" Nlafer Line ~ ~ _ ~ ~ ~ -N -r - a ~ b ~ - - 0 ~i'- _ W` a nm nni nm n4"I - - 041 qt2 -Cin~ - ~ qOl 0
_ - _ - 441 - 00 061 - 001 ~ 001 dOl OOl 001 401 401 OOl - nai ntn - nnn nm n-0i nm Qt71 n~ - i ~ a
- d ~ ~ ~ 9 a 9 o e , 1! Asphalt Pauement isa ~ j c~
~ ae ~ I ®NE a SEND ~
~ ~ ~ ~ NEWS 2245 FEND L
/ ° ~ ~,,~,>I r_~ SRI 4~Y b
~ ~ J m
~X: ~e"ue~ ~ a
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a ~ / 9 R _ . ~ 1T ~ ~ a ~ CULVERT ~ _ _ m
, 4,V
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~ PVC WAT a , ~ F P T m, a~ `1
~ L y NEW FIRE YDAT SLY L ITT 4F ~Si ~ ~
f 8~ o ' ~ 29•fi
.Q ~ ~ + EX. arfan ~~~aa P ~+aa ~~aa 2a~oa ~ . ° I ~ ~ ,~~aa ~a as s ® : ~ 1 oa z2 ao 2 300 2400 25~0a 2600 27~aa
C~ ~ Ex. rpe--,_ _ _ ~ , ~ Foc '1 ! p ~
_ _ _ ~-Loa ~ - ~ eaD... - - LOC^-~-~ - r ~ - = = .L; ,L,,,, Uh~ k06 L6o- +L•Q;~°-_.. .L-0B® L•Q •L-0 •LO •LiS BLOC lC~ LOD L4Q LOD - - L-09 •LOD •L06 E.OR •LOD- 1~3-•--•L-0D°"'"~`~LR
e ' - a aa~ P ~ 6p1 a 1 ~ ao1 ao~ 041 Q(71 ao1 ao1 ~ Q41 ~ ~ ~ it 4C X41 ~ ~1 061 t3Dl q6l 04l - S~_ ® ® 7 ' (]Ol qOl ,~Ol qOl qOl OOl qOl qOl q4l OOl 601 q01 - ~ - ~ ° ~ 7l 00 D4
fie;') ~ _ °p ~ ~ ~ A' ~ ~ A E p °
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a p to
4 ~ Q}
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,y
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~ f - T n CHECK - ~zr~
PP ~ ~T~R9~ SEE _ e A. q ~ N/e11
~ Q~ ~ ~
2900 . ~ ~ ~ ~ 3700 ~ 30 0 0 0 31 00 3200 033 00 3400 3500 ~ 3600 ~ ~ ~ ~ Ex. i~OB 37 ~ as ~ r ~ ~
s - x. i ~ - -
Fi F ° Lb~°°---.LOD ---"""f L 4 ~ LOD LOD L D lbp ' . L LOD... LQD... L64....L L D - p... L9
l OCJI - 01 OOl 001 001 001 OOl ~ Q l 441-~'HOl Db1 O(}9 u 1 091 C ~
Asphatf Pavement r d ,
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~
~ NEB PVC SATE!
~w ~e OEE ECy T~.~
r-
j~
4
9 T y
i
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t'.9
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i
F Ql~..~~d,.: ~E
~ °T TOTAL ~ ~Th e CC
43~p 0 ~ 44+00 4500 Ex. roe--~ 4600 470® 48¢fl0 4000 5000 0~~00
~ ~~m . >~~aa a~~aa ~~¢oa ~ ~ ~~Faa a~aa ~6~aa ~ ~a~
...m ° w - ~ ~a m
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' - - 901 99l 901 90-1 90-1 r ^9~ ~ r ^9-1 04l Uv _ v. ~ ~ ~ _ ~ _ _ _ _ _ _ _ _ _ _ 04l -0^'~ B9 f 89l 9B-l ~ np~ nn n - - 82-1---~,-~ 897 - -9€~l ©n-l - 89l =
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E FIRE HY T e~Y ~ m CHECK; 7 E D n
~ V x ~ . QTY SEE ETA n - - ~ ~ _ a~ ~ _ ~ , l
T' pry
~ ~ p 6400 m 5700 5800 5900 6000 6100 ~ 63 0 6500 6~ ~ 62 00 6 00 ~aa 67+a® ry~ 6~~aa ` ~ 69~a 7a~0a 7°-0 _ ~ '

~ W
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o ~ a0~ ea-~ - ee~~ es~ -~e;--- - ~ i+a
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06 ~ P ~ SEW ~ 4..
~ LI~91T 4F D..aT . A.~E Ex. Ditch 7 X44 7 ~
~ ~ ~ , 14 FT TOT ~~H ~~40 d ~ T Ex. roa--~ ~ 0~
_ ' Lua~ Fao . . Foa .Fao `ion - ~ ~ ~ v.- -60 goo ~,j ' w i3b 1 ~ ~~~~Q a c~ ; ~ aTYa~
- a T~ ° ~
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r ~ ~ RJ P TC oa ~ °U ~ ~ <oa ~
® ~ ~ ~ SEA _ ~ : ~ L ETAIL ~ ~ ~ ` ...RECOVER'.. ~ . , E0
~ ~
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~ ti
m~ ~ ~ 9 _ f q _ _ _ _ _ , _ w..m 9 .....-r ..1.,... . ~ ~ ~ .w , ~ . ~ \ w~ ~..m ~ ~
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f Ex. ~c~ ~ Inv, Elev. 48.54 , ~ r `g Iti~~ ~ N
- . 8. 5
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ff ~ ~ , qty 8 6'~
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H 9 T~AL ,
7100 7240 7340 7~C0
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6
N
1
, F SALT ~ ~ , gy
LIM6T 4F OISTCF~.~~,C ~ i - l~ - NE! FiE FY T A~"~ Y
TEMP CHECK 4TYPe~ ~ 10 FT TOTAL ~ r ~ ' SEE ®TA4L .
v ac, ~ Woods ~ ~ a o foods ~
~ ~ ~ 4 ~ ~ (~U? '~~91~44 44 S7 44 ~S 40 S9 44 94 44 Ex. roe 9240 93¢40 9400 zPEO 9004
ti~ ? )C} c~ 9600 ~7+00 9~{~ 9 0 100~o-OQ ~~3~Ot
6 . _ N c„~ Ex. Ditch--, , . - _ ~ _ ~ - _ ~ ~ ~ _ o t - ~LOD ~ -L~[S ` -186 1.d9 °.,-L9P ~ ~ -.-L89 ------~-8i~ - w - - - _
r~ Goa i ~FOa - ~ ~ .-Cori ~ _`aari ~ - -[[ono ~u - - sae ~ ~ --Fora-~----yea- ~ ~ _ ~ ~ ~ ao Wo o~----=°--c..,- ' -~aae--
oa, ~ ai ears esa- - oar nay -6a^r--°"~~ X101 _ ~ 8 98'1 -8t}~^8 ~ ' A. 3#39.-^-""-8g~ i
m ~ ~ _ ~ ~ G d ~A ~ S~ ' ~gd ~ Asphcrlf Pavement ~ ~
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4 Ex. roa 10T~44 14~~0 r~P q~ ~ 146 4 ® a.C?'a ~n= o
~ ~ 14544 Ex. G?(feh---~ _ _ N'~ FOC TEED ~4~~~4 q ~ ° . JF 41; ~ _ - - ~
~i) ; T TOTp~. n X44 o_.....~..~.. ~o ~ m 910~pd
C~ ~ . 0 .....P. J__Cb~~ °_~`_tOB.°°""_'""'"~S1B- ~Ol 1 b Fa~~a ~ a to
=""~.-~~ao a ~ ate--~---_____=-e W ~ _ 14300 goo ua-r ` 1B1~p~
t) _ ~ - _ Foo W a ~ a ~ n a..."'.--~.
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~ ~
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p®~ a m . n , _ .Q fT 'off SEE ~T ~ NESS 4V i i!`f i`~TW e x .A °T.' ~ ~c~ L T JF D , i ~ NEON - ~ _ ;T A~"~ ~.._~L i TOTS
~ t
' 119v~ t 11600 117~OQ ~~¢OQ~ ~ - OQ 1 Q+ p ~ ~ ~ 1 4~~OQ a 00 1r ~ 2 0 121 00 122 0 eY. Qit~n 123 00 2 16~Op 124~~OC 12~C~ 127~C4 126~CC m
~ ~ A ,
- _ ~ - - Loo -ct-----_-_- ~ _
E 10[L - - 19 L4R„_ . _ - LOD - J. inn I - a l r " ~ _ "tOD"" "---:.0& 1an.. ~ LOD - L00 LOD LOD LOD L40 L60~- LOD LDD - ~oa_ ~a - - _ P ~ e~--~--~e w------ee=F--- ..c ,.rte--otl, 1 1-°'~a~-----a°= LoD- - - -Loa _ - - Lao- - , i nD L~ - _ _ _LSa - Lee _ _ _ _ LDD Loa L i no - i oD - -Loo - - -
~O~~dT-.._ ~ ' , p ~ A 3D ~ "av i 90l 83l 6Bi Efh? 9Bl f381- A8l 3- _ ~ ~ I ~ r d~ ~ ~ ~p g a es~ - a~ oa -~s ee3- ae~ es~s~; ~ w
rP v 1 , n Asphalt Paveraenf ! ~ .~J PA ~ ~ ~ ~ G ~ ~ i ~ ~ a .
r ~ j dP ~ ~
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r ~ ~ g
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m ~ ~ ; ~T 7 ~ FTa , ~ J TOTAL ~ ~ a F
~ 1 ~ Pl ~ 1 l , I IMPACT ~ ' d S < FT< a ` , 1~ FT, SIDE
? t l ~ a
l T , TR SPOTATIi~ /
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9
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FIRE T . tl ' o: ~w ,
~_m QO 134¢00 11$QO Ex.1?itch 132~OQ 13300 ~ 13400 13500 13+0~ 137~0Q 13S~0Q i36~~C 139~Q 1~~0 141~Q0 1~2a~4C 1~3
s a
- ~ eX. r~e_ _ - - i a ,~m, m . ~ ~ ® m ~ - - - - - - ~ ---o-o---
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----see----- eBa ea-~ en~~ see--~ o~ D7 , _ B' 8$-l----"a(~Q8a 99-1 88-1 B8-l 98-1 _ "B-l-~"„--= ~
® Asphalt Pavement ~ ~ ~ °
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d
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~ Ex. Water tine ~ , t!
w >a ,~a Cf3' ACT _ ~iAiR I.~l ~ I
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~ ~ ~ ~ ~ 4 SEED ~ p SEE DETAIL Ex. Ha watr
~ daP ,9 > ~s ~ ss 00 ~P/ ~ ~ J of OF ~ DiP ~ T _ ,i WEB! 680 PVC ASE ~ _
~ _ _ CAL RT - - X50 CEE ECa TYP~~ - 4
1 ads k8f f ~
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- _ ~ t Y ? ~ i i ~1- ~ SPED ' P ~ X01 J
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Ex. F,~e Hydranf GUY GUY pp Gb ~ r goo- ~ ~ o - - 4 Lao' _ _i ~ L - Lab Lea - F po, , Loa - = ~aa ,Leo-..-~ ' - „
V ~ _ ~ , n~ ~ , ~ L " eat Ex. 6" Water Line ~ ~ '
~ m~ ~ ~ RECOVERY PiT pp _
~ ~ ND UVall q
~ ~ TEP~ Y ~~C °T. ®G E EEI T f0°~",>°~ I .i - . ~°E, 2 as g ~ : ~ ~ o ~
~ ~ ~ . ~ ~ b ~ m Gam. T9 ~ - ~ _ i"; 1 I T S, .TOE 2
`,°w ~ ` , I f3 ~ _ i S~ o m aTYP.a d ~ ~ ~ aP
1 ~ _ ~ I~s~ as a ~
~ ~ r~sF ;~VEY PiT ~ ~ W . ~ .5 SEND
~ ~ ~ CQT~'.~~TO TO C~~nr. a~x1 ` i I~' ARC FiLT~ fTYPa~ .f~' _ ~ as LCi - ' ° Elf. ? ; L ~ ®OF D1P ATEF 1 f SEE t m
4 , '
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i
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U UL~ R I 1 ~P E C E T CRASS N E 4 Rss °g m~ ~ ~ -
4a i '
Woods
~ / a ~
~ ~ ~ a~
a re m ~ -0 ~ ~ s~ ~ a ~
7 ~OO - ~ s ~
~ ~ ai ~ Asphalt Pavemenf halt Pavement ~ o~ 1 ~ ~ ~
9-l Ig i i = ~ ~9
w a~ ~ - . - - a = C6D~ ...L"" tw ~ k . L. ~ L'OT3"'~.. CaQ°~'"°'.... LYtB®°'"°" LO •L06~ .LO"- a 7?- _ L86 tOD L6ll COD t6D 68D_~-=-~-_ - ~F-----®'- ~...~.QD.. ~ QD. , L~.- . , L4I1, , lOD LOD LQP L_00 LOI ~ OD OD LOD LOD i 6.... D.. , R-- -inn .
I m» ~'€q~--_..-_~-~~- PPS, ~PP - - Ex. TOB~ PP PP k ~ _ ~ - m~v p ® ~ ~ ~ ~ ~ _ ® ® PP Y v ~ ~ ~ 9 4 d ~ b tl c ~ «m m.2 - -
~ - Ex. Ditch _.T : E T , PJ
L TE ECG ~ LIMIT F I ~ ~ FIRE . 3 T ~ ~ ~ N/o ds _ n n
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nTE dETL _ -
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---ear----- _ aai Lt Loo ' ~U . . l U D 6D L06 - - L0~ . ' -Lll@-- _-'---~Gv----=--40.L-~.. - LO ~-~~LBId -L~4 - - M ~JLt a -Loo , : tab , , boo ...Lon _ l a ~Q . 40 L - ~ o,
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NEW 6°° Pl~C WATE LIMIT QF DlT ~ f~- ~ ;~YQ T ::4.~~~
OFF O TAP°~ ~O FT TOT W6DT ° Woods ~ ~ ~ ~ ~ -
Woods ,
~
L"
4 1
1
1 1 t 'r ~~o
I P ~ a .L , ~ 1 ' 34 I 1
1
1 ~_a 1 1 1
1 s, - ~ e° 1
C ~ a ,ET 3 L OF ,J DIP ~ / ;
~ ~ 1 U
f . ~ ~AA CV ~ ~ i ERA AREA ~ 1 1 T FENCE NEEDED

1 1
is 0 : ka W s----.._ Ex. Conc. ND Wa!! ~ 193, : 1 ~4~'QQ d a ~
` D goo ao a , ~ Ex. Conc. VJi wall ~ ~~x. Conc. Guardrail e ~ ~
~ \ , ~ m Loa Loo ~ ~ ao1 ~ ` : ~ ~p ~ ' Asphalt Pavement
m b ~ «,A,mm~° ~ k ° Loo- LaD Lon ~ 1 1 ° r - , . _ aoi ~ a i ~ ' ® ~ aai eG X31 _ _ ~m .m m _ ~ ~ ~ LQQ L40 - LOD LQD LaD kOD LOD C00 LC ~ . ~ 3 ~ ae, aea-- o~ ~ ' ~ ' a ee~ ae
- X00 -:m _ lOD LOD lOD Clil -14Q ~ . _~'~u = =-"~_LQQ.. _ Ct _ ,Ob.. Q0~ _',._L~? ~ LbD - - 1.OQ CQQ
~ 1 ~ ~
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l 9Bl 9"l 8Bl oc -°-95~l- ~fI6-l- -96~-- _ e - e
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~ ! NEW ~'b PVC ~~ATER ~1N
SEE SHEET 0.5.21 ~
fi2LF OF DIP WATER MAIN Wf °
2LF OF 1B" STEEL ENCASEMENT, ~
B° MINIMUM WALL THICKNESS Q>344 I tV l RECOVERY PIT
INSTALLL BY DRY BORE AND ~ NEW S x REDUCER ~.qi
/ ? JA KI C NG ~ t ~ F_x. Swale
T P NT EM , CO ST. EASE W° ~ ~f NEWS GV ~ BOX W W I
59 ~ 2x5 y NEW 2-B ~5 RENDS DARE PIT ~ F~ q
~ 8 0 CW Q x2D • ~ ~ ~
NEW 2-6 45 BENDS , k O . ~ NEW S'°x°' REDUCER TEMP CHECK DAM _ _ / ~1 1 I .K DA~~~. LINT OF DISTURDANCE ~
~ °W CTYP,} SEE DETAIL NEW V & OX ~ ~ NEW V B0 DETAIL NEW PVC WATER MAIN l ~ C'~ r 10 FT TOTAL WIDTH
' ~ ~4 ~ NEW FIRE HYDRANT ASSEMBLY ~ ~ - ~4 t' OFF EOP, TYP.~ - ® 72 - v _ -
0 NEW " GV IsC BOX Rd~. ~.-n~+r~': - ~w._, 5`~ o,~ - _ _ -ate-
®"5CT+0 _ C7D° ® ~ +~0 ~ prFFn k ~ c~~ 64+00 ~ ~ 700 _ ~ . - - - - ~-P _ ~ 5 00 66 Q ~ a T 69+ - 70~00~ _ ~ ?100 _ _ h° J-=-~''"
L, C.. ~..7• - OOl - ~OOI_ 701 Q91 - 40'1 i L40 ! y1 LOD _ L00 ~q~ ~ .1,.0 _ (.60 _ T ~ . ~ ~'i' ' '=r ,@ 30fi"~^-60a -90~-=~~--06L _ _ _01)1..,.... _ T 6L. _ ...v _ _ l -GCl7- ~ . . ~..r, ~ o ° ~ ~ ~ - Tr.. oaf -----`--ao1 ~ °i ~ ~;~sa----- as ao~ ao~ "~W
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IMPACT ~ S01 Oo FT, ~ n°
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FACILITY ~ ~ ~ , ~ .®i
TOTAL ZONE 2 DUFFER : ~,r
~ IMPACT ~ 421 S, FT. ~ ~
~ 4LF OF SILT FENCE t`V 15 LF OF " DIP CENTERED SEE DETAIL Q`~ 10 FT. WIDE ~ rte-- ~ ~ kp
UNDER CULVERT CROSSING 1330 - ~ ~ I-~ ~EISTIG TR SPORTATION~- ~ ~ ~ ' ~ ' ~ ' ~ ~ -r. =
0 a Q FACILITY? , - f ~ ~1~ \ ~
. ~ ~ ~ EX.1~ RCP ~
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I ~ SEE DETAIL CTYP,} t, m ~
W ~ LIMIT OF DISTURBANCE JJ J f \ ` ~ u r r- J as f r~~ ~ ~ _ 4 P
. 1 FT TOTAL WIDTH , ~ NEW FIRE YDR T ASSEMBLY ~ - >SEMBLY ~ ' ~ '
`°p'- - ~W ~ . ~S+Qp NEW 6" PVC WATER MAIN ~L . _ ~ . , - _ ~ W NEW 6" GV BOX ' , ~
i _ _ _ _ 6~(} _ _ C5 OFF EOP, TYP.}
g~ _
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4t t p j ~ SEE DETAIL 1 , ` '
~ ~ ~ 1 ~
T ~ _ ~ 1 ~ BOSSING Z ~ , ~ ;'i`'~ ~ ~ ~

@- ~ ~ E~~> 36'° RCP ~ ~l~ ° ° e ENT ~ 4 ~yb_ .ice='~ ~ Iw~,s"E CONDITION 2 (F. ,tiT LENGTI~ 22 FT. ~ ~ ~ ~ ~ ' _
1 LF OF DIP CENTERED DETAIL tTYPs~ ~ ~ ~
UNDER CULVERT CROSSING ~ E. 3°° - C ~ ti USE CC ?I" ~ 3N 2 ~ ~ ~
e~ SEE D~~ k IL ~TY,~ C~,t ~ ~ ~ ~ ~
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~ SEE DET~~IL 4 NEB GV DOX C.7 ~ w f~ t OFF EOP TYPa~ 5 9
~ ~ i
~ - - ~ _______-~~-*O{}-_-----___ 11±Ot~__ ~X. rae__ 12~~¢~;_ 121+U0 122+00 1,- ---~~+9(3-____®' ~t~_ 125+00 ~ _ _ _ _ _ _ . i
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Woods NEVY fi" PVC tNATER MAIN NEY~ 6°' GV ~pX LIMIT OF pIT' :°'.~~;;~E
1 OFF EOP TYP } 13~6~~0 * O _ 1~'S# 1 1~'~# g~~a` ~ " ~ ~ ~O FT TOTAL N'IDTFI I`f~lJ~i ;J
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1 Ex. sWnte UNDER CULVERT I d' ~ NEW Gv ~ a~aX F F " p ~ CULVERT CROSSING E~. 24" RCP ~ ~ USE COND6T6ON 3> ~
~ o . 75L O 6 DIP WATER MAIN Wf t F~ SEE DETA6L {TYP,9
7LF OF 1°' STEEL ENCASEMENT ~ ~ ~ ~ ~ ARC FILTER {TYP.) ~ MINIMUM WALL THICKNESS 0.250 cur f , ~ ~
SE TAI E DE L S / ~ INSTA D Y R _
.9p. LLL~E E D Y DARE AND a, _ _ _ ~ ~ JACKING 1S LF OF DIP CENTERS _ ~ ~ I _
LIMIT OF IST R ~ ~ _ _ _ _ D U CE r UNDER CULVERT CROSSING , . _ _ 10 FT TOTAL IDTH 25LF aF SILT FENCE ` { NEW GV ppX ,r/ ~ ~ ~ 15 ¢00 151 0~~
1 ~ WQOdS SEE DETAIL ~ 1 5i,,-i a ' ' x
~ T P N T A 149 00------°~ Asphntt Pnvement ,1p• ~ E ,COS . E SEMENT ~ ~ r ,
Woods aBfi°° 30'x10' - _
I ~ ~ ~
~ - - NEW 6'° 9 ~ END o - I9
t~N r ___1
, s, - I OD B ~ o°'..-." COX. T~8 ;no, _aai =.a0i _ao, ~ FORE PIT
i _ _ a~ - - ~ - - - , f , 6 , //`~,~w! Ex. t?~tch tnLn ~ ~ ~ 1 ~ 30'x2 ` i V d~ 4~ Y,,.". ° ~ __Les-___ ~ I I o as hnl P 0 `K ' i ARC ILTER t1 25LF OF SILT FENCE ~ ~CILTER {TYP,1 ~ ' SEE DETAIL ~ ~ ~
, i , ~ p t avement ~ , , LIMIT aF DBSTURRANCE AIL SEED ~ N , ~E Dk~AIL ~ ~ ~ ~ ~ I`~eods ~`ri1~ R,g,J ~ri7p-~-.~.~ ~
1 FT I T , T TA W H 0 O L D ~ ~ .
4 , ~ ~ a
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i L~ , a, \ oo a~ ti i USE CONDITION 2 (TYP.) SEE DETAIL > NEB " PVC CATER GAIN ~ ~ ,v
F- - ~ . _ I SEE DETAIL {TYP.I OFF EOP, TYP.) ~ ~
- - - ~ I 20LF OF SILT FENCE ~ ~ ~a
- 1 LF aF " DIP CENTERED EX. 3 RCP Una pus ~ SEE DETAIL i USE CONDITION 2
ND R V RT IN I U E CUL E CRASS G SEE DETAIL {TYP.) '
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1S LF OF 6'° pIP CENTERED SEE DETAIL {TYPa? _ P ,
1~ L.F OF 6" DIP CENTERED EX. 1S°' RCP USE CONDITION 2 UNDER CULVERT GRASSING ~ UNDER CULVERT CROSSING
.t ~ SEE DETAIL {TYP,} . C'~ ~ ~ ~ ~ -
PP a R~° ~ PP
. e- Si 158¢00 15900 1so~aa 161~ac~ 162¢oa 163¢OQ 164¢00 165¢00 1650{? 16600 16700 1~i8~00 „16900 17 I~
~ ~~t ~
~ Asphalt Pavement i ~ o
~ ii ~ ~ p e 99-1 fi2'r. Oi --~--"a _ ~ ,~r[ i ~Y 96i a8"I -991 -99i 80i-99i- i iI - _ ~r -gyp sa--- as; -----ee~a--_~__-__~e~ -c~ W
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_ Ex. Itch ti 20LF OF SILT FENCE 1 to NEB 6'° PVC AVER MAIN - 2LF OF SILT FENCE ~ ~ ° ~ I'~
C FILTER {TYP.1 LIMIT qF DISTURB CE SEE DETAIL OFF EOP, TYPQ} SEE DETAIL 1 ~ ~ ~
I- NEW FIRE HYDRANT ASSEOLY SEE DETAIL. 8 .t~: 10 FT TOTAL WIDTH
NEW GV & DOX ARC FILTER (TYP>~ ~ ~
SEE DETAIL
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~ ~ SEE DETAIL {TYP.) ~ I
i
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~ ~ ~ SEE DETAIL ~ ~ 6 6,,.,Y
~ _O-.__._ -i ~ ~P Rl ~
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~ _ - o ~ + + + + i + t r OD 171 0 17 OY 0 2 00 1fi3 0 00 try I ~ LL 175 00 176 00 177 00 178 00 179 00 179$00 180¢00 151¢00 1$2{00 183+00 18 ~i
I' ~
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~ _ 1 ~ _ ~ _ _ ~ ,~~,~a.~sn mm ~ ~..w.-~,~, _ _ ~ ~ ~r
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~ TOTAL ZONE 2 DUFFER a ~ ~ ~ ~ Ex, ~ttnh ATE:
~ C~ ~ IMPACT ~ 1,507 SQ. FT. ~ ` ~ LIMIT OF D'"T"' "ANCE 1/
' ~ i ~ 10 FT. WIDE ~ - ~ ~ 10 FT TOT,!~.L .pTH a" PVC CATER MAIN
~ I- ~ ~ ~ _ NEW FIRE H'~ v ~ ~ ~ 031 ~ ~ - ~E FIRE HYDRANT ASSEMBLY OFF OP, TYP.~ ~,(~3
~ {EXISTING TRANSPORTATION ` ~ "7 ~ . ~ 0 NEB 6" GV ~ QOM ~ " ~ -
FACILITY} ~ ~ ~~l'~:°~=-"
TOTAL ZONE 1 SUFFER ~ ~ ~ ~ - , _ I
~ IMPACT ~ 598 SQ. FT. ~ ~ a ~ ~ ~
~ ; ~ 10 FT. WIDE ~ a
- -
(EXISTING TRANSPORTATION
FACILITY) Q~v o -
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p STREAM CROSSING S2 _ ° - - \ (INTERMITTENT) \
!MIPACT LENGTH - 12 FT.
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TEMP CHECK DAM ~5 OPP OPs TYP.} 10 FT TOTAL WIDTH ~x. drtah 0-- 6TYP.} SEE DETAIL I.I
LF OF 6`° DIP CENTERED
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&00 202+~}
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SEE DETAIL ~ _ ~ d ~
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~ I- ARC FILTER fTYP.} i ~ ~ - - - - - - . _ - _ - _ , _ _ SEE DETAIL $ i ; i L0. ~
pz ea X m ~ ' e ~ a _ e .
4 LIMIT OP DISTURB CE NEB V BO V EO
~ 25LF OF SILT PENCE 1O PT TOTAL T ~ ~ ID NEB FIRE HYDR- T AS. q SEE DETAIL 6 f~a~IT ASSEMELY '~i _
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SEE DETAIL {TYP.} I 4 I
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it ~;3a+~1a ~~s¢aa ~~7*aa z~s~aa ~s~aa r~ ~ ~
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TEMP CHECK DAM 7 ex. roa
T P T . a. ~ ~ Y SEE DE AIL LIN C~J U"B ~ N N W AI ~ E 6 PVC WATER N 25LF OF SI T F NC ~ 10 LIMIT OF DISTURBANCE a ~ ~ P~ t : a ~ ' ~ 1
!5' FF OP TYP,} L E E O E SEE DETAIL 1p FT TOTAL WIDTH `h'am ~ ~ ~ r EW G DOX ~ 11 I~
NEW FIRE HYDRANT SEI3L ~ I I.--~-
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~ ~ ~ ~ ° A ~ yr} 4~
~ I ~ e EX. 45" 0MP I.~ ~ ~ ~ USE CONDITION 2 ~ . 1ST 1L G:7 "`i
~ ~ ~ ~ ~..1 ~ ~ ~ ~ SEE DETAIL tTYP>} 1.
I
~ i ~ I ~ ~ ~ ST°,E:~'~A CROSSING S29 }
ti ~ ~INTE:~,!r.TTENT}
I IMPACT LENGTH 20 FT. 113 LF OF DIP CENTERED 1 EX. "RCP , ~
UNDER CULVERT CROSSING ~ ~ ~ y e 141LF OF SILT FENCE USE CONDITION 2 ~
~ t ROIN ~ SEE DETAIL SEE DETAIL (TYP,1 t~ ° I R! 4d

11 I ~ „ +00 " 2' 1+00 242+00 243+pp 244+00 4 + ~ + 2 5 00 246 00 247 00 24S 00 ~~49 DO
~1 `~;~4~+ao ~Sa+ao ~~1*ao z~z¢aa ~~~~aa
I P~ae t t k 4 e ~ Asphalt Povement I
tf 6 _ ~ i d0~ d0'I _ -r... d07 00~ - ~ 09'(~--rte- .,px - - _ ,:-sr..-~) , . . - - as _ aa'r" `c' ~ ae7 ear ---~;a~-------~- ao~ oo~ ~e7 s_
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~ ~ 4 b ~ TOTAL ZONE 2 BUFFER ~ _ d ~ ~ ~ ~ ~ a~ _ _ XCa as Ca., o k i ~ ~ IMPACT 397 S . FT, _ _ _ C9 _ xt~ Ex. Ditch ~ I ~ i ex.70B C?~ °a _
- _ I~ I 1D FT. WIDE I~ ARC FILTER S . ~ . ~ NEW PVC WATER MAIN CTYP.1 SEE aETAIL •~o• C' OFF EOP, TYP.1 CJ
I E B32 25LF OF SILT FENCE I t 1 LIMIT OF DISTURB CE ;E h ~ ~
I ~ (EXISTING TRANSPORTATION 10 FT T TAL WIDTH SEE DETAIL lil i ~ I
1 FACILITY} .t
xsE I 1 + , rat I t ~;0 ~ ~I i
~ ~ TOTAL ZONE 1BUFFER
' ' ~a, I ~ IMPACT ~ 594 S, FT, I
_ 0 DE a t
1 ~ ' B32 ° t ~ NSF ~ ° a ,i. a i XI TIN T AN P RTATION (E S G R SO d
FACILITY} ~
T~ _ ~
IB NEW PVC WATER MAIN
SEE SHEET 0,5.11 ~~r ~ ~ ~~ji=' r
o~ `+1~? ~
I NEW ~ PVC WATER MAIN fi - ` °a; d ~ A! NEW PVC WATER MAIN Z MAIN ~ ~ ~ ~ - ~ ` ~ i~
~ SEE SHEET 0.5.12 ~ p, SEE SHEET 0.5.10 I 1 'ti G'LDG Fence O a ~ ~ p ! I ~ t 11[ t i ~
~ ~ C7 C ~ °0> ~ r PP Q
a ~ ~ i v + 1 1S LF OF 6°` DIP CENTERED r ~ ~ ~ ~ , i UNDER CULVERT CROSSING ~ ~ ~ r
~I ~ ~ NEW 5 DIP WATER MAIN ~ o SEE SHEET C,5<12 ~
~ { ~ ° 1 ~ , ~
~ o ~ NEW 6 GV ~ BOX a>`~ ~ L 1 ( ~ ~ 7PED ~ ~ j ~ EX, 24°' RCP ° p i I ~ R NSE ~ ~ `i 9.S
* N W " PV W T MAIN ~o $ l~ ~ NEW 6" G E 6 G A ER o ~ ~ Q c~ NEW 6°' GV ~ SOX ~ " L~ ` ~ ~ ~ ( USE CONDITION ~ ~ 1
0 ° ~I° a e 1 , ~ aa~ o ~0. R~ t5 OFF EOP, TYP,} ~ ' Rf / eLac a q~ _ ~f7 _ ..o ~a I ~ . t ~ ~ 1 SEE DETAIL CTYP.3 ~ QC3 PiOW ~(7fU~1 ~ ~ j " i
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do +00 255+pp + L06 ~ rPED ~ RIIN ~ 256 Ofl ~ C3 , ,
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Jn a Ex. C71tCh q1R~ ~ - -
~ ~i EX. r~Q ..e. ~ i s. L L~.., ~ >r'
~ ('+`i ~ Rd ' LIMIT F DISTURBANCE ~ o ~ NEW 6 I : ~ TOTAL ZONE 2 DUFFER ~ NEW 6 PVC WATER MAIN I i IMPACT ~ X11 S. FTa
o 0 ° 0 HSE (stand f 10 FT OTAL WIDTH s t' OFF t° OFF OP, TYP.1 i ~ I i ~ 1 FT. WIDE I'
~ 1 ~ r
AB d8 ~ ° 1 NEW -6 11.25 BENDS ~ ~ i 1LF OF SILT FENCE.. ( I ; COEXISTING T SPOTATION II;,
C? I, u I ~ 0 ' SEE DETAIL ( FACILITY? ~ I
t1"1 ~ I f E d i m (}7 o I Apt L~ 6 ! I > ~I
t ~I ' 4 ~ I ( ~ i TOTAL ZONE 1 SUFFER ~ ~ ~ ~ ~ IMPACT ~ 5S SO, FT.
a r., ~ ~ ~ t ~ , ~ I ~ ~ ~ 1Q FT, WIDE
~
~ a~ NEW S" PVC WATER MAIN (r~ NEW 6 PVC WATER MAIN ER MAIN STRE CROSSING S30 E3 CINTMITTENTI CEXISTING T SPORTATION I ~
i SEE SHEET 0,.5.12 SEE SHEET 0,5.10 IMPACT LENGTH ~ 17 FT, FACILITY?

I I
I''. T^RINATIN OF WATER
'~®~BDE SELF OF RJ®DIP
CJ i DETAIL G,.s - -
! EX> 15° EX> 1S°' MCP
~ ~ USE C o, i ~ I CO ~ TION 2 USE c . 1S~® fix. spate
i SEE D SEE DET.-JL CTYP>) ~ , ' ICY: r
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waad5 0LF OF SILT FENCE ~ ~ SEE DETAIL Hsi 6 as PP Q°, ~ 3~~ ;
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Q v T 16 LF OF 6" DIP CENTERED ° J HSE
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UNDER CULVERT CROSSING SEE DETAIL (TYP.) °
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~ 1S LF OF DIP CENTERED USE CONDITION 2 ~ UNRER CULVERT COSS9N USE C~ 1TBON ~
'ccrr UNDER CULVERT CROSSING SEE DETAIL tTYPo? ° 5EE R~:'r L QTY>~ ~ ~ r,
~ ` _ ~ R! __-___.-e _ _ _ ~ _ _ _ ~ e _ ~ ~ 4... ' ~ ~4f
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i ~ r~ N} ~ ~ I~
2LF OF SILT FENCE HATER MAIN
Ex, 6" water Line v SEE DETAIL NEW PVC WATER AIN- 6 REMOVED Ek. CAP AND .~o. T P
v+ „ ysE 4 OFF EOP® <3 Ex. Fire Fryarant ~ Gv CONNECT NEW WATER MAIN 4
T X " WA R M IN ! ~ o O E. TE A W
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~ NEW PVC WATER MAIN ~ " ~ ~ ~ ~ ~ (TYP.I! SEE DETPJL ~o pIL 007 ~ \ 7""~
C) ~ ~ ~ _ m , , NEW FIRE HYDRANT ASSEMBLY m - ~ m ~ ~~L (5° OFF EOP, TYP.> ~ ~ \ ~ m
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. - ~ 1 ~ ~ NEW FIRE HYDRANT SILT FENCE SILT FENCE AS NEEDED - ~ err X07
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SEE RESTRAINT, DETAIL-~, - - ~ - ~ . ~ ~ ,1i 1, ,';i' , ~ - . . i 4r HORFONTA DIRECTION DR1L~. SEE- ESTRAIT D T`AJL- ~ ECIN 1D PE TR IT ~:,;,E - ~~;8'~E~~_a~AI,..IR~CTI.ONA ~ - to-, ~ ~j ~ ENR~ ;1Q P~ ~T~RANS~T ~ -
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~ NEW PVC ;WATE MAIN : _ _ _ , _ _ SEE RES RAINT ~ DETAI ,y _ - - r' SEE REST HINT ~ETA9L cs-.' Q I _ '
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~ 25LF OF SILT FENCE {TYF<} SEE DETAIL ' r~ e
SEE DETAIL ~ ` ~ a ~ e e ~ ~ ~ e ~I ~~~`°A , e f ~ J
, LIMIT OF DISTURB CE NEW S" FVC WATER MAIN T I ` °
10 F TOTAL WDT {5a OFF EOF TYF9} 9
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~ t~~ i~ s-----------~ . - yea tea -tea ~e goo tsa Ees Eee tie use -~Eae ~ Eta use -----tae- ,
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I o f Ex. 70B NEW FIRE YDR T ASSEMBLY LIMIT OF DISTURB CE- ',9 as -e.. ISTURQANCE NEB PVC CATER MAIN -
N W 6" GV OX 10 FT TOTAL WIDTH E AL WIDTH t' OFF EOP, TYPa~ p~.
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~ i SEE SHEET 0,5.,15 37LF OF DIP WATER MAIN Wi 3 ~ LF OF 113"' STEEL ENCASEMENT, i
~ ~ -„'IN'.~~"JM WALL THICKNESS 0.344'°
~ NEW ~ 45 FEND ~ ' NEW Sg, TEE ' `~TALLLED 13Y DRY BORE AND
~ 1 m JA01{ING yse ~i '
BORE FIT ~ ~ ` ~ . ~ ~ t;r b
NEWS 45 BEND 3a x2a ,r; ~ Q ~ ~
li' ~ RECOVERY FIT NEWS GV ~ BOX TPED ~ ~ ri 5 00 ~ ~ r ~ ' ~ I . o T 10 x20
1 ~ y o 1 ,
~ RECOVERY FIT ~ ~ y NEW B GV ~ BOX ~ 10x20
~ ~ - p~ NEW S°' 45° BEND ~ 4 Ci L{ ~ ~ kB C
~ o ~ . NEW ~ 22,5 FEND ~ ' ~ ~
5 F OF B DIP WATER MAIN W! > cUr ,F OF SILT ENCE ~ -
~ i~ 62L F 113°' STEEL ENCASEMENT ~ 7G+aa 25LF OF SILT F ~ ~ s,' \ _ - SEE DETAIL 6 ~ 8~~.,, DETAIL 6 ~ y~ . ~
~ MINIMUM .ALL THICKNESS 0°344 ,e, i I ~ - d. .1 a, ~ PP~ ~~+aa ~X. roe ~h~ , ~a. 1NSTALLLED Y DRY DORE AND 5~. ~ - . 1l3 LF OF E°' QIP CENTEREQ ~ -
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IslQnd 11 r
a - ar, ~ . M ti ~ ~ _ a 1 ~ ~ ~ ~ \ ~ b. ~ ~~ATE4
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~ ~ a NEWS 11.25 BEND ~ I l~ ~ a ~ ~ ~A7 p. ,
I', ~ - ~ ~,,,,.o-~-~" ~ NEW 5`" GW 130X ~ ~ ~ ~ 1{ ~ ~
~ ~ ~ ~ a \ ~ ` ~ ' NEW 8 22,5 BEND ~
4. ,a~ ~ ~ 3 W.r ~9 ~ IB ~fi 3 ~ . ~ '4.1 ~ ~ r
u NEW $ TEE ~ , ~ 1 EX. 1S RC ,
USE CONDITI 2 LIMIT F DISTURBANCE--J BORE PIT---/ CIA 4ij lb'g 2
C-) Q) vaa ~ . 10 FT TOTAL WIDTH SEE DETAIL (TYP.) a r~ C) 30'x20' ~a 4 Fe TEMP< CONST. EASEMENT I . (TYP.)
C p NEWS PVC WATER MAIN a 1 i
(5' OFF EOP TYP.) 25 x15 i t hs Lr)
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1 4+' ( 1
~ ~ ~ f b ~f ~ 409
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~ IMIT OF ISTU ANCE a . ~ L D RI3 I I C) 10 FT TOTAL WIDTH Hse 2LF O SILT FENCE ~~k~~~,/~ yj J
R~° 8100 SEE DE L oa . ~ ~..5~ s~ / ~ I
°'^--~-d. ~ X2¢00 NE1~ PVC WATER A{N
~ ~ _ ~5' OFF EOP, TYP,} ARC FI ~d - X3¢00 SEE DE ARC FILTER {Tl'P,) ~ x•%'~~-r`~~ ~ ~ f ~ ~7 ~ SEE DETAIL ~ ~~~U •,~aq ~ ~nf ` ~ i ~
ii ..J -ae;-____-_ ~ - ~ 84+110 NEW G'~ Ok
d d _ _ _ ~ Sao , haft P i : Asp . ~ ~
- ~"`"`~~p~~=-=-= ' ~5*00 NEW FIRE HYQRANT ASSEMBLY -t="~ _r_ Via,! _ _ -
" ` . _ cti! --eat-`~„ °""""~D C7ira m .fk '~7 / i1 / I
~ - - - 8500 x 1 _ _ --~-~-.,~aD ru ~ a h -Row Tree r- v 1 l i ~ _ ~
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OTAL WIDTH ETYP.} SEE DETAIL 8{00 9900 m~s
9 gT+00 _ x x~D0~00~P~ ~
~~~0 - Lo' n ~ ~ lat ~ - ibo Loo ~ ~ ~Q~¢ a~ . v
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e Ex 9 J C ~ x - - - NEW FIRE YDR T A, ~ °~LY
. Q .e. O k Pia d~ ~ ~03~OCt ~ ~ TERMINATION OF S'° WATER MAIN
pP 4 ` E i , ~ fr PROVIDE 54LF OF RJ-DIP i '
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- T t:~l-c-.=fl- - - ~ ~ . .
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L Woods f ~ ~ r NEW GV E4}{ W od o s ~ Lei
n, d d T Ii 1 d LIMIT OF DIS URS c ~h. 6 Water ~,~e a ~ . + , 36LF OF RJ DIP OF DISTURD CE NEW PVC WATER MAIN F-~°} ~'i
~ ~ ° NEW 6°' GV SOX E t ~ ~ ~0 FT TOTAL WID f TOTAL WIDTH OFF EOP" Tl°P.9
1.r~~ Ex. Fire N dram ~ V ~ i
1 ~ ~ eR 1 ,I ° 6LF CF fi RJ DIP I E. 2-9 CMP c; !I I
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SEE RESTRAINT DETAIL HORIZONTAL DIREC , I..~:.,~.., DRIGL SEE RESTRAINT RESTRAINT DETAIL ;.t
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~ As halt Pavement - -,oo LIMIT OF D9STURi3ANCE ~ .m - a ®~t.. J. - ' i ) 1 9D LOD LQ? . dP . .L~~~ ~ ~8l ~6D . 8~'i---Lp"~- -9
. ~ 1-°_..-°--~-""'..; - - - 10 FT TOTAL WIDTH ~ , - - - - _ _ ~ a f -LD lD, UOb LIB.. -
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~~D ~t~a _ , l-.. Ex. Ditch - - ~ ~ NEB FIRE HYDRANT ASSE LY .Y Woods _ ~
~ YV / MEIN 6" 6V BOA LIMBT F ETUm " .,SCE NEB " PVC CATER MAiN
1a FT TaTAL ' ~ t5' CFF EOP~ T~P,I t,~
MEIN PVC CATER MAIN ~ ~ t>
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~ ~ I;~W SEE DETABL (T'~P4~
_ ~ ~ '
° 0 X7+00 2 -t"0 ~ 0 2+00 30-00 31+00 32+00 33+00 34+00 35-00
d in Asphalt Pavement ~ o Ir 1 ~
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~ s- ~ o,.. _ - ,,,e ~ - - R/UV ~ o I
Woods ~ ti ~ Ex. TpB ii ~ ~ ~ as ~i' I~ a
CJ TEMP CHEEK D 7 LIMIT OF DISTURBANCE Ex. Ditan ~ NEB 6 PVC ATF I:": _ . Sa RIN
f F PT OF O 5 E Y f° tTY.> SEE DETAIL . o, 10 FT TOTAL WIDTH a ~ NE F1F,~ YR T ASSE ~L~ I Lyi. VCJGft s
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~ _ ` p~~ N PVC NEATER ~ I.., 41+00 42~ PVC MATER MAIN ~.?..C" ~ Wo ~ ~ y ~`~al-_. q=-_ V . ~ ~ I~ ~4 ~Y;
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- + _ `t°m - ~ _ ~o~ goo;---~:-'` ~ 1~ tg~
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Woods ~V Ex. T0~ s~ ~ ®tr,P
~ ~ Ex. Ditch ~M~~~~~E;
~ ~ pj e r,..... q../ 4:.
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~ ~ LIMIT OF DISTURBANCE P,~ .1®~
d 1 FT TOTAL WIDTH ,L ~ ~ ~ ~ ~ ~
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_ _ ~ +00 / r' f~1 x-00 62+00 63+00 59+00 ~ / l f ~ 57+00 58+00 ~
~g 55+00 56+00 j { ~ / ~ Asphalt Pavement . 00 ! I / ~ ~ r r r
..m
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~-w _.T _ ~ _ _ ~ - i ~ ~ ~ TOTAL ZONE ~ DUFFER ~nP
® ~r~ NEW 6 V ~ DOS ,i IMPACT ~ 454 S. FT> to Rl4V
Ex. Ditch--~ / ~ LIMIT OF DiSTUR13ANCE NEW F6RE HYDRANT ASS~MDLY ~ i ~ 10 FT, WIDE Ex, roB cur ~ / / ~ ~ D34
(.7L~.i; 10 FT TOTAL WIDTH r / / r NEW 6 PVC W ! 6" PYC CATER ~,I ~ ~ ~D
~ XI fiIN T AN P RTATI N E S G R SO O i®G°~!, / ! (5 OFF EOPa T~° ~ , 145 LF OF SILT FENCE , FAClLITY3 OFF OPa T~'Pa~ , ti ~ ~ m
i TAI ~ EE DE L 6 n
t { cy / r TOTAL ZONE 1 SUFFER
1 IMPACT 7 FT. ~ 05 SQ> Odor ~ ~ ~
~ ~ / f / 1 FT. WIDE ~ D ~ ~ ~ r 4 . 'mo'w, .~'a
~ 4 / f E r ~ / / f {E9STING TR SPORTATION -
~r q / i ,~~I FACILITY9 b ~
/ f ~ n - Vim`' 4 y ~
~ /Q ~ f STRE CROSSING S31 f / ~ 1 ~ 'i``. t ~
~ / 11NTERITTENT) / ~ / / ~ IMPACT LENGTH ffi p FT. ' ~ '
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U~ ~ ~ e o ~ e~---- ~ _ W w p _ _ _ -
inn ~ ~C:m~..-.... inn _ ~ ° nn inn . , ..-.LOA-.- ~-..1-~ . , ,.._LAt~._..... _.Lp(~~ ...._J.~.::.~ , t nn inn nn L9& E28 E~E7 -k99-- 6~GF3 J.9A~~'.'-:~ 4 _ t . . - _ 0 ..inn-W .LRp-...__~..Lnn ~ ~nn ~ - _ 190. Lflt~~- ~ . L0~ - - - -Lb~6 - - -lpp - , ~ - ~ J.- ~ _ m
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Ex. ~ :h o _ ~ ~ ~ ~ ~ LIMIT OF D~STURDANCE N W PV A Ex. roa M~ NEVd " G~ I ~ Row Cedars
E fi C W TER MAIN TEMP CHECf~ DAM 7 FT TA 1 TO WI TM 0 L D NEB FIRE HER T A~SSLY ~
~ TYP.~ TAI • (5' OFF EOP, TYP<) t SEE DE L
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. ~ a s a t e ~ ~ ~ ~ ~ e ~ Asphalt Pavement I .
CJ I ``~',,,,,~`~",,,x.,~"`= too--m-_-~_` W -----aea--- - eaa _ 7 aea eaa- ee-i-- ee~r --a ° eC
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r~ C1 ~ I ~ NEW PVC p='ATER i~a~a~ 1~:1~;;~' "Fl~:v:~~ ~ '~i ~ C~~~.~~~ I~l' . ~ ~ Row Cedar -
a ~ ~ t5' OFF EOPB TYP.} (TYP.) SEE DE' YPa) SEE DETAl~. ;1~, LI6T OF DIST~'"'~ICE
R.. --G~; 1o FT TOTAL ITT ~I~ '11 l'r
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a a ~ i,
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e _ _ _ - 881 Dl 88't ADl e9~ --65-1 I it
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~ o o ~ Woods n Row L'edor~/ ~ C9
LIMIT OF D9STUR6AN E NEW PVC MATER MAIN C)~ s 25LF OF SILT FENCE 'ATE MAIN
x--161 y ~ 1 FT TOTAL WIDTH t" OFF EO, TYP,} NE ~ G ~ EO SEE DETAIL 6 'P,}
o. NEW FIRE HYDRANT ASSEMDLY
ARC FILTER fTYP.) 5 • m» ~
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120+00 121-00 122-00 123-00 124+00 12 ! '
~ , ~ ~ t® e Asphalt Pavement F° `I ~
U7 ee~ ee~ -ae=~ - ~ i ~ ~ ~ • , 61 asl- ere ~e~- ~ ~Bl 9Dl
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NEW GV DOS E~ Ex. 1OB~ PP ter- hlOadS I~ ~ L TEMP CHECK QA 7 LIMIT OF pISTUREANCE ~
NEW FIRE HYDR T ASSEMBLY ~ -r it fTYP9~ SEE DETAiL »1~. 10 FT TOTAL WIDTH ~ j~ ~ ~
~ NEW " PVC WATER MAIN
OFF EOP, TYP.} ~ ! '
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SEE SHEET C.5, cu ~ ~ I~
~ r, z
~p j/ ~$w tld~ I

~ I ~
TEMP. OONST< EASEMENT _ f fb
~p°~~4') ~ t... aal , I ~ ~ t f I
6 -
I ~ o;, ~ ~ ~ 6 ~ ~ ~ 1
~ ~ f ~Y ~ ~ __.._r ~
~ ~
~'+aa 126+Oa + ~ 127 as 128+a0 129+04 130+aa 131+a0 132+00 133+Oa 134+Oa 134+00 136+(?0 136~-t?0 937-~00 i ~ ~ ~1~ ~1
~ ~ d ~ ~8-,-+, ~ I g n '
Asphalt Pavement ~ ( - a
r,. t ao~ ear ~ - o ~ i 94l I
{v., =~li7D----....LOb' ~i i;i3'.-.°,- t,,,"°'""-^°'-.' ' i:,u - tCB- ..LOB LOo" =-=-'LOB '.'LOD"""_ ' '.Oi"'~' ' 'L9D"_~ (3© t04 't~""° '~0"~.... 'COa'~ . tTTtl~'""' , r~-..._~..-.. . ~..,T.... L.~..~_. , , . L~,.m,,,_. ~ g~~T -`86-- ~l. II----------------~._~__.~_.~.._..._._._..~.~----.--------------- - - - _ {AB -`86-x.°°---•-.°-_.•. t9L~ ' 'I'66"~-'---' LSIB~"` C'OP"'_ ' • ~ - '1.~'.~,r-,-_.._ ' .I ,w g~.~$~y - - - ~ . ~ ~ ~ ~ ~ v.. ~ - , ~ ~ d~ td
' 1 i~ ~ ~r"c (1 E ~ d ~ ..L" I 9 I
- PP ~ Wood ~ ~ Woods ~ $ ~
~ i{ ~o~ ~
~ t~~ TEMP CHECK DAM 7 ,I .to: LIMIT OF NEW " GV I3O~ ~ . ' ~ ~ ° n ~ .LIMIT OF DISTRDANCE ~ ~ ~ • ~
~ ~I NEW 6"' PV WATER M~JN ~TYPoJ SEE DETAIL Ts C~ ~ 1p FT 1p FT TOTAL WIDTH I ~ I ~ II
~ ~ E5' OFF EOP, TYP,) ~ I ~ ~ -
v ~ i ~,d~•
~ ~ ~ Q
~ U ~ ~ ~ ~ ~ I p i G ~
~ a ~ _ _ - ~ .Q ~ r J~
4~ ~ W ~ r r ~ ~ •ii ~ I
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HSE
cv c Q ~ NEW 6" PVC AR MAIN-----'
SEE SHEET 0.5.10
4.Cr ZLo
--I - BMW - - - - mmmmmmmmmmm=

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VJ 100-YEAR FLOOD ELEVATIONS 5S FEET a
U
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DON M. ANDERSON FARMS, INC, I i
I ~ D61PGa 1513!1060
I
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1

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a ~.a ~a ~a ~~a va Vd ua 7ra ~`Sft:~ aK"^q~' 4 sf~~:,ti'~ $~Y+a;
/ ~f x x x x x x x x x X x- { ~\'9~~~ Vdti "va !~d t/d Vd Vd l/d lJb -X x x x x ~ ~ - ,i - ~ -
{
ail j^~ ~tl~ ~ ,~t,da
d~tl
EX. ~2}t ~ ~
Ex. Buttd(ny ~ '
I -EX. ~UI~C~I~LJ ~ ~
av .-s ~ ~~:k
ii ii i~ i i Ex. Elevated Tank ? a . ~ . c~
Ex. Earm Meld ` ~

i
i~ ~
Ex. Tree n G.e ~
d~ i~^,
Ex. 6' Chain E_ink Eence ~ ~ ~.tl
\ 6 ~ EJl
~i Q
I~
Ex. Se fic Tank I, Ex. Tree P Ex. Oak `-Ex. Oak Tree
i
0 = i
Ex. Tree
~i S e
;1 i' _ I
j i~ r i
Ex. Farm Field
~ ~ Ex. 0ebrrs-~~ ,
Ex. Tree ~ i~
EDGEC0M6E COUNTY DOARD OF EDUCATION
DD1PGa X613135 mm d" m A ~ ~ ~ ~
i 1fd Vd tM ltd Vd l/d Vd I! y ' - i .a
s ~ ~
~^'d' ~tl d m~ F~,°~<~ ~ ~
f yw~ ~ @~ ''~o,
t ' d d tl A i ~ _ ~ L.~
ee W La I ii
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4 L ~ So-° ~
d~ ~ PAUL GARY DON M, ANDERSON FARMS, INC. ; ,
ELL G Y DD1PG~ 1513//060 ~ ~ ~
DD1P~ 13761447 ~ > , m ~ i s -ail
I 8 8 Ii ~ ~ ' ,,d8 S .c 'sp 1 ~ ~ r
~ ~ a A S 1 .~a. I P
i I ~E x. Oebns
I /
, ~ ~ I o k:"
I S bid
l . Earm Fte d Ex 8 - t ~I I
_ . X-=~f-dX - . i I 1 e ^ .e > 9
M P~qf C a*"°
Ex. Shelter ~ ~ X n m4% B 1
~ ~ ~ SPEED VOLUNTEER FIRE DEPT. ; ~ o D6P:1 4 ~ a~~', n ®m0 a
~ ~ D G 01 /501 ~ III I e ' Ex. G8" Oak Trea
,1 Ex. Noose ~ ~ . g ~ 4 4D ~
8 ~'F r 4 g V
8 i I b: ill kr 3 i s~! S ~ i ~ f• ~ it
li r r ~ 4 j
S il'i e.A ~ pp~~ ~r ~ ' n n a A .
vwq {{ff dy ~l ~ ~ E KM 1IX J ~ vo <.JI
ii Town af5peed Volunteer Fire Department X '~yb~ ~
~ ~ 4dlg p " Af s i~ ~xt I~ 4
_ ~ Ex. Qrrt Drtve: r
O - O , v
Y` ~ Ex. ~8" Oak Tree o X
i ~ ~ ~ ~ ~ 4 i
I; _ Q
~ PP ~ Ex, 15' pouble Gate ~ o X ~ , ti ~C X _ ti
! ~ ~ ~ Ex. Asphalt Drrve J _ _ w ~ ~ ~ ~ - o x
~ Ex. Telephoiae_ w I , . II
Rl _ _ ~ ' ~ Pedestal ~ ' , ~ ~ ~ X
_ 72 _ ~ i', it

, i 1 i _ 7~ t, -
Ex. 15" RGP` - I
Ex. 15" RCF' I~ _ 15" RCF' ~ _ ~ e s. Ex. 15~` ROP ~ - p 1 ii
~ ~ 1 1 a '.1 qq ~ ~ t ~ i f ; i~ ~ 'i C.~u: F.. ,
.A
2 I _ m~ 72 - ~ 70 72 . - .w r _ __,Y 70 F, . 11 -^w r ~ ,_s...:
w . i ~ _ _ _ I ' ~Gs~~e x _ _
W ~ - ~ ~ _ ..a.
~ ~ v ~ nor a ~ ~ ~ ~ ~ ~ ~ ~ RIB '
~ ~ 0 PP PP ca
~ W ~ w[~ p~ Ex.. 4" PVG Wafer Line ~ ~P o~~ ~ t ~ ~ ~ SHEEP
y
Ex. l=ire hydrant h drai~t `
I w w 4a
~ W
--33 5L 3mMMm-::=

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W
~ ' CONTRACTOR SHALL FIELD VERIFY LOCATION
4a OF ALL UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR TO COORDINATE TANK
C~ DEMOLITION WITH COUNTY STAFF TO LIMIT
DISRUPTION OF OWNER'S ACTIVITIES ON SITE. f!~
ONT A T R HA N T! C R C O S LL GO DUCT DEOLI ON ~~,j
ACTIVITIES ACCORDING TO SPECIFICATIONS AND OSHA DON M. DERSON F MS, INC.
it DBIPG< 1513I1O60 REQUIREMENTS FOR SAFETY OF CONCTRACTOR, a ~
OWNER, AND THE PUBLIC, ~
. T K TO B DECOME PROPERTY OF CONTRACTOR
ONCE T K HAS SEEN DEMOLISHED.
CONTRACTOR SHALL REMOVE TANK COMPONENTS
WITHIN 7 DAYS OF TANK DEMOLITION TO ALLOW Ex. Form Field CONSTRUCTION OF NEW ELEVATED T K.
CONTRACTOR TO REMOVE TANK TO GROUT FOOTINGS.
5. CONTRACTOR SHALL GRADE AND RETURN SITE TO EKISTING GRADE AFTER TANK REMOVAL AND
RESEED DISTURBED AREA,
CONTRACTOR RESPONSIBLE FOR CLEARING I
TREES DISPOSING OF TREE DEBRIS NECESSARY
FOR CONSTRUCTION OF TANK VAULT ,-Ex. 6' Choirs (.ink Fence
x x x x x x x x Y _v_ -vai~ ~-"~re~ 'Ira X X X X X X, X X
'Vd ild ltd 1/d 7/d Ex. Building--~ ~,d „a ~Fa ~~a dFl a.
j, To Remain
r i ~ ~
Ex, Building - ~a Ex. Well
r To Ren~an
r ~ ~,f .
~ 4 ~s.
I I ti "`~-Ex. 75,000 GALLON ~ _ ELEVATED WATER TANK TO
~E REMOVED '
Ex. Farm Field Ex. Farm Field ~
'i z
4 LA ~ `
d!1 !1 C D~;` ~r EA ~
a
re Ex T e m m ~
T o Remain ~ ~ d
T1P. .r..,. °,,=p I- ~ -
I
Ex, 48° Oak free ~ G Ex. Tree To Remain
To Remain
i
Ex. Septic Tank Ex. Tree
To Rernain
_ -
Ex. Trey
To Remain tY~ °~rm Y s~~.mw~nm~q..~®4~
I'~. pia va vd era va era ~~d p I ~
EDGECODE COUNTY BOARD OF EDUCATION Ex. l7ebris To e~mU : { ,a~@ a a
DBIP~ it I t#~ Be relocated
eat
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r a°~
PAUL GARY N N FA M !N DON M, A DERSO R S, C, a t , ~ f
ADELL GARY ' ~ DBIPG~ 113Ii060 ~ DB/PG-0137SI447 ~ e
a s ~
~0 8 e4 B d°°
a~ 6 f i X t B ¢ c + - ' B
I d l/ "i
1 5 , ~ ~ db li
s~:
~ e e. ~..~~d v'8 -3
i
Ex. Farm Field & t
it A 4 {
B 0
Ex. Debris T©-~,
-=~4} X Be Refocafed °
X--~-- k# - ,
. $ ..~_.~.,,~,a,~»"+{ `tom°~ se~ w
!I Ex. Sheffer ~ i J J J
d ~ SPEED VOLUNTEER FIRE DEPT, ~ r i
DBIPG>1Q14I5D1 ~I ~ ° e a a
Ex. House x ~ C ~ ~ r C e `v y
t 1 s ~ ~ ' Q~ .za~91 ~e
I, 4 a i~
X Ex. 4r3" Oak Tree a ? Ex. 48" Oak
1o Be Removed v ~ ~ Tree Ta Be i ~
Towr+ of e Spe d Volunteer Fir Q e (Je arfinenf ~ Removed F, ~ ; 1
P X `o p. ~ P ad 1 a~~bm~aed ~~m+ i J~
r ~ ~ Ex. Dirt Drrve ,1 f~- i
k N ° > ~
w W ~ - - i
Q ? w 'i~v~~ ~~ia
N Q ~ ~ it ~ ~ Ex. 15'Double Oafe 4
~ ~ ~c X ~ ~o ~n
~ ~ ~ ~ ti Ex. Asphalt Drive ti a ~ ~ ~ a. n. Ex. T efephone , ~
I ~ ~ '~-~--Y~. ~ ~Pedesta( p '---.~~--~--:~,.-X ,
Ex. 75" RCP _ _ _ _ _ _ _ _ X n X' ~ ~ ~
_ 'CP - ~ ~ _i . - ~-1~ F~°'~J~GT NO.e
~ ~ 4
l ~+.1 x.15 "~RG l~ ~ P
6N ge.a,.a ,f
i tx d qW w
pp'~ e~ ~J ~tJ
~ ~
y 1 r.... ~ _ 1.. ~ .
~ ~ Ex. TOB ~ ~ v Y _
a~ v s X -o > ~X ' > J ~ ~ ~ i m NE
r q ~ q o Ex. 4" Water dine O ~ Q Q
n. _
a o o ° EX. FH ~ ~ ~ b 0 0
Q~ LQ a C7 C9 (D ~ C9 ~
C) Lu u w w
1~~~ -
Cad
IIX
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' I, Don M. Andersen Farrns, Inc
DB~PG~ 1513/1060
II l ~
i v
~ \a
~ i h`
I
'I Ili
1
I' Ex, Form Field
I
I~ I~
.
`C X X X X X X X X X X E I ~ v~- ~ ~ ~~a w~ ,°a ,°a „d ,°d ~I t/d 5ld ltd bd
d!1 ~ a 30 00 00 ~~o
i~ 4 l~ Ii Tt LL~~ ~
Ex. Building 1 ! To Remain ~ Ex. E 1 " ~ 3 0' Ex. Buildin Ex. Well 9 Tv Rerftain ~ ~ ~
' ~ to f ' t? ~I fo Remain
~ ~
4 ,Q (I Q ~ _
z ~ ~ ~
I I
E, I TO B E, ELEVATED 'MATER TANK T4 ~E REMOVED
Ex, free To it l~_ t 1 ~
~ r _ Remain 1 ;.ail H ~_m '~~~J~~ti~ _ _ _
~I, "r°ioh Vurthin~~ I~;i~~ir~~ I !v~;ilii~~,i
0 ~t~~r~°.I~ ,uil 11 ,li'n; ~;;~7; u_. l1~.°~.-ddh ~ ~
~ i ~ I~it _ °rncr ~.~Ila,_.~_I _~4~~°_ 4.
I ~i,li:U1 },;~,)~lr q~;~, Ex. Tree To dl i'r°ri~ci(~ 1~nrn~r I Ili ~ -.---_.__.__..W._ v Remain ~ Ex. Farm Field " ~ ~
° << ~ ~ I , T I,r„ It°,het4;.uinc~ ~,I1~1,3. [u°(~ _.alt~<<°1?iG,• f~ TREE PROTECTION FENCE ~ ~ SEE DETAIP
'~~~~I :it°°;cr! t rnn~r f•I I.'i.=16 ~ '~1;;~[i~l" ~ *a `e
•l°~ l~~llcc.:lin~cr t;11=i~t1 o~ vlw In'~ ii Ex. tree To Ex. Sep tie lank
`i . i Remain T1R~1/P ~'~~`~11 I `Il~c i t~f15CP Q((i ~t3i~if: ill-~,-
~i, °i~l~f~ii~i~;.~.i>tin<<! 'IL°~,"(,ul ~i, iii,(?1-4~
_ Ex. 48° Qak 7 ~~~4 ~ ;~,i1, 5..x.1, li13 ~ al:~ ,u~l! r ° ur r I I_ ( , ~4 C ~ < Cj To Remain -Ex. 48° Qok Tree _ - _ To Remain _ _ _ - _
~?~Ll'~~°,~1-auli(.urn~ h;li.~~(i'(ib~ ~ul'»l.lti~i; (,ii
~,r-- _ '~~~11~1~1'ti5`lilll(~t°filC~' i,~.~ -.~?,''I °~~,_Ij. ~ '
\`oti ~,l~l~i (i~l RCf 'I I ,-4J1 I f.l(,. ~:(i, 1
U1141„h~ I_~~. I.-~ ~~i;l l°)1~~ ii°)1il ii ~ ~ ,
F®
i l.+
Fi

Edgecor~be County Board f4 I ~ ~
o~ Education DB#PG> 26B/3B LIMIT f DISTURBANCE ~
i ~ Ex. Tree To Remain DANCE ~ - - °i
- Ala ~ atd ve 1rd vd va va ~ m

~ - l
i I ? I
i
E;~. DEBRIS TO EE RELOCATED l EY CONTRACTOR BN NORTHEAST '~l
B B 140 190 LOT CORNER O PROPERTY
~ FOR ~/ATER T K a - ~o ~o roe ~t~t~ lq6 ~o ,
X X ~
ji x ~ NEB " OVERFLOW
Don M. Andersen Farrns, Inc j Paul Gary DB/PG~ 151311060 NEB 6`° GV ~ 134 ~ SILT FENCE AS REQUIRE
Adel! Gary I SEE SILT FENCE DETAIL r~°
DB/PG>13761447 NEB 2-6" 90~ BEND ~
I° ~
~ - ~ NEB 204,444 GALLON
P° N s 6 DIP x. E 6'Chain-Mink Fence ~ ~ , ~ ELEVATED WATER TANK 1 I- ~ --G,- ~ l
PIPE s
Ex. Farm Field e ~ j
X--~'-~X ~ -mod-'
NE~f CONTROL PANEL o a o °d ~ NEB YARD LIGHT AND
x ~ ~ Ex. shelter ~ ~ ° LIGHT POL ~ ' SEE DETAI C.~.5 ! l
~ ti ~ ~ REMOVE E4 46°` OAK TREE d d 0.
Speed Volunteer Frre
Department Ex. House DBIPG> 1014!501 ~ o
o i ~ ~ ~ - ~ ~ REMOVE EX< 4~" OAK TREE ~
-°c ~ ;'a 47
I i
u _ ~ ~ NEB 12° GRAVEL DR. ~ll!, I
Town of Speed Volunteer W Fire Department NEB 142 LF OF 1°' DIP 6" C TO REPLACE I,
of x ~ I ~ I~ ~ O ~ ~ I ~ EXISTING ASPHALT DR.
r NEON VALVE VAUL ~J - r I ~ ~ SEE DETAIL ~
Ex. Dirt Drive Elf 6`° DIP DRAIN PIPE TO ~u
DRAIN INTO ROADSIDE DITCH ` ~ TEMP. CONSTRUCTION ENTR CE 'l,
v x ~n~ SEE DETAI
~ ~ ff~ ~ 1,
o ~ 325 LF OF NEB 6°
~P x CHAIN LINK FENCE o ~ Ex. Asphalt Drive ~ ` `V REMOVE 12 LF OF EXa FENCE ~ . ~ D INSTALL NEB 12° DOUBLE- Ye - -
~ J ~J J J ~ \ ~ HUNG GATE FOR ACCESS TO ~W ~l
k Ex. Ditch Rl W ~ _ Q li . ; ~ ~ CATER TANK l ° ° °
NCGS MONUMENT "SPEED" Ex. TOB Rd - ~ ! ~ I Ex. Telephone ~
ELEV,60a93 Ex. 15"RCP ~ ~-T _ N=2460498eG1 _ _ J ~ - - , - ~ ~ PedestoJ
E=811324,73 ~ ~ ~ - Ex. TOB Ex. 95" RCP---~
NAD 88 ~l
EXISTIPvIG T,8 AT THE IS1_AND TRAFFIC o _ ~ ° ~ s Ex. Rey ~ 1 ~ ~~I~CT
INTERSECTION pF ~ d°" y~ ~~Q~ ~ A~T ~ , Asphalt Pavemenf ~0 20 30° X 20° 134RE PIT ~ eB i _ NEB 12 GV ~ 64X ~ ~
NCSR 1508 & NG 122 l+.l < < "'fE;
AR'
. -
_ - 4 w ~a ~u _ _ _ _ 4~ _
~ R1 ~t -n
> ~ ~ ~ ~ a0. ~ ~ ~ ~ ~ ~n ®~(~io q, ~ _ _
~ pal ' q0. PP a¢, Ala PA wtt PP w~ a°~ `v~ q0. ~ IV.(}C~~~'( ~ ~ ~ - 'a~,CC - ~m~ PP ~ i
~ y ] 'I ~ NEB PVC CATER MAIN j
NEB 12'° PVC CATER AIN i~ Ex. PvC water Cr`ne °~n °~n
SEE SHEET C.3,7 Fv ~;rA h,,,-~rnM~ -~rnM, k~ ~ . _ ....__m ws.. SEE SHEET .3.7 ~ SHEEI° .x~ ~ l
w - 4U L Uh IT' Ulf" NSA I L U.
An I O "STEEL Efwr'.~ w,voEaIT,
h .r A WALL THICKNESS 0.250" - -
TEMPORARY CC."7T.E Y COST. EASEMENT INS`.... LED BY DRY 13ORE AND JACKI,JG>
(15'x Ago X r--`OVER'T r'.T
{

j'
~ ~ ~
S~ ~ L D ~ LOD L4D LOD LOD LO'b LOD - - LOD LOD l.Ot?
l a
~ ~
~ i' N P T IN E OPER Y L E I~
~ I
r
~4

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NOT
S P IT 1~ P F OT MINIMUM 0 S 8 E E E O T ASSURE POSITIVE DRAINAGE
I NEW 2x09000 GALLON I I
ELEVATED TANK Ex15t~~,g i
Grovel 'I
Dt'ive d r {
G
~I~_
~:q {
f I', !1
J+
d ® i ` '§a
i~ , A , . _ _ ~ _ _ ~ e 6
~T_:.~ _ ~ d ~1 ,pig, ~~~.'~~'ld~~=' ';fllim ~ 1~b,tRt~.d4~ C7 EXiStlrog ~ ~ ~ ~ ~TCIVEI ';Ab~~\ +
_ _ ~ ~ J I Drina A i; ~ ~ ~
,1 d~,~ r1, , - I ~ r I ~ ~ ir`?1~~ ~s ~I i I ~ ~s
1 ~ r y L 9 C II\v t~ 1~ •~1'~~ 4. 6 1fo I~ ~ ~{1 1 tl l ~ ``r~~~o1~~1~~.~ d to . i E~~1 ~ ~ ~ h IC ~ ~ ~
d ICI ~ ~.^s t ~ U' r4 rliru~ 'l~li'''(er~~. r°~ d
o ~I - i ,e~.~., m Ex. Chain ~ Link Fence
6 r ~ i ~ .,.i. ~ ~ ~ a ir~ z~'' 'S G ~ " A °~d I ~ d ~ 9''~t91,s,1~!' ~!Fi~.. ~ ~ ~~.it;,...~~t,<.y~~ ~`#~71.'.,~rC~.,~>~?1r~ i N,_ I ~ m ~ti ~ ~ d° ,r,r,
I I d 3;' ~°E r ~ ~ _e k ~Y~ d~ ii ~11'~. P, J ~ - ~'-~'k~ 11 ~1~ e vti~34 ~4~ d r°'"°` p- ~ A l u A
I e 1 E ®~C) , S I 1 f C ,~~s.e.~ ' ~ V~~ ~ _ _ ~l *•,,.,a s'
Y': I~'e l ` ~3i:~E.'d' I t1 ~ ~ '1, c,~~ ~ Pd~~_r I ~~',d, i~~l'~","! r ~ lil ®1w d ss~ i ~ cm a.
l ~ J ~ it K ~ l ~ ~ ~ ~ ~,:.V. b ~ ~ `'9 ' d l l ~ / ~ -~~tr"~j. - 0 10 20 30 40
~ i G_~~ ~~LI.a.I, p~,.~.s91~_r i rye f J~~:r. 6. ,~7,~~Y~v,~4~_ s'
m ~-°i , 5 ~n „1 r~ ~ a~3 ~ ~ ~d q ~
I,I,~ d~~~4~ ~'4B~d~W~~~~,i;. D~,,.~r,1o~~t~; ~~1~~1,~.~.h _ II - MEIN 6 CHAIN ~ 1 10
4 - ~ °e. ~ l7 f q % n ~ ~ s JJ i. p- ~ ~ 11 ~ z.~.. C ~ d ,i .x. i~ 7, ~ ~ I a. M'~ t < ~ I I " ~ i ~ ~ d ~ r ~ I ~ H i c`f ,mild c,9_~1 f~,17, .r.i,i -4w.I,7a 1. ~~.i .l 1N F L K ENCE s ~ r
t t, w, , , j~' ~~ti,t~ .2i~.~. ,~i6'..'~,~~'d"~~'-'~~ ,1C:c~h ~~°~}O~iL~/C?.i1~.5j~ i~r.~S-~ ~ / \ i li xs - ,met,..-_-~,.~<,m!~ - I' j ~m.m.~~a ~ J
~?~i .i 3~~ ~ " "n. s y ~ ~ ' CE 1 5 st P \ _ l -t ;714d6fl i,i~l'31~- ~ 1 ~ 1 ~ ~ ~ ~ _l ~ u' -~'L) I r~P'~.~ ,tl~~~ .Ld _ i
.~:,.e
'il - : - ~ N ~ ~ ~V ~ SILT RENGE AS REQUIRED i SEE DETAIL
/ l .~0: ~ i ~ ~ ~
/ ~ ~
~ 12° ~ ~ i ' ~ II
n I 1
J j 74.6
i C7o ~ ~ 94 - r
`t
0
OVERFLOW o~j Q~~ ~ ~ -
DRAIN B
...9..... ffi.. 1 s ~ /4 ® R . U
o NEW Y D LIG' ~ARG LIGHT I POLE ':;~-E' ~
4«~' AND POLE NEW `;CONTROL ~ 74.5 ~ m~
P Eli ~ CJ ~ , a
fl ~ C~~ ~ Qa~` ~ 'C~o ~ C ~a ~ m_
a ~ o ~ ~ a ~ ~ o Q
~ o n ~ c~ ~ ~ ~ Q .
c~ a o c~ ~t ~ ~ a ~ ~ o o ~ o ~ Qo--~. o ~ ~ c ~2' GAVEL
n~`~ 9 9 C~ Q ~ ~-``Q~ C~ ~C~~ a 7.~~ C Flu y 691 ~ , ~ ' 1. ~ ~ r _ ti, V TOP pF , ~ , ,
~ ~ ~ ~ ~ ; E ~Tli~i~ ~ ~iVWAY ~ m
~n ~ ~ E~ ~ ~ a
~ ~ o ~ ~ ~ ~
i
R2 ~ o t~ ~ Q I
4 ` Q ~ Q' I •-d i o~
Q o Q !1 ~ ~ ~
~ ~ O NEW PIPE ECLLAR( IPE EOLL D tTYP.) o
SEE DETAIL 1 ~ 5 ETAIL Q

0 0~ ~ ~
r~ 0 ~ ~
NEW VALVE VAULT
C~ SEE DETAIL fl ~ t ~
;6; o ~ C? ~
o ~ ~ ~ ~
~1 ~ 3 / ~a
~ - 74.0 ~ a '
20 73.9 R 2 S
t'1~28 - ~ ° ~C~ o~ ~
Ex. As halt Drive 1 P a
a ~'i
Cr C? t
~'i ~
~ ~ n~ ; 1; i
--70
1 a~
Qa
_ _ _ _ J Q ~ p iI
Q NEW ~4° C NEW ~4° DOELE ~ \
- ~ ~ SWING GA SWING GATE ~ ~
Ex, 6 `Chain L+nk Fence o ~ ~ t~ ~ ~;~c
- ~ o 00 ~ `
r- 'I ' Q ~ Ex. Felephana Pedes#al ~ ~~ILuT NOr.
/W a.
GJ _ ~ ~ R!W
' ~
~C
_ _ _ at
Ex. (raved - 70.11 i II X. ~I]VC1`t = 7Q. 11
. . _ . _ ~~Q Q0 ~ ~ ~ Ex. Invert =
I _ T~ Q ~ _ ;-~1 a tJ ~ / 70.08 - ~ -
_ _ .Q.,
'i i
I _ ~ J
i Ajw- 0 11 71
Q~ Lij fe§ 0~O 719 71.E L O-2-0(
Cj Lva I kZ la l
,tC~~J Ex, 15 RCP_
I

~.u _ s _
j
~ i 1~UCTU AL NOTES ~ s o,
~C ~ o , i 1. DESIGN LOADS r>7 14 -0 A.EASIC DESIGN WIND VELOCITY ~ VELOCITY ~ X25 MPH j
c~ ~ $ S.SEISIC ZONE 1 CENTER RISER PIER 2,DIMENSIONS ELEVATIONS D DET~
~ D FOUNDATION. - MAY NOT SUIT TW A 1~UAL TANK NSs D DETAILS O THESE DRAWINGS
~ ~ ~ SEE SPECIFICATIONS ~ E C ' ~ FOR REQUIREMENTS SHALL FURNISH ALL PI-ANTa LABOR ACTUAL TANK PR~'VIDED. THE CONTRACTOR ~L T~ LABOR, Ft' 1E ~..~i~ ~ MATERIAL. j
12"'X1S''X14" ALUMINUM - 4"~'~' ACCESS DOOR REQUIRED FOR TI~,_. G~ .°t.Ll~ M U~ ,8 , ~ ; .:Y, AND 1
j PLENUM ERECTION D.n. AN : ~ _ - _T;U~_E~ DTI ~~LU_~ ~ ~T "~',`~E TER Taw-<
~°°X16'° BRICK V NT WITW A~F"~ =I,,~,,, ~lir a. E
i ~ 9 -,Y G ~FQ r, A ~NL,~, ~~r ~U. FO C~.,..+I E._~ AND L . T OB R S UCTION LIGHTING CONTROLLER ~ , ~'.0,, I I SEC ~~ND BY THE C'~. ~
6a 4 ~,~y 3,FO a ~U;,I ~I ru ~a
D.L INLETB A." ; ~~,s~~'TOI~ TO SUBMIT FC..! OUTLET ~ rte ~~'"~~~,I. , ~ WITH AA ~ " SUE T F ~s,TlO~ 1 V SOIL ' t o
~ ~I ~ H~N,~l~ IN SPECIFICATIONS, ~ 11 11 - s, iC~TIUIv~,
~ of a ~~~i ~>~ad~l~~~,~lra1-v' PAN EL M n
~ 1 A. ALL CC .sR~.TE SHALL DEVELOP ALL DEVELOP A MIN. COMPRESSIVE
c~ TREI ; -I ;A~~r 3;000 P.S,I. AT Q ~ ~ Ii BALL 'I,~. _C~~>IG~~C, STEEL SHALL TO WATER MAIN , ~O P.S.14 AT 2S DAYS. STEEL SHALL DEFORMED BARS
CONFOF ~ ~ TO AST A615, GI ST A15, GR E 0,
!I C>PIPE PP'_ES SHALL CONFORM TI 11 11 - CONFORM TO ASTM A5~, TYPE E
~ ~ Q OR S, UADE B M -M .PLATE AND B S AL GONI J D S L J SHALL GOI' 'OM TO ASTM
4 WALL V SLEE E c n CONN CT R E O ~ (TYP, OF ) E..NCWOI: E~,_T ~I C f OR '°L'.. COQ F'. < TO ASTM. A07 OR A
° ~f~R;~~~ TO ACI1$°.
6.C:~ I~rOT n L~'.C'~:: L,~{;~o: ,IST 2 I VALVE P!T .~J~9T:r~ ~.ti~~~"'~LT~~ a ~~C. ,~:iT PIERS° TIE BEAMS, OR I~~~
•„1«,,y a, w C.6.5 26-DAY CGC1~~ I~ ~a ~ '~T,~ DEVELOPED ITS FULL S
~ ° SUMP ~ 7,TO OF A~ ~ . ~ . it9 ~ , ~~~'~:ED LEVFL A~~~ T~ BE
_ PUMP j' WITHIN +l ~ ~ ~.L_ ~,T GATE VALVE ~ BE FU~'Vh'~,~~~~~.; n~`3m/~~~~LED C:1 ~.~~r ~ n~ION SHWL~ TO
fNRS3 BOX < ~ _ !'i SUMP DISCHARGE ii 6.ANCHOR ~ u S ~i ti ~y~~ ~bITMIN 'a~~ ~ I' ON TOP PIERS DETAILED. I~ 11S"° OF CORREC"~ LOCATION, i~ ~ I
TO PE APL 9w1~~~~~ c ~~IE'w 1/B°' TO ill T J 1l~ AND W TH PROJECTION ~ ~ ~ w
oa 2'X2'X6" VENT ABOVE THE `,-CI ~I~ ~ ti-l~.~~, 1 4 D,I. DRAIN PIPE ~TYP. OF 3~ ~ ~ ' ' , ^ ~ "~rt,~=~~., a ° .~,~n NOT T~ SCALD e.~ TF -°a~:.~ WITI~ 1C: 1~4 OI E
CONCRETE PAD 0 , ~',e~,o Ne.D , ~r...~ . ~_c ~I CONC, SPLASH PAD , P ~ . , 3 x 3 ACCESS ~.t fi ~ - ~ - ~"II~~ ENSIC ~ 'OR T~ ; Ct~LUMN ~ ~L ~~~c;,,,L~~,A .v;~S d,I~~CHO BOLTS
WATCW WITW STEPS R~ ~r~,~, ~ ~~av~~~~~ ~ d s~~~, ~a~L;,; f ASS HC"°N O El _VTED MATER
9, a ~
i ~ : ~ 9> I~'v 'r Sv TWER~"~ I~ ~ ;"9T~.Dp CH F < < OTE.DA CH FER ALL r"T "~e,~'_ EXPOSED . ~=v ` -
CCe~,v~~.>~ OF Cf1.JC~'~~T~. WITW 1d2 TE WITH iB°° ~4 ~
NaT SCALE. ; , - _ - _

it „ IA G.E. CATALC R1S1 S~ : P.
I 12 X~$ X14 , ALUMINUM W~ E SWITCH O+r< EQUAL TANK SUPPORT "
PLENUM i ~ n~ -
NOTEa " " E
ACCESS O 4 X D R 6 SLOPE TOP OF CONCRETE WITW OUTSIDE INSIDE I' 1°~l2'° CONDUIT 1
~ IN-LINE EXHAUST FAN< 305 CF 1I6" PER FT. FROM CENTER LATCH HANDLE AND WASP "a oa
x.05 STATIC PRESSURE 147 WATT TO 4 I T IN T I N ~ S S DES> M M CK S. ES ALU,1n3~dUM VENT ANDCO INC, ' I~ 115 VOLTS FANT W M Ae~ r
EC ODEL NO, L L BB°6, 7-5f6 K15-516 ~ FX6XL. PROVIDE WI D SCONNECT ~ i, i ITW INSECT SCREEN AND 1°1~2°° TO f°' REDUCING BUSHING ~
SWITCH REVERS A TIN TH T ' E C G ERMOSTA _HMP ER> 3 REQ D _ _
i ~I 2 EXTRA ~4 I'., I;
25"TREATED CLASS Sl ES OF OP NIN a D E G RI R PBPE SE 'e 4 CJ 4 CONC, CURS I F ~
WOOD POLE INLETf OUTLET { , ~
FL IN ASW G
4~ 6 " o, ® i PANEL M F t O PP R SU RT IN O F . ~ i
EACH WAY O I SEE ELECTRICAL NOTES a _
6 I i
SUMP C~ D1 CHARGE 20A TOGQLE SWITCH IN
IB - AI ~w ~ CLR. ~ 1 G.S. 7 MIN> WEATHERPROF ENCLOSURE v
:o. ¢S P9 X 1[3" ~ ~ - i ~ ~
a CS I V TO UTILITY POL> 1 ~ 1 BR CK ENT s / V ~ _i W
. ~ : ~ 5 (1) 1 C. SERVICE FEEDER , ~ ~ ~ as i 6 0 AIUMI UM _ t11 3d4 C, AREA LIGHT
DUCT & SU PpRTS ~ I e. f ~ ~
o' : INLET90UTLET ~ I t -
a: 24" MIN. e _ ? i~
- - I ~ - . FLANGED EASE ~ TO WATER MAIN ALL CONDUIT ~ i ~ \ i i ~ ~j
EL4W
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CONC ET a o E.W. TSB iv R E _ o ~ I j
Q .p 6
CLR. ~ a: ~ TO DISTRIBUTION ~ . SYSTEM ~ g
r- TOP EL UNDERGROUND ! R
2°" SERVICE SADDLE WITW DRILLED BASE ~
tTYP, OF 2} 4 TIES I QMJ-MJ CONNECTOR SUMP PIT WALL
CENTER RISER PIER 31~ 3'-0" - ~ 3 SUBMER I ~ d r ~ S BLE SUMP PUMP 10 GPM - ®
PROVIDE 1/4" SQUARE MESH ~ 15 TDH WITH CIF OOR GRATIN ~ 3 -6 L G ~
HARDWARE CLOTH REGISTER T TO SCALE SCALE ay I' _ T TC SCALE I °
~o ~4 10 E.W. DOWELS ~i
SAM A MA T E S IN S EEL SUMP PIT - 16 CONC, PIPE I
ENCASED IN CONCRETE I~
li ii I~tsF M,'~I'J4 ~"__P~ ~
I ~ VENT TANK DIAMETER i~ 2 DIAMETER ;A° a L, , °Nf
. ~ ~ COiw ~LI~a~IT
l~C°~ ~ C SCALE EXHAUST FAN MANHOLE ~;°,"eTY CLI°o.IB DEVICE ~COBE COQ
OVERFLOW s... i
R 132 W.W.. VA I 2 L. ELE .TON NAT ~ J - L ~~~R Ar ~ NOTE} ~ ~
i
1. PROVIDE WATERPROOF SEALANT w i COUNTY SEAL
AR UND A P I'~ O L D ENETRATIONS INTO VAULT. .CONTRA T W I 2 C OR S ALL COORDINATE SERVICE i ~ ~ i ..INTERNAL MIXER
f POLE LOCATION WITH ~ I; UTILITY CO. ~
3.PROVIDE HEAT TAPE O~~! SUMP DISCHARGE PIPE CENTER RISER ~ L,W.L. a ¢ BALCONY W1 HANDRAIL C TH
AN PIP D EEXTNIN,C E S H O R OSE BIB PRESSURE I e ELEVATION ~ GE, ROVIDE NO.OF ~~~R~1PS AS RECOMMENDED BY
4 D,I, DR~N PIPE HEAT TAPE MANUFACTURER. ~ TOWER LEG fSEE NOTE)
D.I. PIPE Q 4.CONTRACTOR S OPTION TO USE A PR C T E AS ETER VAULT I
a IN LI F EU O CAST-IN-P A T ° L CE CO CRE E~SUBJ CT T E O 2 X X6
CONC. PAD = ENGINEER'S APPROVAL. ~ 1" CONC> GROUT c~ OOSHA COMPLIANTW~
'I ~ a c~ o ~ S ETY CLIMB DEVICE j
°
,o. NO, ITE ' ~ ~ 1 ~ 1
_ ,o ~o FINISW GROUND EL, ~ ~ . ~ 1 ~ CENTER RI R 74.5
SE I r F g g . ~ - STRUTS
-1N.3 DEPTH OF COVER 4 GATE VALVE a MJ TO FLANGE ADAPTER TOP OF CENTER I' ~ Q:: r 2 75.7 ~ ~N ~ W/ X 5 S BO ~~~I i ~ rt: Y:
RISER ELEV. 4 Q' ~ 4
4 TOP OF CENTER 2 X 4 KEYWAY 3 i 6$.5 ~ ~ RISER FOOTING ELEV. I ~ ~ BRACE RODS I
SIZE OF INLET CCI~ 13Y.
GROUT 4 p:~. _ Q OUTLET PIPE 12,E ,v ...RISER ~ "
~ a - FINISW GR~7UND EL. ~
W 5~ V V A 73.5 AL V ULT ...STAY RODS II ~ ~ ~
~ ~ a 6 TOP OF VALVE ~ I'i ~ ~ ~fiE; ~ "
~ CONCRETE VAULT ELEV. 76 (y Ica ~ ~ ~ . ~ ~~I
~ ~ TOP OF VALVE 1, C!~ T~ "tTOR TO PROVIDE A C ~".E F6!'PURE I ~ ,
~ 7 VAU T 68 L FOOTING ELEV. ~ p-; I r,~`~ FIRST RUNG "L'C PROPOSED SEAL FOR ~t~ . ~ :P:
CENTER LINE OF ~-j - r m ° I•' ~ i APF;OVAL PRIOR TO APPLYING SE ~~TI~
S 69.5 ~ WATER MAIN ELEV. p:< MIN, I ~ I - _
ALTITUDE VALVE 9 i _ '
10 I ~ F .SIZE ~ , ~ , f RISER RISER .DER. SHE
t,~ _ ~a~u~or-a~a ~a~~~a~am a ~u_ -1 vin, 1 N<itll ut:~ ~"~itirt~ m~, ~ - - '
v~ IN;t 1`11<<21,lult~ rrr2r .1.1,~U r,(,,' U C Y-IIHZ> IM~Gk( 1 „ VALVE SIZE RISER ! %.'LE T SC
ll~c V,Hilt ~()tner J r
NOT TO SCALE ~6.5 1 :?1 _4r,i') o 11 IBUTTERFLY VALVE 12" - h
r, 77 SIZE a SKETCH v ,Ik t knrn~r ! tip ~,I ~~1 .lhL Tt AP F'.- IT-- r
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f ® 1 6d ~0 f
f ~ i m NEW 9'° GV DOX j~
EX. PVC WC7i2r 118 / ~b ~j
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f / ~ ~ / IN EX.1'" WATER LINE

~ ' f 1 ! ! NEW METER VAULT / Ex. 12" PVC Water Line dl`., GQNGRET SPLASH PAD ~ sa NEW 1 RCP FOR SUMP PUMP OUTLET
SEE DETAIL f ~
f h c~ ~ C.7.1 / Q ~
1 a f ~c + Q° 0~ C~OOa°C~ k
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~~i . . SEE DETAIL ~ ~ ~ q ~ R1W
~a o' ~ ~ off ' ~ ' ~ .?.1 ~ .1 ~ .~61 C' I' ~ P~. ~ 0.~ ~..,1 ® ~ ~ _ ~
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a _ ~k~ ~ ~ ~ FEED LINE ~ _ -
a ~ ; / fi` i f/ ~ a - Im. ` ~ NEW WATER METER
l ~ ~ t C? c~ t _ _ _ ~ ~ t NEW !4°' SAMPLE LINE -
~'1 f } / / ~a~,,.v U,,~ ~ NEW METER VAULT 1 J -w9 _Cr y ~ h "ULT aU 0
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/ , ~ ~ r ~ ~ ~ ~CKFLOW PREVENTR
/ ~ ~ f .c CLEAR AND CRUD O,EiB ACRES ~ . a m n e , o ~ ~ ~ SEE DETAIL ~ ~ ~ ~
/ v TO CONSTRUCT CHEMICAL t ~ ~ ~
~ m f ~ FEED DUILDING ~ ~ ~ ~ ~ as so m4 mm a.
~ ~ NEW 314°' SAMPLE t~C ~ ~ / Q I ~ L NE oQ~ 4 ~ } ~ 9
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A 4. . / STATE OF iVORTN CAROLINA f. ~
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Ex. Power Pole W1 S ADC
~ ~ ~ ~ ~,I ~ a 1 ~ ~ . I : ~ , NEW 4 CONCRETE- o ~ - i VIII _
q SIDEWALK tit. / , 1 I,~ $P 9 SC ';L . 1 = 30 I ®
e P R .C T ~.D REE LINE AFT R E 8 ~ ~ N CLEr ~i . ~ ~ RUEI3ING ~ L -
i~ STATE OF NORTH CAROLINA ~ ~
~~i BK/P~~ 1148!819 ~I ! CONGO SPLASH PAD t ° ~.f o ~ 1_._ ~ ~ ~ ~ _ NEW CHEMICAL FEED DU{LDING
t1'Wx2'Lx6°'D) - SEE SHEET C>7. i
SILT FENCE AS NEEDED :D e ,
s SUMP DISCHARGE 72" ~ 4~°" ACCESS HATCH SEE DETAIL m m m ~ . ~ w . ~ m ~ ~ ~ W . ~ ~ , ~ m m w LIMITS OF DISTURB E
1112 SCH SO PVC 17'-0" .1Q.1
CHEMICAL FEED SITE '
L E Fi.00R ~i TQ SUMP < EA•5,000 SQ, FT. ~ - ~ -
b o -
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16 .7.1 I ~.7.1 SC- ~ 0' - m
4 2 " 10 ~1 12 12 2 o~
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SOLUTION LINE TO + i INE TO THICK E~U.:-.ki~a'reT
~ ~ ~ - " INJECTION POINT ~ - ~ 'DINT MOUNTING C CARD
- -
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1 1 6 ~ 9 FLAW FLOW 3 6 MIN. 18 18 ~ UNION tTYP°)
PRESSURE RELIEFf DRAf1DLEED LINE ELIEFf LINE 5-WAY VALVE '
WATER TO CHLORINE p
DUILDING 314" T AND V V ~ a P ~ AL E METERING PUMP j ~ {TYP< F )
PRECAST CONC. VALVE VAULT UNI+ UNIONS EXTERIOR MALL ~
i
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T ING UR VALVE F DUILDING
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2C0 " _ CALIERATION CI~LU:,
FLOW
FLOW
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m C.7.1 2 12 90 DEND tI ,T TO SCALE C•7.~ aaOT TO SC~,~E ~ CAL> COLUMN
(fO0 L)
3 12'° GATE VALVE 1
4 12'° x S°' REDUCER 9
" METER MASTER METER VAULT ~ u"
EL~~ 49,00 P
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7 SPOOL b . i. ~ CHEMICAL I ' ' ~Y. ~ _u Pty 6ULK
'D I S SPOOL STORAGE II I C'~KEp EY:
~0 1 - - S DUTTERFLY VALVE WIACTUATORa I~ = ACTUATOR TANK
~ CONTROL ADOVE GROUND IN PROPER 17 ~ ~ __~~~I TO I` ° '°CTO
WEATHER PROOF N ~v ~ E CLOSURE. ~ NO.: '
2 4 10 PRESSURE TRANSDUCER ~ 12 12 6 ~ Y-STRAINER SPILL PALLET -
3 ~ 1~ M UAL PR SUR GAU 20.1
ES E GE ~ ~ BALL VALVE t '.:r;
t.~ W 12 UNOESTRUCTED FLOW ~ ~ PULATIM DAMPENER ~ ~ SCE Ea
~ _ ~ _ 13 CHLORINE INJECTOR ~ ~ f F~ ~ PRESSURE RELIEF VALVE ' j' ~ ' ~
1 FLOW " 4 x- d' i
14 AMMONIA INJECTOR b 10 11 ~ < ~ ~ ~ J ;i NflTE~ ' ' ~ - MOUNT PUMP ON WALL BRACKETS -
15 CONC OR DRICK SUPPORT ~ p P ~ APPROX. 12-1~ INCHES OFF FLOOR, I, ~
- S'DUTTERFLY VALVE ~ 4°' DIA. VENT PIPE W1 ~ ° ~ b ~ . A::: ;JNP 4 SYSTEM TO INCLUDE
1 ~ ~ t~
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W 17 STEPS 1-3
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~ ~ 4" PVC EYE WASH DRAIN
~ INSECT SCREEN METERING PUMP AND SHELF.
~ _5 24"X20" LOUVER W/ SEE CHEMICAL FEED SCHEMATIC i i
INSECT SCREEN, MOUNT ON SWEET C.7.1 ~ i BOTTOM 11' AFF 4"' DRAIN 2~~i'X~8" LOUVER W/ i
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~ FINISHEQ GRADE I ~ ~ 9"-T° STATE ROAD
CULVERT C£~NTRACTt3R T(I USE A STANDARD TELESCGPIC VALVE 6~BK
~ 3l4°ANGLE METER TOP A ` ~ S S CONTRACTOR TO DRILL E'~OL~~ IN , .A~•;~, ~ ~ 94 LF k91N. °CULVERT AS NOTED MANUFFACTURED BY EACH ~X TO INSTALL 9 SCH ~D PVG ' ~ ~ '~l~f~f / /~v~/` ~ h - ~ SILT FENCE AS NOTED ~ UVP L13CKINIS 1~9ELL VAU9.T ~ DE~EY SRC3S„ INC> M09DEL 1E MIN. VSO-TE°100 OR E4~UAL
MUELLER Of ECIUAL ° Y~ \ PIPE TO CONNECT NEW 9 WATER METER ,vj~ f =~j~~i~;,~;,,-,,~,. REG4'D ~a~rgFao E
AND NEIIV2° BACKFLOW PREVENTER ` ~ / PLAN METER IN ACCORDANCE ~ a~ 0 N ~ WITM THE SPECIFICATIONS SCH. 8q -THREADED PVG PIPE ~ p~, ~ *.I 'i F~} CROSSING LOCKING SELL VAULT
~ ~ CONDITION 9 DNgITION 1 OF ""NITARY SEER LONGYEAR TC-7S1 ~7R ESJUAL ~
~ ° } 14 LF MIN.... PIPE LINE OVER CULVER E 63VER CULVERT TO S KEYED SAFE AS VAULT HATCH
SILT°FENGE ~I ~ i' PLASTID ET R O E ~ M B ~ ; ns I, } RE Q Z~ P I'" ~9~° 5000 PSI ~ I Cf G ~E~ c PAD b~ THICK.
° GRADE® 92° X 8° X 4° Z° GRADE
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AS NOTED° ~ SCN. ~D PVG SERVIGE TUBING PER AS NOTED :IPE LINE i'
SPECIFICATIONS, LENGTH AS REC~UIREp. 6" 0~ HOUSE SERVICE CULVERT STUBOUT BY OTHERS ~3° IOIN q~ ~ i,
NEW WATER MAIN PLAN PLASTIC STIffENER PR®FILE ~ ~ ~I' ~ 1
NOTES: 10 TONS C_;_;: ' .JI' 70N U VEI ~NDITION 2 *ADD C ,~''~aIRET !vC'',SEMNT
PIPE LII U::JER C SERVICES TO BE INSTALLED WITH SERVICE CLAMPS, SERVIGE CLAMPS a CLASS B L SHALL EE DOUBLE STRAP, HEAVY BRONZE BODY, BRONZE OR STAINLESS RIP RAP i UNDER CULVERT PER PI."~' ~ ' L :TAIL FOR ° ' CULVE . C C3_ aIN'~ VALVE SOk iPz
STEEL HARDWARE, FULL LENGTH THREAQS, AND t3-RIPv:~ GASKET DEMENTED NEAP METER AND BACKFLOW REQUIRED I ill - ~
IN PLACE AND-6~tNFINED IN A RETAINING GRCCDVE. , ° n, I~ ° 2. USE TAPPING MAGHI~IE AS REwOMMENDED BY THE I~~>~?I2,1°ACTURER. PREVENTER INSTALLEb BY PROV_ ~ ~ST~AIN CULVERT
3. CAS I O S ca`,.' - Ira ' ' CORPORATION STOP J~r~', a~7.1. E?IPE OM WINGWALL T RON B X la S G . ( F:G1S. INC MBXSA O ECIUAL - CONTRACTOR , ~ ,r7.5 MIN. FR I ~ 2° DOUBLE GHEC ~ ~ ~G"~"LO',~r PF~- ~iA INTER SHALL 6~E FEECD MQDEL BD51' OR E4~UAL. ~ ' ,,1 NEB PIPE LINE VVINGALL GRADE
` .INE CONC. ENCASEMENT SEE DETAIL 4" 14" q°
I - WATER MAIN AS NOTED l
- SERVICE SADDLE ~ _ _ _ _ _ ~ _ .STATE RG~AD- ~ ~
~I ~ ~------CULVERT AS NC AS N~~"_ ~ ~ ~ NEB PIPE LINE PLAN ~ ~
u I 5° UNLESS OTHERWISE 1'°~~ ~ 19m~w CONCRETE PAD Tt9 E#E P~2URED ~ ~ ~re~, SO THAT NO FITTINGS OR FLANGES ARE
PLAN NOTED t~N PLANS COVERED. THIS SILL APPLY TO ALL VALVES E
„~,7 I c~ Tl~n s3 R,J.D.I. PIPE LIK~_ ~c~~'-~ `;~'I,iD OI ~y~;,r~Tan-~g AT ALL L®CAT4C~NS, ,4`•i~Lali .C ND OF CULVERT • :5
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ALTERNATE HYpRP IT LEC POSITIONS FOR MAINS LARGER THAN 2D . LENGTH OF RES NEp PIPE E~. t3R ND E
x 6° WELDED LENGTH RES NEp PIPE PE S 710N 51D OUTLET LOCATION R EC D2 PER SECTION 0259D
i BEVi RlW MIN r S" MIN SE FARCE MAIN E~. tNA N9AIN SEU~ER FORCE 2" CL - - ~
I~ _ ~ "G N - ~ - ~ i - (@N,~
~ , ~ M.J, Aa° SEND $DIP} ONE JOINT Cif DIP X° x 6° WELDED ` 9'»0° TYt'. UNLESS 1 1 -f_
OUTLET LOCATION ~ V°° SHOWN OTHERWISE W MECHAN GAL RESTRAINT I ON pRAWING DEVICE DIP DBP ~ D9P _ ~ _~`4, ~ ~T GROUT ' ~
AT L OW POINTS AT HIGH PO NTS I I '.J. 45° SEND DIP} a 2~ ° H05E 1 ~HANICAL RESTRAINT Y -4..( t
NOZZLE I~ cYh HYDRANT TO BE PLACED WITH
~ 1i2° PUMPER NOZZLE FACING ROAD I ~TYP. Of 2} i NE9~G~'I i~~~` DIP ° ~ ~ i { 9 I a > ,T _ e I"
ROADSIDE DITCH ~ ~ ~;=4"~I~;a°e_ND(tNP) VALVE PROTECTOR RING ~ ~ ~ I HYDRANT TO BE ~c~~~ cc~.saA~Nt` g ~ STORM DRAIN ~ ~b~,ACEe~co,~~~wo-r / , Ni da f-t c ~,WfiRiTDEVICE - ~ f-- Q`.; ~4 td@',F~tE'~N6CUSi 1°°$i" M9N ~a~. CD.~CRE('E THRUST _ _
a~ PAINTED TWO COATS ~~.ee~;r[~ C.I. VALVE BOX ~ AFTER INSTALLATION. BL ?NG _ _ _ - ~ i ~ ~
3' MIN, ~ ~ I a
6° GV I~'v;:~P,I I ~FLOSr.S~J ~.~Ip v
"ERIDLE ROD HYD TEE ~ ~ 4 } AND COLLAR 1;anal'AL ~ ~ I
°ERIDLE RQD AND ~TYP.OF2} ° 3~ I'r ~ -~~lD(fl1Pj E+N~5° BEND (DIPj 1 ' ~--1Q° _ -
~ CO L TYP, Of 2 ! +'s L AR ~ : 't~.:~1 REST _ C,AI. " ~ } r = u~ . J OR ~ ~ ~ ~ ®EV "wE t3R C.C~IC.RET 9 MECHANI RES NT - - NEU~ S BEND (DIPj ' ~ ` EVICE t3R CCII+ICR THR ~ ; : 11 RES INT
- NT TEE 9 °-D° ~ ~ ui~ ~ M.J. ~5 BEND (DIP) SLO~: ~""IG i_P - ~O 4a NOT LESS THAN 8 WI MECHANICAL RESTRAIFtf DEVICE ~ ~ N~ DE ' , - OR CONCRETE THRUST
NEI ATER MAIN cv ~ =A~,,Q CU.FT. #57 CRUSHED ~ ~ OR CONCRETE THRUST BLOCKING DIP fl STONE (AROUND BLC3G"i,dG ~ - - I I - I
- 6 QIP WE P HOLES CONCRETE-^~„,.,., 1. ' - E } N S: OF EX, WA ER ~RA9N _ _ ~ ~ N S: _ - ,
r! ~ / THRUST ° I M.J. ~5 BEND All } PtAC~ cvNC. ~I, BLOCKING ° NCDT NTE R PLACE GONG. 9lIG SUCH T 0T V~ILL 1 J ' NOT INTE RE YdITH OVAL OF BOLTS. ~I ( _ ~ ~ ; i I
Wt MECHANICAL r~:~" ~~INT QEVICE 113 GY - . CO CRETE THRUST , N OR CONCRETES ...::JST _LOCKING . PLA N CO . BL KIN 5 TIT N I - I ~ 'i - i ',9 ~ , n
3,D40 PSI q=a8° x 1,-3° THK. ,;o BLOCKING "118 C,Y. CE C OG G UCH TIiA L CYf NTERFERE W REMOVAL OF BOLTS. AT 3,DDD PSI. PIPELENGTHB PIPE LENGTHS SHA~.L. BE AS IRED ~ m
CONC T SAS RE E L PIPE NGTHS S E LE HALL B AS RE4IUIRED TO CCDNSTRUGT CROSSING, ~s TCB CONSTRUC TO CONSTRUCT CROSSIP'"s. ~ _
S ALL JOINT TO SE RES NED IN ACCOR WITH SP . NOT DANCE ECS ES. JOINTS TO JOINTS TO BE R1;: " , ' D - i ; , " ~
1, POUR CONCRETE SLAB SO THAT NO fITTINC~ OR FLANGES ARE COVERED. SLAD MAYBE IN AC D _v
OMITTED IF VALVE IS WELL BEDDED ON 6® MIN. 5'~ OR 67 STONE. t SEW R 8 -RVI E . 2. T RUST BLOCKING SHALL BE IN ACCORDANCE WIT ST NDARD D TAIL. _ . H H A E SE1,"-- "-RVICES SHALL At ~ , A iiaa - - ~ P
w ~ ~ , OF 1E ii 3. CONCRETE BLOCKING TO BE 2 FROM HYDRANT WEEP HOLES. c ~,,.'-'OFIBINCHES {w;=P.`°' LION _ FRC ~ MLL U~ATER MAINS.
4. HYDRANT STANpPIPE TO BE EXTENDED AS NECESSARY TO SUIT FINAL GROUND ELEVATION. fI`L~ IAU'WA~ . AT LOCATIONS INDICATED ON PLANS FOR MAINS LARGER THAN 2D°, USE ALTERNATE i
H S O S S YDRANT LEG AS H WN ABOVE WITH WELDED OUTLET tN LIEU OF TEE . ~ ° ~ ~ ~ v ~ a r, I a'-~
~ I 6. 2 FEET MINIMUM SEPARATION FROM BOTTOM OF ROADSIDE pITCM TO TOP OF HYDRANT LEti, a t a~!-® I I ~ I
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~ , ; (SEE TYP. HYD. DETAIL} / ~ 6YA~FI'r~C~,tED MEANS SEr SPECS.
~ ~~,1 ~ B" 3 MJDI REDUCER (COMPACT 0.953 CLASS 35D} (AS SHOWN ON PLANS}
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A I'v;~~~,ult~lir {Df 9t!` E~m , • ~~i~~%~,~~i,~i~~~%\\~~`i~~i~~~i~~~i~~i~,~ i\~i\~~D~,~~\i,\~~~~,,~~,,~,, \\~,\~~~\~\~~,\~i\~ GRAUL° ~~~~R PI~OI~zR ~'~~'r• r NT
I ~2® 3 TOCO'?9NEt:lTO'~iP ~`_S"'12F,itvC`~vi~ll*" ~ P ~~,r s'I°~9m^` If} s ~'a~ ~,u'~~isj`"~., ~ w r I+V ~ L'V mid ~ c v ~i a4BINT ,Ir~~ ~.n ",'.i~ - ;CT TO ~ ~ > ~ " " + !+V ~ i ° . ° ~ ~ ~ R9J ~ i I I
1 ~ 8" OR 6° DR-9 HOPE ~9 "~iw:~l+lc ' L_ v °EGS, I° ~ M~ ~ Io S'T~ ~PEt LPL a Iv S :SPECS, 10.75°,12.7s ,1"°a 10° . ° ~_"ar tit - SE'-. eEa35, I -
~ fi DIP PIPE ~6 ~ h. 16,00' OR 1S.t DR-0 > . ~ ~ HOPE ~ _
NCITE,° Lu ~ l ~ id R~! DtP 8 BULL 9®'J®9NT , ° ~ ~ ~ ~ ~ ,
~ PLACE CCJNC. SL+;3CKtNG SUCH THAT tT WILL pIP- ~ }~~i ~~°JOI~~ RJ DIP OR PVC HOPE , LAiq rc~:4a:!TaL . . 1DIP OR PVC HOPE si ~a L~Ia HOR~ZD(~iAt ~ ° ~J DIP OR PVC P f u; , 6
C,> I j Nd~T I RFERE WITH EI4 ~ JAL C3F BOLTS, s,; , { " r r, µ (1 NOMINAL. P" Bi:.E `J.I,I•.R THAN HOPE II!I!-~~ ~ ~ T~ D e a p. 9 _ , a . (1 NOMINAL PIPE SIL ~ SMALLER THAN HOPE ~I~y',:', ~ ~
' ; N83 SERVICE CAN BE INST~~, ~3 C)N THE MAIN N~^ ~ ' Plf . C' "D;~°°TER} NOMINAL F~w~E DIAMETERS
~ BETWEEN THE tNLtNE LATE lrALVE AND THE i
LGC HYO NT TEE, L C GTOR TO FUSE MJ AD ER NO pEPLECTION IN THESE JOINTS CONTRACTOR TD FUSE ON MJ ADA R THRUST REST NT C4L 2 .I~ _ °
PLUG M.J. QR - 9 MIN. THICKNESS S ) DR - 9 MIN. THICKNESS SEE DETAIL C.8.3
6° GATE VALVE
RESTRAINEQ GATE VALVE (6° TWRC?UC~N 92° MAINS} 14' STt NER REQUIRED ~ OR RESTRAINEQ B RELY VALVE ~~6° MAINS} STIFFENER REtJUIRED NO DEFLECTION IN THESE JOINTSI ~ ~ i~CKEQ Ya - e
LOGKED HYQ, TEE NQTES° T NO.a
~ , ~`V NO°'~:~: 1, SAC"~LLDIPVaIT ~~.L"vTCBFFSITEC;RI--- -~~-~-,=TE OR `°.~mm~ =
i 1} Pb m i'tTH RESTRAINED JOINTS CR'_ ,'F ::R RUN F" ~ I' "aL PIPE LENGTH FRC - = LOtN PIPE INVERT TO TOP d3F PIPE ' i C r °E;
~ ' ~ W ll.aL SE L ID ORI ONTAL. CJ C`~OM SUPPLY A H Z
~j' BLIND F E (~yp~~ 2} E..~.G-<-~LL `•L-.'--rITH CLASS I 2. ALL JOINTS - sT HOPE TRANSITION SHALL SE RESTRAINED JOINT " ° w g1 A ~ ° 1 DIP FOF. ' ° ''U° I CF 54 lF.
~ ~ e9LL PIPE LENGTH. ~G.~LE;
~ ~ ~ 4~ JO~~:~ TS9 fFDM 4 BELOW PIPE fl TO TOP O." . I:'E.
~ ~ ~ s ~ ° ' ~ ~ ~ FULL J~dINTS flf RES'CRA!NEQ JOINT ~
~ 'I P PIPE I;~!a 1"~~,SLE FOR Ib~"~.'~EER REOUIREQ ~ DEAD END AN a~@C3R RINt~ ~
~ ~ ~ GONG. THe~L~' ~._STRAINT COLLAR ON ?~A•ST PIPE JOINT G.8.3
Q"' ' m'y '~"9 h7 ~ I 99 98 _ - L '9 E a~~ ~ ~
GONG. BLOCKING v ~ v ~ ~ TLI a A m . d n CS ~ ~ ~ n. ^x~ +rs~e re re m a ~ a - - ~ -a
+p n g m® yr . . ~a a ~sv m 8 0 ~d a g§ V "bd ® q Y .pm rtrt ~ k "
.ate NOT T SCALE
TERMINATION "-1" WATER 4 • ' Wm TO SCALE i~
REM=

w
°y PLA E S "B"RIP , G"DEEP MIN. ,f~ ~~r, \ ~ ' , ~ ~ FILL VOIDS WITH CLASS eA" RDPRAP f fi, .rr ,l/f, ff ~ f f 'r PAVED ~ 'EAS r~ / a
ROADWAY / f. f , f ~ , , , , TO UNIFO SURFACE. \ f ;f ff f EE~, ~ ~21 t-S 9,3A H OR h S. d. .,;~;~US
,DMA, vARIES~ ~r /f ~r i , FIRE RANT \ f , ff ~ ~ E. ~ CONCRETE TYP. F@NISHED GRADE
~ AUTO FLUSHER ~ • \ ~ , } ~ IN UNPAVED AREAS ~ ; 'AV?~D AREAS ' ~ ~ c~"._NCASEM NT I
~ .ENT 4BY OTHERS ff ~ ~/i. ~f` % , f ~r' _ PAVEM ~ , ~ ~f, / , ~ t3 , ? ~ ~ ~ y , 1 ~ AT 39040 P,S.@. TYP. FINISHED ~ ~ ~
I B ° ~ AUTFLUSHER ~~f%/~\ GRADE @N ~ro ~ / ~ ~ PAVED AREAS P a~ {PAVED AREAa~ 6® ~ ` ~ 11 ~ ~ i 72~ THIOKNE~~ ;F~.SA i
_ FILL SLOPE f/~, 2-d" ~ ' 6 ~ vs i C NCRET ~~~aS
'I fl " ~r / i A {3 ~ -r---~r~~' .~"_I 2 90 FEND f f~
~ , ' STEEL PIPE SUPPORT y a ~ " ~ ~ , 2 AUTOMATIC f ff ~ ~f, ® ENDS AL SEE SP i 1 T1O S
E EC F A N C d ) ~ \ ~ ~ ASKET ~ FLUSHING VALVE ~ ~r , ~ ~ ~ ~ ijl Vr.L` -BOX ~i ,I ~ CO9 ' i u~ ~
TYP. FIRE HYDRANT f ~ p P.E: P,E, PR~~~ r f . - ,,,,P. ~f , OTHERS) ~ ~ - - ~ V ` UNPAVED AREAS f~~~ ~ ~ ONC. ENCAS~AENT m ~ f ~
(SPOOL PIECE} SASE COURSE - ~s AT 3,604 P.SJ. ~ m I i TO BOTTOM 6, ;
f °p., o p. e °pR ' gyp. a' OF I~ 'b P .vb~ B .b ~ D ,a' ~ 9 ° OF PIPE e ~ ~ ~ o ' ° ° ~ NOTE TO CONTRACTOR: ~ m
~ e ~ D.I. PIPE '~'fag = • D • a . P m. nU• p°. p,• PDY'Pa gyp.+F :6 ,a " " ~a' ~n' ~o- b . ~ ° VALVE S{9X VALUE SOX SOUlD NOT ~ & ' . D CONCRETE GONTAGT MAIN OR VALVE ~ ~ ° A ' > ° p , ° , n (SEE NOTE 3} a m ~ ~
. - -6LA S A ANpp~~ s -CLASS "B" RIP 2'~2'~4"CONCRETE PAD ~ , ° . , .p 'b B ~ ~ b • P ° 'b • ° D . o ~ ° . ~ TAMPED SACKF@LL I. np ~ ~
~2'-®" MIN. ALL AROUND} 31~D4 PSI . , , . ^ . , , ° ~ ° P ~ MAIN ~dl # I ~ ~ ®VALVE Q
LI'~PE AWAY FROM HYD • P p B . b : D . a . a , . ° ° , . p o T) ~ a' r 0 . D' U D ° 4 P ~ 9 n ~ ~ l ° 9 bk.. p.I.PIPE epeMp~®
ATION g ~ 9 V GG VV D >F , Pr PIPE VIII i ~
i 0~ R. P. D. 1s'JOlNTOPDI D, -b. a d . .v ~ _ J p D p
AUT MAID FLUSHING DEVICE SH L A , a • ° ' ' a : ~ , a O C S AL BE TTACHED TO HYDRANT IN THE FOLLO~lDNG T S EEL NCA EMENT E S G ° ~ ~ . DIA. ~ TAMPED SACKFILL SLOC@t@NG PLAN ~ ° .
PIPE LOCATIONS AS HO ON P S. A NST S's~91VEL CoNNECTIt~C ° ~g~LL L INTt7 D.L PIPE
NOTE; A 2"AUTOMATIC SOLENOID VALVE. ACS"i ~~MATIC `}"~"~E~IOID VALVE S` .L t'AVE INTERNAL, NOTES: 12° 72~
ENDS OF CASIN~sS CAN 63E SEALED USING MODEL AC PULL-ON SELF-CLEANING I~E~°RDS SCREEN, Al ~D ~°aE;~ X24 F~sl RATING. Ems, E a,IIT SHALL BE FURNISHE END SEAL GASKET, AS MANUFACTURED SY ADVANCE PRODUCT CROSS SECTION SECTION 3. Q,LP. MAY SE USE[b FOR VANE EOX EXTENSIONS.
sYTEMS, INC., oR APPROVED EouAL IN LIEU of CONCRETE PILL WITH ASTAND-b~LC ~l~m VALVE CONTROLLER. VALVE CONTROLLER JILL Nt}T REf~UIRE A SECOND 2. VALVE OPERATING NUT MUST SE EXTENDED 5O ENp VIE1fW THAT THE DEPTH lS NO GREATER THAN 5` PROM
D HELD DEVICE FOR PROGF,~IL~MINt~, MUST HAVE A MINIMUM C ABILITY OF 9 POSSDBLE NOTES: T =SURFACE USING A MANUFACTURER APPROVED r~
FLUSHING CYCLES PER DAY F~1 :"O FOUDi WORE EACH Fi.USG-I, SHALL BE SUBMERSIBLE TO Cc~NCRs`~ sHALL 13E ~,4~0 PSI ON KIT. rt 3. P:: ".r.";ST OONGRTE ENCASEMENT IS ALLOtVED b
12 FEET, OPERATE WITH A 9 VOLT BATTERY,. D VE ~I~af`t~ w~~~ L!:~ ELEI`RICAL OMPONE . 2. Ct~~I~R~ ~I~ ENCASEMENT NOT REQUIRED WHEN E~UIRED V':~HEN PIPE IS AT Ol6rr°sIDE OF PAVED AREAS. ~ ~
LEAST TI~iEiEE yip FEET UNDER CENTER LINE OF' SOLENODD S L HAVE NO Lt' ~~3E PARTS' F` ~„~E?~C~~i~ I ~~ALVE, ALLCOMPONENTS S L 3. NO ENCASEMENT REQUIRED FOR SPA~:E GREATI ENTER Llfl~~ ~r ?IPE BOTTflM. ~ ~ ~ 2 SPA~:~" G ,T°,~R THAN INCHES EE EEN PIPE. ~ ~ E
BE HOUSED INSICDE AN Al". r ~ ~CDCAI3LE E?9~? SURE, I~~~DTI I a" PERFORATIONS DN BOX
, ~ - ~ FLOOR TO DIFFUSE FLUSHING Wm °ER. REMOVAS'L:~ L R P TE S 9 . ~ C I I _ F 00 LA LL O TO A 2" FIP LET ~ . , a _ ® n ~m ~~T
~ .r, _ -~'""`z IF NEEDED. EACH BOX SHALL BE PCI~PDER-COATED), AND COLOR SHALL MATCH FIRE HYD T COLOR. ~olp NAT Tp ~ ~..L
_ ..OT T SC. ALE ~ e. ~ ~ ~ r ~ ~ ~ ~ ~ ~d ~
_ _a
~ i' ,I. L L ;
° O,~wT TC SCALE .osa~. . m
m
a
SEEP AND MULCH PER
EROSION CONTROL
AND SEDIMENTATION PLANS AND SPECS
10e OR LESS 10` R L aS VA IES
~ 3
f\ff\f~frf\ f~ ~ f~~ ff/fffff f " ~ ~ VARIES
ALL~THREAD STEE' rffff~f, 'r%ff~~f~fi NOTE; ~/f~f/f. ~ ~ ~ ff f~ oR c~SS RED c~T Tc~ LENGTH .L~THRE STEE! ~ GATE VALVE p ~ PAV`T. ~ ...0 LENGTHS ~ ~ ~ ~
REFER TO SPECIFICATIONS FOR STANQA'PD REQ'MTS. REGARDING ~ ff' ENCA~ x P SELECT COMPACTED ~L:i*, ~NI P9PE d`~D CARRIERPIP 6~nATE 9AL5 AN~3 I~~U''ALLATION. ~ ~ ~
FINAL SACKFItL ~ ~ BACKFILL TOP CF Sl ~ ~L c~RiC.~la~~u1'~NT TO BE Yh rs~U~~~4 C1F 3 FT, 6Et0~~J 1'OP OF ~ f%\ PAVEMETiT ELEVATI~rN. ~ ~ li _ i o
TAMPED IN ~ ff ~ 12 LAYERS f r~ff~ a. _ _ &
~ , \ 1f O ~~f UNDISTURBED EARTH BRICK MASONRY
~f\ ff\% a ~ rf f a . i ~ ~I
u~ ff /f~ SKEQS OR SPIDERS REQUIRED I~'~u;
~ t (2 PER JOINT MINIMUM OF CARRIER b. ~ r / tif~~ PIPE EVENLY SPACED ; 11~ - a 2 MIN. n~
~~f f\,~ 92 COPPER p ~ f~ f / , TRACER WIRE , ~ ~ INITIAL BACKFILL ~/f ~f y 1.~
.a TAMPED IN 6° f 92° f if/ ~°-0~ Ie..J. N11PP~ ~ I~; ~ WITH G DS ; ~
LAYERS :`f\ ` 'j`f~ C CRETE BLOCKING ~ PIPE BEDDING, CLASS I a I -
O f - f ~ ~f / / ~~7 oR ~r WASHED I ~ ~ ~~:~UiRE E~" ,
TONE OMPACTED CARRIER PIPE. RC~D C, -"~11- ; E i ~ TOP OP PIPE f f / S ~ ~ _ . ~ TO 90% STANDARD D. ~iD . ,
/ o °Q „1Q C1 0 / PROCTOR DENSITY - ' '1 NCB. OF C9R3 NEVI CATER MA@ F ~ BORE CROSSId°GS ~
~k \ f ~,~aC~ clJ 2 NOMIMA ENCASEMENT MINI uJ' i ALL MIN@Mt1s!, LL °
PIPE ~EQDING ~ f/ o ~ ft. o f/ /f w~ s" ~ Ciao ^ ~~~Q ~ SLOPE TO DRAIN q bUATER SIZE THICK v I~ ~'"~f3T THICKNES L4a.tY ~
o n o n o a % 0 0 0 0 01/ fff a~0 aQO Dpo~O /`f~f f PIPE GRADE ~z" SIZE C ~~I~~~ C'.OJS G I, I I I
2" WEEP HOLE r ° ~ Q.LP.
V\/fti/f~/f~lff ff fffl /fff 16 " fr fiff~r'/~flffrif/~`~/ 2~ ~ . ~ , ~ f STEEL ENCASEMENT PIPE p5~ SS.. ~ NONE ~ 'P~ YY _ jA 6 1g~ 0.254 4.3448
WIDTH ~~~~-~-~e W ~ k e
O.Q. + 24° MIN ELEVATION - . - - ~~A c. ,r 5 18 4.344 4,344 I
O.D. + 48° MAX ~ = 3 DwHT, TN 5T I~ _ F.ND BOL E a I : ~ ? C`, TS ? D31TU .~,~E~,Ci ~ E ~'ADNT. L RC rv ~ AI , f1LT5 5 ~ p 24~ 4.344 4,344fl III, ~ ,~i".
NOTES; °~-a 12 24° 4.344 0.344 ~
t~-~ III 2. SEE S1 _ - THRUST FLOCK I , i~ TYPICAL FOR PIPE DEPTHS OF 3 TO ~4 . FOR DEPTHS GREATER THEN 14 3. C~ ~ = ;:.~L NOT CONTACT BQLTS OR EN®S aR EN®s OF -
THE INITIAL BACKFILL SHALL BE SAME MATERIAL AS PIPE BEADING MATERIAL. ~ Ip~w, . al..°CING.
AI.L TRENCHE~O' OR GREATER SHALL 13E DUCT}LE IRON PIPE ~ ACT T SCALD
O 2. FOR DEEP TRENCHES REQUIRING SHORING AND BRACING., DIMENSIONS SHALL BETAKEN _
~ ~ FROM THE INSIDE FACE OF THE SHORING AND E3RACING - ~ ~ ~ ~ e__9 - ~ 4 d m
C~ 3. STONE BEDDING FOR PVC WATER MAINS SHALL BE REQUIREQ WHERE UN59JITAI3LE ~ SUBSURFACE CONDITIONS EXIST AS QIRECTED BY THE ENGINEER j g' TO SCALE ® - - _ - _ a
~ SAL ~ 0 o
( ~ 4, NO ROCKS OR BOULQE',S OR LARGER SHALL BE USED IN INITIAL BACKFILL~
5. SELECT BACKFILL f : ER~.AL SHALL BE USED IN ALL LOCATIONS WHERE EXCAVATED
MATERIAL t5 DETE , ,'L,D, Y THE ENGiNEER1CONSTRUCTION OBSERVER, TO BE ~ UNSUETABLE FOR BA-irC FILLING
~ 6. ALL TRENCHING AND EXCAVAT}ON SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
I TESa ~ OF THE NORTH CAROLINA OCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR THE FINISH GRADE
CONSTRUCTION INDUSTRY MANUAL. 1. FOR PIPE SIZES OF 2" OR LESS, PGVIbE FD T TAPE GFD AS SHOWN. EXIST N . ST N
2. 13ACKFLOW : ~~:VENTER ~~~P, DUILING SER1p`~C~ ~fr°h9;ALL BE REDUCED PRESSURE
° s ° ~ ZONE ASSE~a;;:f.Yp UNLESS ~ ~ HERWIE NOTEQ. uND?STURSED PROVIDE 4 MIL POLYETHYLENE ~ , \y AROUND PIPE TO PREVENT ~ ~ .P®~ 4
NOTES: CONC, FROM BONDING TO PIPE. „ „ ~ a 'Q ~ PIPE & NEN4 TAPPI" _8 A _ w ' ° CgNC.
* , 3. FOR PIPE SIZES OF 4" GE USE GATE VALVE IN LIEU OF PLUG VALVE. TRENCH WALL NEW TAPPING R, SLE SLE ALL PITT@P' , -,LL 3E COVE D f ev' ~ a . , ° , ~ '
n ~ r L~,I ~ ?a TA 1VITH 10 MIL. POL YLENE SH S ~ I Td .-'PING
Cr,~,~, a~ m TC SEE NOTE 3 ~ ~ _ VALVE a' a. ,E PRIOR TO POURINGCONC SLOCINt~ 1'-6"' GREATER THAN OUT- 4 MIN. - SIDE DIAMETER OF PIPE
INSULATED I CONC A!L SACI~ILL TO 2"-4W ABOVE RIPE AT TOP OF PIPE
- , ENCLOSURE BLOCKING ` ~ ' 1'-6" SH SE A MIN. OF 9.5~!® STAND ' ~ ~~A,~ _
PROCTOR ~EGTBON °'A~°' ~I
~ 1 CONCRETE THRUST BLOCK ELEC. HEAT TAPE ~ PIPE SUPPORT OVER ENTIRE DEVICE PVC PIPE' TALL SE SUPPORTED EfTHER , r ~ ° • ~ ~
~ MECHANtCAL JOINT CAR ~:~L'~ LOOATION CONC ,
~ ' ~r -1, ~ Ps~ITOINSTALLINGSAppLE ~ ~'v CONG.THRUST BLOCK ~
U 4"TH.3040 1~OV9S CONC. THRUST ~ FEET (MINIMUM) PSI CONCRETE C'~"I OUTLET Wf P P 4"MIN ~ ~ CONC. TO BE POURED
~ COLLAR -r ~ `::'HERPROOF uND RBED 90° UNDISTURBED EARTH ~ ~ 5!C': f
~I G) NEIMTAF ~ ~ C : VER TRENCH WALL .L NEI~TARPING 3000 PSI CONCRETE 'I
SLOPE G S TD - " ~ VALVE MIN. BEARING AREA OF UN- I' I r , , r DISTURBED EARTH REQUIRED ~ , °
~ i'' 5' MIN. N 6 MIN. ALL NEW TAPPING I' D.LP. D N AWAY FROM AROUND SLE TO HOLD LINE IN PLACE
D.I. PIPE CONCRETE PAD ~ _ " a ~ _,.c~ETE ~ FbR FITTING AS LISTED "A" GP~~C IN CHART,
. ~i p• 'd~ .a . o ~ C'U I ~ ~ > e ~ ~ ~ 4 . ~ , LC . ;'NG I-- y,,,- ~E ~~C~...a
I c ~ ~ " a ~f ~ ° " ' ~ ~ 'f SEA ~ CH T ~ ~ _ I • ~ ~ `~,~~-^-CRUSHED STONE
'e'• " ~ l ~ i a 1 I 9 'f ~ - ~ . , THREADED RODS ! ; , o- a ~ ~ ~ ~ , , ~ . l ~ FOR SIZINGp ~ BEDDING I F~,?ECT ~d<:
. \ f r ~~I~ / r ~ BEACH SIDEp ~ .A \ `f , ~ ~i~ //f~ lr PIER ~ s b lf/ f~.~; ~ ~--L.:~ISTURBED III
~ ~ m ® " . ° 4 ~ ~ SEE ELECTRICP~ ~ T'~ D.t, PIPE BLOCKING ® ~ P FAR N°:-.` >,TIN SOTTpM ~Q. FT. ~EARIN~ AREA s~'~:
. ~ ~ I I ~ PROVIDE SECOND ELEVATION LVATI&? SOFITTBEND 4,~ PIPE 6" 3PIPE f3"~ 5 E 1240.8E I, ~dA9.E~
~ I I I I I~ I I I ~ CONDUIT FOR
~ 03 ~ UNDISTURBED ~ ! ~ " SOIL SUPPORT ~ WATER SERVICE D.E.OR TEE 1 2,5 3.8 31,5
~ U 3/Q THREADED RODS(EACH SIDEp ~ Q a a 9 0 a s 4 45° ORLESS 1 2 3 22.1 - ~
4 b q A ~`1 ' , ~ - 4 ~ ~ - - EXCAVATE AS NEARLY VERTICAL AS POSSIBLE ~ I
,C ltJ NOTE: v ° , , a, 4 ~I . ~ ~
s' USE THREADED RODS FOR PIPES "12" ~ SMALLER s © ~ ~ s 3000 PSI CONC. ~ ~ e - - , ~ ONLY. PIPES LARGER THAN 92" WILL REQUIRE RLICIN6~ r` , - . ~ a~ ~m ~ ~ ~ ~ m
~,w~,~,~.A,"app. m.,m.,~~,
h MOO f 4'SHII,468 4t4pltl 1 Q. ' • ° e I.
IT ~~E fNr'1' 7r
t,fl fl ENCLOSURE nor.. nr
7 NOT T4 SCALE °o'~ .40T TO SCALD r
9 s NOT TO SCALE

C~ CONCRETE THRUST ~u UNDIS R COLLAR 03000 P.S.I.} B ~ TU BED TYPES dF THRUST SLdCKING RESULTAP°'a d rar~ ~Sa .;w ~`I`i`o ~ °~~i AT 154 PS6 t~ a~R PRESSi1F
NOT Td SCALE TdTr~~ POUNDS
~ ~ ~ " FINISH GRA E 'OIL , ti I 1 0 MIN. D _ _ - - III 11~11~1! - I_11~1==-_--_ - ITT I r _ ~ Nd~91NA1 DEAD 9a 45 • • ll a P 22~ n 7,¢ ~
{ 1'-0" MIN. „C„ _ ~ ~ II III _~,~a~~~~l~lll J=1 Q ~ ~ ° . . _ 1 1 1 1{ 1-III-! H-k I I I(-I 11-III-III ~ I' - il~ll „II , p , -I I~ ~ ; - ~ ~ • ~ ~ ENS SEND BEND SEND SEND
1 ~ P 6 _ I 1= l- I I I_ i- I I~ - R~ III t I c P ~ C a a I ~ D..P. ~i I I ii I III- t t=11 - ~ P ~ i ~ . I I ~iT . ~I . a , . m p ~ _I . - - _ 2,700 3,a4a 2,144 1,944 534
I REINFORCING .p ~ ~ I ~ ANCHOR RING TRENCH WALL .MAIN f ~ I I I 4 5 U BARS , A,n,a (~II~lI 4W
~ a , D,LP, ~ o 4 4 GROSS BARS ' ~ MAIN ` ` ° II Ie a _ - ~ ~ ~I ; ~~11 i~~ ~ ~ ~ ~ a ; • a 11= 6~ 5,6ao 6,040 4,300 2,200 1,104
I I ~ TRENCH WALL o ~ p ~ `0 . • re ~ - ~ ~ - ~ ~ ~ 8~ 9,744 13,604 7,404 3,804 1,904 a;
O _ _ _ 11 I I I ~ ' - ~,,~--'-TAMPED BACKFILL --a ~ i-~- ~ i i "i~-a i~ I I I ~ ~ , MAXIMUM ANGLE 30 ~ _I~~ a~~- ~ _1. ~ ° a ~ (1=I I ~ 14" 14,540 20,540 11,144 x,704 2,944 I ~
i.;~ (I II I ~fl~ e' ~ ANCHOR RING ~I ~ . IIT =f I ~l I~ G 1-1 I I-~ ~._n ~ ~ 1 I I - ~ ~ ~Il~l I I~~ 11 I~
- I~ I I~ I I-l i t-I I I~ l i=111=111-I I I,,,I I I,~ I I I-III;. I I ~ ~ S~C7 (~N -1 f_ -.~=I 1 i~~i- C ~ ~ 12" 24,000 29,040 1 ~,70a 4,044 4,040 =L ` ~ ~ I- ~I-~Ti~; I. tl ~a ~
II II II II II ~ - UNDISTURBED (i . ' , ~ -i I ~ (~~11 r 14~ 27,604 39,404 21,144 11,440 5,400
- - SOlL ~ , 0 16°' 35,740 54,440 20,344 14,040 7,400
y~,. - ' d THRU LINE CONI~ECTIOt NE CdNNECTIdN THRU LINE CONNECTIdN DIRECTIdN CHANGE pIRECTIdN CHANGE 94® 44,444 63,440 34,440 ...17,540 3,644 ~ , TEE CROSS USED AS TEE ELBdW TEE USED AS ELSdW
~ ~ , ~ - . 11. TEE fk PLAN ,1`~,~ I ~ 20" 55,444 77,844 42,144 21,544 14,$04
~ SECTION C-C ~ - - 24® 74,504 111,044 6Q,a40 31,644 15,400...
I II = NOTES I_ I I : ~ : I^ ~ I . i Sop 120,604 174,644 92,300 ~7,io4 23,640
. fi TO 16 MAINS~12-N0.7 °II~~`.. ~ I . I BARS &Yn... _ _
20°' TO 36" MAJNS=12-NO.B BARS I- . . _ ~ 1 ~ ~ ~ ~ 36" 172,440 X44,444 1~z,:-~~o s3,~44 ~soo ~
'I RASP R LACED AS SHO WN I I. $IZE OF CONCRETE BLOCK OR GUBIG R~~NFORCING - i 1 ~ ~ I I ~ ~ : 111 ~ ,t .:.I. 42 233,340 330,444 1 1, 4 45>7a4 e •
FEET OF CONGRETE~ - - - i C I ~I 1 I_ ~i a . i~._,~~_i~f. • . - 46" 34d,4a4 434,4ao 232,1 :i 116,640 59,600 _n~~~~ al i=III 11=`i.
TOTAL RADIAL THRUST T a WEIGHT, C.F. OF CONCRETE 150 • ~ ~ ~ ~ I ~ . ~ : L 54° 384,140 543,204 294,444 149,000 75,344 ~I - _ _

SCHEDULE I; . . • . a i _ ti ~
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RING REQUIRED ~ _ ~ . ~ .I ~ VERTICAL BENDS-THRUST 150 P.S.I. _I I l=1 E [=.`I I ~ ( A ~ - - ~ - G ~ 1. Td D RMINE dF A CONCRETE THRUST SLdCK C ~ ~ THE TdTAI ~ ~ p ~ ~ ~ : ~ TI ~p~ u[~s d~ TwE SOIL. TwE 4U~ rl~ .L ~ ~E Two
A B G II ;'Ik .TOTAL RADIAL THRUST - LB5. „ - ~ ~ 1 I • . I k ~ ~ • I I Six ° E ® _ TwE TwRUST SLdCK IN ~I~L - ET. t - APF ~~Pv~ ~ i t I3 VARIOUS TYPES dF SOiI ARE L._ fEe .N THE ~ ~
ANGLE 6 ,8 ,12 1-0 1-0' ONE I ~ -
4°' PIPE 6" PIPE 8°° PIPE 12" PIPE 16" 1°°4'° „ „ 1 0 2 ONE 2. GdNC; ~ ~ ; - s A 28~I)AY CdMPRESSIVE STRENGTw dF 3004 psi.
11 of~° BEND. 750 950 1,700 3,500 CHANGE LINE SIZE 20 1 4 1 0 3 ONE REpUCER ANGE LINE S9Z DIRECTIdN CHANGE DIRECT9dN CwANdiE 3. LEAlIE Jt: , d', CONCRETE. REDUCER CROSS USED AS ELSC~W 4. POL" ~ p tP'RAPPED ARdUND FITTING WHERE CONCRETE ~
22~fz° BEND 1,000 1,800 3,000 7,500 ~ 24 1 4 1 0 3 TWO
30° BEND 1,250 2,500 4,000 9,500 30" 1'- 4 1 2 4 TWO 3~e~ 1,~4„ 1m_4~~ 4'" TWO un f•-
4
I SEARING LdAD ~ I SOIL tLI3,ISQ. FTC
~ ~~~TI ~ T it T~, ~ MUCK 4 I ~ ~ ~ I SILT 1,544
vT T AL 4 A . ~ SdFT CLAi' 1!444
T r ~ ,,I ~_y_ n ,o . a - SANDY SILT 3,440 E .
t~,~.~; a~T T ALE ~e . ITT T ~ :ALE _ SAND 4,044 ~ ~ _ , _ ~ SANDY CLAY 6,040 ~
HARD CLAY 9,444 . ~
~ ~
PIPE MIN,
\ / flIA. POST HYD E . ~~LE, ERIC DARLING ECLIPSE O PVEQ EQUAL FULL PIPE ZEAL
SEE POST T - ~ - IN. LEND S
~I _ _
4~ 2 IFVA'~'~~O~ISN(?TINPAVECB ~~~.f1C",
A 2'-Q° X 2,0D~ C ~ ~L"~ COI:LA P, CIF ALL V ~ '.V - NOTEa :
PLACE CONC. BLOCKING SUCH THAT IT UVILL
NOT INTRFE'~lITH REMOVAL OF SOLT. ~ ' BRILBLE Robs
COLLAR
NO SERVICE E3E INST EQ Olt ~ IE MAIN 4®D[P PIPE 1 ~^:.lll~. _ r_ „ I ~S~II~o
SE EN THE INLINE GATE VALVE f THE ~ : , 2d"
LOCKER H T TEE.
C
I 6~ I" - ".~;1 ~~U9 FT.
i CONCRETE THRUST , ' d C ED ~H ~1. _ ~z ~ . r• ~
f~L13CKIN V; - I' ~ VALl ~ v 4~ bIP PII L _ I ~
I ! GATE VALVE I
PLUG 4ft~.J.~ 4" GATE VALVE
I ~ r~ - - CU. rl^^~ :1
I '°~s , ~ ~ ~ ~i . ST L4C ~ -
~fl TEE I- I - „I , ~ T~ i
V b ! ' Ii _ 1' I e"' ° I " I ~~I I ~r
p ° t OPp , ~F f .i. j c~ flt~ I i i w ETC'"` ~c~(~y~al,~jC ii, ~ 4 ~
~ a / , n`Y{.,fi.{~n ~
~'~6~
P °d'"~. ~ ~ CH C~ICRETE C6~ICRETI<SLdCI4NG j Y 3E a F : t~L ! , -
o e p°, oo. ° V IES VARIEI ; v , . • ~ > R 4' P PIPE VARIE SIZE
,I o-e . 9G eA~> ~I ~
STAIN MINIMU~~ FULL PIPE LENGTHS OF RSTRPrJNE~b J".i~FT PIPE. FROM TA6LE
CONC. SLOC~ING
C ~ 5
b ~ ~ ~ ~ r ~ I
V.B., I ~ - R D '
~ e a S9 t blo~o . T TO SCALD 6 T E
I
~ I €3T TC SCALE

I

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~
I~
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~ I'
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~ ' MIN. 2W OR MATCH EX. ASPHALT
THICKNESS, WHICHEVER IS MIN. 6° CAEC OR ~ MATCH F.~. GRAVEL ~ LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD EXISTING SURFACE GREATER. THICKNESS, WHICH
(ONE FLAGGER OPERATION} EVER IS GREATER. U,I EX. GRAVEL
C9 , ~ ~;,s; SURFACE a CR ~~.~~0 ~ e`~ ,i A 8" MIN. - - -
~ _ 6® ROAD ~ I y~ -
NE~d ASPHALT PAVEMENT
. L-• _ ~ ~ AHE~?D o p - COMPACTED FILL -°-COMPACTED FILL B t Y~~. ~ ~ - _-TRACER WIRE .~9 -TPACER WIRE DC3U~L STRAP IRON
2aa°~ 5aaro ~ - a SERVICE SADDLE I'
~l~ ~ . i' 'r d " •
_ _ -CUT PACK E,KIST CUT EACK EXIST EASE ' G~IURS ~2"MIN
SU:?FAOE COURSE ,9 IN FROM
ONE LAN G.rE LOPE II' L ~ ROAD i CARRIER PIPE ~-CAttR1ER PIPE ~c a~PTv~, C~:CaTE 4~C- •~~L~C?c
NEAP I ~ i
I I ~ ~ ROAD CROSSING DETAIL GRAVEL DRI R P D EXIST SURFACE TA~,a, CC)~T ~ u~
i~ I 5a' -10a' VE E AIR ETAIL C S OUR E i 2aa°} 5aa° N.BINDER COURSE I
n ~ MIN. 2" OR MATCH EX. ASPHALT MIN. k° OR MATCH EX. TAGK COAT T NIPPLD ~
I EXISTING SURFACE THICKNESS, WHICHEVER IS CONCRETE THICKNESS t~ GREATER, PLUS ONE INCH, WHICH
w EVER IS CREATE . R ~i i ~ J I rk<~;~.1 I ~ ~
l! - 3~ SCH. ~0 ' ~
B" CABC - ~200°} SQa~ ~ d ~ALV~ PIPE
C ~ ~ A ~ ~ < ° ~ STtDNE BASE i ~ _ tU .w,. W
e ~ ^.^.MPACTED FILL c+ ~ `-''DMPACTED FILL j d ~ n ~ r,;, t3 _ t;: TRACER WIRE .l".~"~ ~ ~ • ---TRACER tNIRE t , 1~
BUFFER .r-`
f f , 'I ~ 50 MIN ;i ~ ~NCI~~ 1~67~~f 6~ WEDG
: ~ ell. Q TO TAPER _ _ - _ F®
~ aa' MAX i ~ ~ T iz
! I 5aa' 2aa' ~-CARRIER PIPE ~-C,~awR1ER PIPE AGGREGATE EASE GOURSE ~ -
~li SPEED SUFFER ~ ~ } LIM?T AFT} ~ ~
i ' ~ - 55 2a0 ~ ASPHALT DRIVE REPAIR DETAIL OONCRETE DRIVE REPAIR DETAIL E~osT EASE c~uRSE ~ , ; ~ , ~ ~ ,
NOTE: m ~ ~ m I _ g
45 35a ° " ALl OPEN GUTS ALONG SOIL ROADWAYS SHALL SE SACKFILLED WITH
55 aaa I, APPROVED SUfTABLE MATERIAL AND PROPERLY TAMPED IN ACCORDANCE ~ WITH SPECIFICATIONS. ,~I ~ I,~, ~ I ~
r L ~ ~
500 ~2ao~} ~ ~ »~~i ~ _ I ~ m TC SCALE a
' , ~ NE LAN ROAD NC~T TC SCALE
~ega~ AHEAD
I I t6E
I' ' t I , -e w ~ w G
500° zaa~} i : ~ / p I W3
4 STEEL PIPE j~ ROAD
i WORK
AH AD PAINT T4JP OF CONCRETE AN13 R~SADUVAY GATE 69PE I::G
ALL PIPE NteT ENCASED RY FCTIN~ KITH 6 MdL. SAFETY YELLOW ~ , m 10a.pa ~ ~ AS SNO+NN ON SITE = .d . " ~®.Qw _
NOTE SEE NOTE 2 PERS(PNEL i
SINCTH RADIUS CONCRETE FdLL ~ WIR 3 STRANDS OF BARBED E ,Q'~G iD,-Da MAC GATE DIRE T~}P RABL TOP RAIL I i II
1. A SINGLE FLAGGER MAY BE ADEQUATE FOR LOW VOLUME p m 4 PT A S5 3 O.C. ° { S R ) APPLICATIONS. WHERE ONE FLAGGER IS USED, SUCH AS FOR SHORT CONCRETE FILL
WORK AREAS ON STRAIGHT Rd~A15WAYS, THE FLAGGER MUST SE VISIBLE p
TO APPROACHING TRAFFdC PPQVl~i f30TH DIRECTIONS. iv _ GCST TO 13E INCLUDEIJ IN ~ - D - n_ i' ~I 1 ~ . _ _ ~
2. FOR OPERATIONS OF 6a h11NUTES OR LESS, THE "ROAD WORK PRICE F{3R METER VAULT ' ° , _ AHEAD" SIGN MAYBE OMITTEQ ''n RF+L TYF ~ t 1 r ~ ~ N T~~ ~ ~ I !Ii - I,
° '
3. FOR TWO-LANE, LOW -SPEED (S5 MPH OR LESS) URBAN STREETS, A ~ _ ..m._. i 20a FOOT SIGN SPACING MAY BE USED. ' ° FIN. GRADE T - ~ I : Nd~TE 9 ~ ~ ~ '
' + ~ , F'RACE ° ~ ~ e~ o { ~
/r \ r ~ t'' ~ f r f r f r / r f r / A ~ > i J`~. . ~ k \ ~ \ , ~ r ~'~SION ~ u
° ° ~ d ~ , ~5~ ~IIA TI _ ,~a4',~ O + ~ ' .Q ~ r ~ ~ ~t~~~lil~~~Zf2i~4LLb~'E~Pe'~ 4'~ ~iE r „i ~y ~ A l i ~I~LL~E~ie~ ~ r ~ - ,I
LANE CLOSURE ON A TWO-LANE LOW-VOLUME ROAD . , , ~ ~ ° ' m ; ~ , F 1;3 _ ~ I , -..z
TWO FLAGGER OPERATION CONCRETE F~3QTING ° ° . ~ . ~ GR°-.'~~ ~ ~ a m , . $ } ~ q , ~ , TYP C~P;~ 1LI'. POST ° . a a i ~ ' ~ I m 5T ~ ~ I ~ ' _ ~-°.3,5" Dlec TdE Od I
I fl ° r~ R , ~ ® (3 O,p.~.av~, r~ i~ COV`~~i~~~H, i3QtACE r R D , } N i ,~-°TYP LINE P49ST ' '6 KITH TURNEUC6(L£ ~ ' ~ O,Lt, SGTTt9M RAIL - ~
I es ° OA a~ I a ~n WORK ° . , . Q a . n . ~ ( y~9~,. ~ ~ ev ,I , o ~ ~ ~ ~ 2~ B~eD. EOTTOM RAIL . I ~ ~ III TYP GATE PtYST
m AHEAD ° 4 ~ ~ I b~ Q n~ g ~ CONCF~.TE ~ ~ ~ I ~ ~ TYP GATE PAST ~ ~ O,D,~ ' CONCRETE o ~ J ° I I
w ° ° ' o . ~2,aaa PSI} {2aa~p 5oa Q ~ ° e : $S t?.D,~ CCBNCRETE ~ ~ G
n ~ n ° ° ° , m 12 $ ° n ~ SEE NaTE 3 S° CONGRETE ~ ~2" ~ ~ ~ f! ~ ~
f b p q ONE LAN i ' a ' ° ~ ~ ' e ' E RO D ND A c, ,
i ROAp WORK ~ , . 't ° ~ , , Q , ~I AHEAD ~ I I A~ETER VAULT ° • ° . p a m • CORNER m II
° C~9RNER / LINE ROAC~°AY GATE PERSdNNEL GATE i ~ i ° m ~I,
OPTIONAL p a ~ ~ ii > g ~ , , ~ {20a } 5aa j ~ ° ~ NOTES;
i ~Oa' 1 P D KIN TCHING DEVIOES FOR ROVI E LOC G LA i G DEVICES FOR SECURITY. ~PADLC3CKS I3Y CSNJNER) ~ I j
k I i I S TD H~9LD GATES IN OPEN PdlSIT1ON, ; I'
T 30" NIIN. 7 S" DIAMETER MIN, 2. PROVIDE LATCHING DEVICES TO HOLD GATE i!' 50a~ (2aa ~ 3. IF ROCK IS ENCOUNTERED WHEN SETTING I WHEN SETTING P~eSTS, DRILL HtBLES 4-INCHES LARGER IN
DIAMETER THAN POSTS AND SACKPILL TO G ~ gACKPILL TO GRADE KITH-I=LASS ~S~ CQNGRETE. ~
-n ~ ~ Q ii ~ ~ '
~ 2aa' ~aa~ ~ ~ : TO
Soa~ Q ~ ~ ~ l ` ~
t~ n ~ _ 'I
~ ~ o,~ ~ ~ SCALE ,m
~ ' ~ C ~
tt~~,, ~1 ~J 'ry., I ~ _
~ )L~
d
^.,I 'i'
,F~.1 ' I [ i ~ ~ BUFFER
°~.,8 ~ s 50 MIN TO TAPER
F ~ , , ~ tpa MAk
C LONGER TEE EOLTS
~a 2aa' S w ~ ~ ) as I 5aa° 2aa' DR ALI~: ~ . - . ~ '
~ ~ } ~ END ROAD I ~ ~ -4_-~
W®RK i 11
I 1 dOPTIONAL} DUCTILE IRON '
3' SHOULDER 6°-a~ 6'-a° 3° SHOULDER ' 1 ~ soa° 2aa' ~ ~ i t } M~ BELL
i'
HEAT FUSION JOINT ~ SPEED BUFFER I 1 ~ ONE LAN - - ~ LIMIT {FT} , ROAD SLOPE r/ ~ / ~i
1,,;/ AHEAD n. o /!j i , r
V 1 20a I .1 r 4 ~ _ -
U, ~5 35a I ~ i
_ ~ ' \ ~ 55 4aa ~ , \ i%._.::_.._~:: i 9t ROAD
WORK ~ f:
~ AHEAD COMPACTED SUBGRADE HDPE PIPE
p- ~ 6~ MIN. CRUSHED STONE ~ NOTES: 9"TOP SOIL HDPE TO MJ ADAPTOR ~92~ v 92~ _ . ~~o
C' J w
G;~ I; I. FOR OPERATIONS OF 60 MINUTES OR LESS, THE ROAD WORK ~ AHEAD SIGN MAY E3E OMITTEp.
NOTED USE ON ALL CONNECTIt N!' ALL CONNECTIONS OF HOPE TO DIP DIET d,
2. FOR TWO-LANE, LOW - SPEEp X35 MPH OR LESS} URBAN STREETS, A 2aa FOOT SIGN SPACING MAYBE USED. ~~',TEa I
Q ~ 3. GENERALLY, THE USE OF °END ROAD WORK° SIGNS IS OPTIONAL FOR
~y ~1 SHORT DURATION WORK_SITES. HOWEVER, IF THE WORK SITE, ITSELF, IS _ - , ~I ? ~
~ LONG, OR THE BEGINNING AND END OF THE WORK SITE ARE NOT VISIBLE a a ~ ~ ~ _ , ~ TO A DRIVER PASSING THROUGH IT, THEN SEND OF WORK° _ _ ~ , ,
~ TY1 L E TI I SIGNS SHOULD BE USED.
~ ~ ~ ~ SCALE C5 n, m T TC SCALE

~ ~
Q. ,i 01
~ T AIf' ~"'f1~~° (~S °~"tl~~
OT TO E C' I
CN (Z}
'i

- _ J .
i - - - - _
9f1-3,43in eft-S.1371n eft>9.~3in INSTALLAT'IQN RECC~NIENDATIa~NS:
(J OVERLAP NAX. SPACING PREPARE THE SOIL AND APPLY APPROPRIATE FERTILII~R. #TE PERTIIIZER AND SEED. ~°*Q~
TOP ALONG EDGES OVERLAP 2. RENOVE ROLL OF MAT FROM PLASTIC COVER. BOTTOM LU i, . UNROLL THE NAT KITH NETTING ON TOP AND BTRAI"° ~I -I=' ER. ND STRAW FIBERS I~" CC , TFIE SOBL. M!N°
4. ON SLOPES, PLACE THE MAT VERTICAL TO THE SLOPE ~ D A_..------~----^ 9 ~ . ~ _ _ _ ~ ~ ON DIAGRAM. THE SLOPE AND FELL{ T PP a. , - ROGEDURES SHOWN MAX• ~ FLOW ~
~ 5. IN t71TCH LINE `~!~~~A> , PR ACE THE PEAT PARALLEL TO THE F ~9 e ,.LFI TO THE FLOWLIN6: OF THE DlTCI~ AND FOLLOW ~ i~ ~ ff;/~\%f STEEP GUT OR _ . %/~f'
C1 0 _ R. .'~~.A ,.~~op t7 O S P STAPLINGF..~~,G~~,~.~... ~~~IO~N 0~ ~iAGRAM, ~~-~A~r~~, _ a\p Q ~ o TA LE LOCATIONS~TYP,j 6. SIDESC~',",~~T^~il~s~a~,l~^lu.a~~ ~Tt'~~~~T' ".TTEDSNUGLYTOG FILL SLOPE
~ /i p O ( ~ ~ . ~ p o a °pQ~ ~ ~ ~ ~ ~u EACH S ~ '~i9tS ~ =I~~C~OEA _ "IC91•- OF THE PLASTIC I _J SNUGLY TOGETHER BEFORE STAPLING. F THE PLASTIC NETTING APdD SE SET FLUSH WITH T6~IE ,~j,~jr I
i c~ F ;~;r
p °D p t7 ~O ~ ~ ~ S. TO~b'~.d.~~J'i~aURCANCEOFSEEDs;MdFERTILIZ_~~BY~91N p d ~ ~ ,y s ~,r--_ 04 O J ~ . P~. H T AT DAREA-_~. _T FILTER FABRIC TO \p0~ o GRADE SLOPE SHG L E .ACED ON T E RE E CTILI~E PY !,~o1ND OR HEAVY RAIN° MAT ~ ~~~,~•~A ' ~ A WI ~ ~v 2 TO 4 HOURS. FOF ~ Ca ~ ~ CTED ? i
BE KEYED INTO ~\p f 9 ~+HkG~~ DBF;~iCULT SOIL OR GRADE CONDITIONS .,:1ST, A C Qp ~u~ IONS E~•;IST, A CLOSER SPACING OP STAPLES MAY SE f ~fj~ WtTH E':G M' °~'d~ ~
TOP OF SLOPE ~ i u ~ ~ REOUICT~.~, MIN.} 0 ~ 1 ,~s~, 9uCP ~ ROLL OUT NAT ~ tOLL OUT MAT WP -COMMON ROW FDR I
~~C?q ~ 28.6.8?an "Y a~ Qp Qn°Q ~ f ACROSS PAIDLE Out ~ ~ THE FLOtAI 'HE FLOW ~11TCH LINES. PLAGE B STAPLES ACRQSS ,
~o C7 00 0~ 98 MIN. OF ~ ~ ~ ~ ~w R ~ USE 6 STAPLES AT START ° " ~ ~-N OF EACI9 MAT w ~ ~ CLASS BRIP-RAP ~ v~ cn I ~ ~ ~ 6 6 SEAM. '
SMOOTH FOUNDATION op O .a Q O ~ ~ UNDER FILTER FABRIC QpoQpO g w a. r . ua UPSTREAM SLOPE POSITIVE GRADE 1.p°~ ~ ~~~i
o a ( NETTING OR TTiN MA G ~3 3- t~ 7.2i ~ C~ ~ S SE ~ ~ C~ I ~ Y ;
E PECIFICATIONS ~ . i'' ~ p p a MIN. ~ a a~ a 6 ~ i~ o , Cs ~
. a'p F - Op fJQo pC? C3 u. ~I < Q ANCHOR TRENCH - ~ .°•~co.o ~ ~ sIDW;.LC9PE5 !l///!/f~lf /ffl//!~~//!f//~~~~/1I~// it
0 ~ ,~.r~ ti C7 C~ -
Y ~ o END OF LINER SHEET , ' . , ~ ~ ~ ~ r n. b a _ - S LL T N O . . n li C) ~ •
f\ \p o\ Qti' s~ `S
f~\ \;,-}~o~p r ~ 9, APPLY L`~E, FERTILIZER, AND SEED BEFORE LAYING LINER. ~ ~ tiQ~ 2. LAY Ll~ l ~~s FROMTOP OF SLOPE OR CHANNEL AND UNROLL IT DOIrVN THE GRADE. ~ 6 . STAPLES STAPLES„ yr~'~ ~ ~ \4 ~ ~ ~
%A k ALLOT ~E~L i~ING TO LAY LOOSELY ITH t+~RINKLES. DO NOT STRETCHLINER. ~,h;-~,, ~ i\ ~ , LCe.,e,~3N5 '\i ~ : 3. EIURY T:IE UPBLOPE END 1N AN ANCHOR TRENCH 6~ DEEP,-COVER WITH SOIL AND TAMP ~
~ ` FIRMLY. PROVIDE STAPI_~'S 1"° SIDE B~ LON I , AN ~ ~ . ~ USF OUT6;6~~E i x G N N D OVERLAP AS SHONtN ABOVE. ~ ,y~ " 4r \ \ F S ti~ r ~ ~ ~jj
TOJOIN T~?OSTRIPS, CUT ATRENGHAND ANCHORTHE END OFTHE NE~~LiNER. s . ,o~,F~' ~ OVERLAP THE END c ~ T . ~ `,EVIOUS ROLL 92~ MINIMUM AND STAPLE 92W O.C. ~ G~ ~,f f - ` , . ~~~f ~~al?I Boa €i i\\~~~ u ~
. - „1. . BELOW ANCHOR TRZ:~:::; . ' ' ~ =~L'~ ' I
~Ad fLE ~ ~~aF~tisS/ t,,~:~ sEl2 END ~ STEEP GUT GR ~ ~ DE F yGrrS a;S ~ ~G~:~dlDE D9TCHES PLOP Iti1f-~?' SD THAT " ~
4'a. ~a . 'd .:o~ ~ : o" .d H N NC :u~~~2WN FELL SLOPE " r^~ THEREARE~NO LGV~G 5'~~1Vlk~ "1~1•IN 24~ ~ _ ~
OFSOT70M GENTERLh~'~ rF ;~":'Gd2 ~ ' rl •.16/..x.... ~ C-9
INSPECT PERIODICALLY OR AFTER RAINSTORMS FOR PATTERN Ft3R ANCHOR STAPLES ~I - ~ ;~'~l - °°'q';~, DITCH LINE APPLICATION p ~ _ f" j~rr. i rw
® , a . .i~~~ , L EROSION OR FAILURE, REPAIR ALL WASHED OUT AREAS i ! ~ ~ ~ «_,y~,-~.~ ~z_,~-~ BY RE~C~RADING, RE-SEEDING, ANi~ RE-INSTALLING LINER NOTE:
I ~ - AND MULCH AS REI~UIRED, TO BE USED IN DITCH NO.9 FROM JUNCTURE OF DITCH NC i o~i~ r T SGALE i FOR A TOTAL LENGTH OF APPROX. 500 LINEAR FEET. R OP DITGH NO. AND 3 TO OUTLET DF DITCH NO, ~ ~ 9 r+ a ~ ° o ' EAR FEET. I~ 4 L ~

~i'', ~ d~ i~ a a I9 6 a0 BB e ~ ~ Ipp ¢.R40 N 0~rpq, g ~ A W W r.„... Y ~ 9 - , P ~-0 a T TC SCALE
II - ~ ~ ~ ~ T_ ~ , ~ ~ _ ~ a
T T - 1~ a c~ °
ud c~ w
~i EXISTING SLOPE GLraSS S RIFRAP ~ ~ ~~~w~= ~ i
ORIGINAL DITCH BOTTOM GRADE ,
N LY EX AV TED ASIN VATE 9.5 ELO EXIST. DIT H G A SEDIM NT TRAP BOTT DI l E~ C A B , EXCA S ~ C R DE E OM MENS ONS 24 x 2 ,BIDE SLOPES 9.5:9, TOP ELEV. OF STORMWATER ~4 ~'rv
I 5I SASHED VOLUME 20A fT~ 8'•OW N 8'-Ofl MAX STONE 2.®' LEVEL STONE APRON AX SAX ~ ~ OF 5 OR ~7 ~`~~Y~ MAX AT ~ ~a~• STQ..E ~ 2 CENTER
5.0' LANG, 9D.0` WIDE 95' EDIMENT POOL EL.-VARIES
~ EIR ELEV. CLABS'E' EROSION CONTROL STONE FILTER FABRIC 94 GAUGE ~ it ` . ~ "~r ~ ~ t_~ ~ ; I MESH SA'~I~ ~ S -t, ~
i ~ 9.0` MIN. d~~o o 'I i ~ \;0~1~ ~nQoO ~ NATURAL GROUND
c G~po~a c,~o 29 MIN. EL. VARIES APPROVED ~ ~ ~ ~ . , . , FIi~TE9~ING FASRBC ~
~ i ~;r ET SEDIMENT"` ~~C'oO.~~~a)^G~'r ~ 3:1 , r;, t t Ci I ,u C EANOUT STAK.: ~ , ~ ~==~:::.s. ~ . . _ HE1t~HT AND WIDTW DETERMENED SY ~ ~ ~ '
i v ~~~'V BOO ,~OOUI G,~O~~ ~ ~Ot.t"t--v~, _ _c, G ~ -RO J, ~ GGo^~O G~UrI ~y^,,Y~~O/~G~\o~0 UO~c q ,^~L//~ _ ~ -PLAGE ~5 STONE EXISTING TOPOGRAPHY AND FILTER G~.OTH I~ ~ , ~ FILTER AGAINST SEDIMENT STORAGE REQUIRED.
UC1~~U60 ~LpC, J0~ 0~~~} X E.® ~'V ii ~Q~ ~~1~, ~ MIN ~o~: _ FENCING WHERE KEY RIP RAP INTO THE DAM ~ _ ~ tv REQUIRED OR AS FOR STAEILIZATION. , °d"- ~
3 5` ' DIRECTED SY THE
a ~ ~~c rOo~r~o~ c 24 2.5 DEPTH °p i ^.C oC~i`v 9.5:9 31DE SLOPE - _ r , , I . ~ I ~ ° ENGINEER, DO NOT PLAGE CFIEGK DAMS !N ~
EDIM NT o c.~3~ r ~ , S E 9 0~ G ~ I: I i FI TER FABRIC ~r s L STORAGE c..~, ~ - --°3 I- I ~ ~ i , LIVE STREAMS. -a 1 I a.... ~
GLASS'B° ER031ON CONTROL STONE l J_~P •G~VI~ ~ UV I~-9~ ~'w~E ~;9,`:! ~E I I d I d 1 B 1 to I ! r"'
~ 1 1 ..~T,r~~~`~ ~~l T I I Ivd[~J6 i ~..1~36~ I I CROSS SECTION 2„8 NATURAL GROUND i I FILTERIN:= " ~)C I g I'u: ldy~ ; O;'~~'~C~.) E I STONE SECTION I I ~ n7C' I I a ~ 9~An°GI~~'C~TF" ^~°1, ~ ! _ ,-A ~ I 1 ° RYE ~ - ~,5' MIN.
I I SECUREDTU ;iR~ I I S°~.~~ s~L l~IT1 11 ~ PROFILE VIE1N OF ROADSIDE DITCH } AS BEEN LOOK N9a O I AT 8° O.C, I 1 [V~. 8 5T!~PLE I I I I ~ w 1 1 PAERIC . ~ ~"MIN. - r_ d I ~ I 1 TRENG.., C~~ - _L ~ -
~ I D N STREAM } I I II it
I I 1 ~ J L.J_ ROCK CHECK DAM ~ ~ I ' TBT • TEMPORARY SEDIMENT TRAP DETAIL LJ ~ l~l SOILAI._ ,GT 5 ~ ~ - - ~ i
i W_ i " r' .
o TYPICA FOR ROADSID T S I d~~~ 4'q ( L E DI CHE -9.33 LB#FT STEEL POSTS NOT TO SGALE NOTES: STEEL POSTS QoQ~~~~ ~ ~~„~YQ6o~o~oa'~ "'~oa(~ Y° Y~°° ~ C N
a , - NOTES; 9. FOR ARE;":S OF L °.~TH S"+C~'""iLL, PO""~" P"'~' BE SET A' ° .3- . , SHALL SE SET AT °'~'PTHS OF M1N, ~ a©~ ° 0 4~ i ~ ~ ~
~:?~`~^Cc 9. CHK BA51N AFTER EVERY RAINFALL UUHIGH CAUSES FLO1N IN ROAI381DE DITCH. ~ ; :4 ~p F " ~ I O d ~~cra ANDANC a TF~~u9!'~~ C~ - B_ 92 ~ TH F LLT BE 'ITH PILL TO S- C" "'TED, ,
C~; ~ REPLACE STONES YUHICH ARE DISLODGED. _ 4 ~1~.~ > 2. PROV EXCAS~~;TICtN AHEA7 4"~F SILT FENCE `~r- . REPAIR ERODED ABUTMENTS QUIT T ; ~ i I 3 H S ONE. VELOr.T L SILTTRAP. ^F SILT FENCE TO .ICT AS A FILTER GLOTH~, ~a fl~~ _ °
i, ~ YUHEN BASIN IB 9/2 FULL CLEAN OUT SEDINENT AND DISPOSE OF MATERIAL BY 3.-G4NTRAf; : _J. IAINTAIN AND REND' IE BUILT UP SI .~~.nF: BUILT UP SEDIMENT ON FRONT 5t1EW ~i ~ ~ ~ ~ ~ '
I I SPREADING A:PID SEEC3ING OR INGORPORATINGINTO ~ACKFILL""IG OPERATIONS. - _ I ~ E FENC - T ~.RVALSOR, 3 - .REdTEp BY INSI 5. A4'TER THE SITE IS ST,~E~ILIZECI, THT Ba w c~ 1 C I ~ ~ ~ ~ -ASIN MUST BE REMOVED '''D MATERIAL _ ' ~ LTERNATE i al `.I4._ OR METHC r ECTED SY tNSPECTOR. L = THE DISTANC SUCH ~ 1 TEAT POINTS A JD ARE' " ~;IAL OR METHOD OF EQUAL ELRI...7~ ' ~
SEDIMENT STORAGE DI~PC~~D ~3u- z~N r,~,C~l•c~a,~NCE VVR~',~. SHE-SEDIMENT EROSICs~ .COL POLLUTION ACT. UPON d ~-F . I"t;~ d ENGINEER. ° L ?m'
I I 6. Pl~y'6vd~VT S,~! a BL° II`3G~L~~316~; ~6's~ UNIT SID PRICE FO'i~ C ~ ~ .:NS ' U,~!LESS SPECIFICALLY REQUESTEU~ BY THE ENGINEER. SEE B~'-BIB OF PAYMENT FOR .0.7 (}a ~ A S I~' ~ ~ ~ A
~I I ~ ~ Pr~YMENT TERMS.. F ~
7. ALL TEMPORARY SEDINENT TRAPS SHO~IN ON PLANS SHALL BE SIZED ACCORDING TO THIS DETAIL. ;C- I
~i ia, ~Em ,0 T S ~~~I
XI ati~O I ~ T ~ ~ ~ I SPACE GHEC"f C:~.~~ 5 . ~ A CHANNEL ~
64~i 1~J~ t 6t1 ~ i~ li PCB G~~~~~~~ ~_T a ~ ~ SO THAT THE G.;E'? eF DOWNSTREAM I
DAM IS AT ELEV. ~TION OF THE TOE
I~`~ I ~ L . C~ , J, :y TG ~L ~t SCALE t9F UPSTREAM D~ata~. ' ~ _
a~I,1 NGT T~ SCALE ~ ~ ~ _ ~ .
6
~.~d~°' iv~~°'~ a
L•_i a _ _ ~ ~ ~ _ ~ g_

~ STD, SILT FENCE POST (TYP.)
POST {TYP.)
FLOC i
Q
\ J 10° 1 ~ ~ q(} {~v i"
~ ~ / \ ~ .„~g1' ST Ol~q,. a
~ GLASS 1 RIP-RAP Q9 ~ E A NO.57 \ ~ I ~ f ~~'C / a / '0~ ~ o 0 0n .
~ ~ ~ +Q SASHED STONE ~ ~ ~ ~ ~ r r,.-- J ~ e~~~e 4° ~~~~a ~
FLO FLOC {,r / a
I • . ~ ~ FLOVV 7 FL04Y f Q p p / .
e e ~ /i r-~ o ~ S" MIN.° 0 o CJ
~ 4 / 0 ~ ~VQ RIP ~,AP,~IEADVUALL O O 0 G? c~
~l n' I . , a l r C~ fl Q a L~.I ~ ~ ~ ,r-~,~____ - ~Jp ~ 0~ I Q O~~ ~°Yfl~Q RADIUS TO ("1 ~.I ~1 U ACGOMODATE .."~~-T ''5 O" ' -T
. ' ~ ~ NO.S SASHED STONE a CJ ~ OC7 LARGE TRUCKS ° ST-~ -
C.? ~ ~ ~ ~ ~ ~ 9° THICK R 3' HIGH ; NOTCH AND FOLD ~ I NEW CONSTRUCTION `D ELEVAT6~ 7ao° MIN.
~ ~ FABRIC OVER ELE AT6 w., i ~ ~ a ~ sld_::vD v:
9~ - ' ~ - HORIZONTAL POST AST
~~~I ~ ~ ~ 4 ~ ~~d ~ ..STEEL POST EXISTING 711° MIN.. 30° MlN. j ° ROADWAY '
~ r ~ ~ ~ WOVEN W1RE FABRIC
Ch ~ w r ~ ~ i s ~F ~ 1
r' ~ F ::':Id ~a~E I ~ WIABHED STd~NE ~ ~ Q, i ~ I ' . MORI20NTAl, POST' ' } c ~ 'I.;~ - ~n - .SILT FENC': m
~ NO. SP YUASHED ~ 'I I STONE A TO R A Y REA BE O DMA ~ i'~ 6 M1N. - I ~ ~ ~2~ MlN.
~ j i ~ ; DISTURBED SHOULDER ~ ~ ~ 0 E ;E B,PPLICASLE AT ALL POINTS OF dNGRESS I - EGRESS UNTIL SITE IS STASLI~ED.
FLOOD SEDIMENT GRAVEL A R1P RAP FILTER ~ ~ STORAGE 2' RIP-RAP STORAGE BERM BASIN DETAIL _ _ - ' ~ ~ f GLASS'f3' RIP RAP (TYP) NCiTE"; ~ _ ~ ; 2. Gt: " UGTION ENTRANCE SHALL SE PLACED FOR ~ ~ ~ "ILlTY EY ALL ~
ZONE - AREA ~ ~ , ~ Cj NEADVYALL ' =II~III vc _ _iC~lt?N VEHICLES. e ~ ~~1
TO PROTECT EXISTING PIPE ~ ~J _ ~ INVERTS THAT DRAIN 9B ACRES ~ ~P DRE,°rSING AND ROUTINE MRINTENANGE SNa".L ~5 PROVIDED ON I
4s ~ , ~ ~ m• ~ ® OR LESS NOTES; `i, ~ `~E AS REQUI~ aD, CONTRACTOR S9iALL STOGKPlt E ~ ' :W ' STONE ON SITE, ' I ,~,r~.E.
I , i 1. INSTALL aILT FENCE PER STD, SILT ~ ~ ~ f0 ~ ~ a . FLOC ? MATERIAL THAT i;'~ES IT TO EXISTING PUBLIC ROADWAY StiALi SE REMOVED ' ~ID CLr.INED Ihi,.:®_.:..'ELY. ~'a h rt
Q ~ 2, LOCAL > ~ =1''r ;ARCED f7UTLET AT LOt~I POINTS L ~ K~ ~ PIPE INVERT ~ . IS ~i
OF SIlT E !CE BARRIER. _ -
h, ~ ~ • 9'-8" 3. PLACE R6P ~IAP 9~ITH CARE. DO NOT TEAR laJ j SEDIMENT CLAS ~ I ~l;v-P~>~ - t'~ SILT FENCE FABRIC.
STORAGE ~ iLTE ~L ~ ZONE _ .H„ O FILTER GEOTEXTILE -~L~--,
NOT T SCALE
q) SEC I N
MAXIMUM SEDIMENT DEPTH ~U (CLEAN OUT LEVEL m _a
(o CL -T I'v'_,I ~a1 NOT T scat

. _ TO P S` LL...:, - - - - EAr- ~r , , ~ a - - - _ _ TOP OF STS !a~~..a S~
~ DE-WRTERING BAG STREAC.d DIVERSION PUMP
~ w w H DISCHARGE HpSES P SS U P 6 II
2 x 2 STEEL PASTS INTAKE HOSE BY A P M Q I, PIPE STREAM FLAW p~ I =LOS COFFERDAM ~L a~ ~ ~ I
~ i lW I CATCH BASIN
VELOCITY ~ 112~~1i2" WIRE MESH DISSIPATIpN AREA Ij
2 x 2 STEEL POSTS ~ 14" MIN LENGTH DE•WATERIN ~o °o ~ a~ ~ , ~ I 1 r _ ~ g 9 I,A ~N ~ NT
57 WASHER ~ t,~,.. STREAM-WISE ~ PUMP
1/ " 11 " W S STONE. ~ - 2 ~ 2 IRE MEN - - - m _ u. . ® c~ tNATER TRAN5MIS510N MAIN ~ e ~ae~ann '
57 WASHED . ; , STONE _ 3UMP HOLE OR 1a ~~s~T ~ m 1 - ^r i
o POOL 12~ TO i d n > . _ . , D I 1I1 E 2° A. P D . n . . . d
. , PUMAS SHALL DISCHARGE " . ~ ONTO Sr+~1D'~"CGS pR R1P RAP u. _ +sdYrl b rm,~u a4-v .w ,hFNp ..ice. ~ ~ k
- iv ~17 , p TCs ~sb.~IPAmE VELOCITY F~~ 1" MIN. ~ YVA7ERTRANSMISSION ~ ~®a„' ~ Il.;h. ~!~,F~E~ MAIN TRENCH
2" MAX, - ,
///f ~ ~ ~ r~ A~ E i ;
, .~ti f ~ aL~ {
CLEAN WATER D19CE f-,~ SILT FENCE - - ~w -
DOWN REACH SEDIMENT
DIKE TO FORM VELOCITY AR6A DISSIPATION POOL SEDIMENT Warn nor ro ERCEED rear wn~on
DIKE GAN 8E G4NPLETED In uns DAY 50D CP A9AXINII~§ ® 6,E A ~ o ~ ~ o o THE FL~~ , a, E"._ ~ - OFF I~t L, .
_ _ i i
TOP OF STREAM BANK a O ~ ~ _ . ,p
O 3pN I 7r
- ~ TOP OF EYPASS PUMP
STREAM SANK ~ j
T S: N NpTES° STREAM FLAW 1. DRIVE POSTS INTO TWE GRpUND Tp A DEPTH OF 1.5'. f. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WpRK NpTES: - ,y E~
2. WIRE MESH SHALL EE HARDWARE CLOTH 23 GAUGE MIN. AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULfl 1. COFFT°~~~~i SHALL BE I'"':"`"~NED AR"7 CI;? '~TRUA ~Lm. ~ ~ AND CONSTR~DCTED SY THE CONTRACTOR.
R ~ ' } _ _ I ~ AND SHALL HAVE 1/4 MESH OPENINGS. SURD FABRIC 1 DISCHARGE ONTO A STABLE VEIOCITi~ DISSIPATER C{~NSTRUOTED t~F RIP :RAP OR SANDBAGS. COFF~,'~,~. 14 TALL SE 1 ~ -0 0 . " = .N T~ ' AND EXTEND TO THE TOP OF THE POSTS. 2. WATER FROM THE WORK AREA SMALL BE PUMPED TO A SEi~.~lla ~I~I~~f G=ILTERING MEASURE SUCH AS A 2. Bl'~F' - LIMP ~9UST I~ r I~ .:I° ~ aLI r : = s, US ANp SPAN THE ENTIRE IQTH OF THE CHANNEL. , a ,T~ , T I~f ~ "-'~I~ a
3. SEDIMENT CONTROL STONE SHALL BE X57 STONE. HEIGHT DE•WATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED I r~'tICE, THE MEASURE SHALL BE 3. A ..TILITY INS ~ ~'~I_E.Ia...:..._ ~E:aM E aLL TIMES, ~ ~ , ~ _ _ _ 'TURN STRER 5E . AtiD E3F,NIC TO TI}EIR ORBGINAL ~ ~ m ~`EEQ ~ ~ _ _ m . r'r ,a
~ ! OF STONE AT WIRE ~IG,SM SHALL BE 121NCHES. LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CH~'~~INEL f~~"_C'U~d THE DOWNSTREAM II~- STABILISE G~rd'h6, REMOVE G~, r~PuAIU`~ , A. FASTEN FABRIC SECURELY AT TItE CORNER POSTS. SANDBAG DIKE WITHOUTCAUSING FURTHER EF~SIONBETWEEN "G"HE SILT BAG AND STREAM. aSTRUCTIr~9 EiI~F~ v~~CL"LDBE DE r t+~~~.~ED ~ DE- FFERD ( - ~ ~ ~ ~ SILL TIOf I. i e . ~ ~ JE CO sTE L ~ae ~ ~tAT ~ ~ ~ T°~ ~`~O'.."-LD DISCHARGE v ~ ar wi _ a m ~ ~ ~ ~ - f~ ~1ll4~
I' S. AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL G'~ dNATTED. I~ ~ Fa ~5IlT ~ ~Z.,F~if`~© ~;a'OP O ; ~~C P ~Bf ' s a '~~r _ -.'s TE 5A5E. ~ ~ ~ m7, ~ ~
°S S „L_ ,uvv~~ ~ ~ 2 56~~ OF THE CROSSING - ~T, .~~0 : ~[aFPS C9F CROSSING. ~ ~ ~ ~ ~
O. FOR-~P~ P~:'~r C~Z~3S ° C ~ETIMB_~~~~ i, :~.!G'~ TINEI" ~ nub _ - ~ l C - O'~HERTEMPORARY
t~
ry m
- ~ ,c m ®m ~ ~ ~ ~ T _ DT TO SOLE ~ , ' r° s.~~._ e . m 4 ~e m., ,A, „w
NOT TO SCALE ° _ r~ - - . ~ - - Ilia i~~T T ~ ~
- NOT T Ca Sig ~ n A ~
l
m u
a~f
F.IPR"~° °L ASS INRICATED C I , I. 5 bTYP)
PIPE OUTLET Tp WELL PIPE OUTLET TO FLAT AREA DEFINED OHANNEL
NO WELL DEFINED CHANNEL -,:.n, r. , ~ _ - - ~ ,...e !
C w a ~ ® P I ~f I
~'i', A A A
1°~s ;~+~,.1'~~,~~._ ; . . t~ ~ - ~ ~ r~ 3 S U S OTHERWISE NOTE! ~ ~ r NOTE, .1 SIDE SLOPE. NLE S , ~ ~ ~ +-~r~'°~ , r ~ o u . I, , aim ~ ~ r'~ r, WIDTH VARIES HERNdISE NOTED ON PLANS. - a „ _ - .-iG.. ATE ~
a
i ~'~}~U'd ~o AS NOTED ON DRAWINGS ~ ~ ~ ~fin~ `~'~'UC. STRAW Wf NETTING OR GRAVEL SEIJDING OR FILTER FA®RIC - °
, ~ ~F, ~ TEMP DITCH LINER C) ~,~~r ~r 01 ~ ,,~A}~y,~ TRAPEZOIDAL Fop^e~ ^~4SS 1 D PTH
; ~ d a'
~ ' ~ ~ l ~ h , ~ icy. / / / ~
/~//1~.... \~`ti\~ ~ ~ E 24 - _ ~
PLAN PL,N 'I /~j ~ \ ~ S ~ / f i / r
/ l La .a ~ ~ La ~s r ~ ~ \ ~ r a ~ ~ F\ ~
D 3 r / / ~`f / V 1 ~ ~ / f
~ ~ c~c~ rQ r- c~c~ ~ ~ ti\\ ~,~Jcc~ o~ ~ ~ a~
~ e ~ ~o y o ~ . r FOR DITCHES WITH HIGH r : ; ~r* ~ J ~ - VOLUME FLOWS RACK SLOPE ~ . GR~ +'~,L 13EQDING ~ "R . . _ I FABRIC t
~ , . , ~ ~ ~ PROTECTION MAY BE NEEDED PE I PERMANENT -GRASS LINED R
I~ , t~ ~ ~ ~ _ PER STANDARD DETAIL TEMPORARY a 3TRA1N ! NET OR DITC~9 LINER PARAf30LIC I I ~ ~ . :I- -
i' 6~l~LiC'`® 1 i,l ~
~ ' RIP-RAP NCDOT-6lASS II i, SECTION A•A FILTER BLANKET SECTION A•A W T 5: ¢ 4 TO 12 ; ~ 1. TO E:~ USED 4NHERE EXCESSIVE S~';' lE ~ e _
EROSION CONTROL STONE ~ECS~ DITCH INV VELC~CITIES PROHIBIT VEGETATI~- L _ 1 - ,
NprES: ii _ _ pi 1~ 4~!310N FOR D A V~ VARIES A ~ 3 b
9. La IS THE LENGTH OF THE RIP•RAP APRON. MIN. TRENCH WIDTH 6') f~" p ~ Tar, ~o.aSIGN. ~ ~~i~_` .,e 3. 511:::- SLOPES SHALL 5E NO , .N 2:9. m -
2. d =1,5 TIMES TI ~ `;MUM STONE DIAMETER BUT NOT LESS THAN 6~. (12" MIN. FILTER GEOTEXTILE TYPE III r ~
3. IN A WELL•DEFINE.i CH:::dNEL EKTEND THE APRON 1!P THE CHANNEL BANKS TQ OR N~ 57 STpNE AN ELEVATION OF ABOVE THE MAXIMUM TAILWATER DEPTM OR TO THE TOP AGGREGATE FILTER a ~~~t~ GRAVEl13EDDINS~ „y.~^
OF THE BANK, WHICHEVER IS LESS. qR FILTER FAERIC C7 ~
A. A FILTER BLANItET pR FILTER FABRIC SHOULD BE INSTALLED BETWEEN TWE I, RIP- P AND SOIL FOUNDATION. I'
u ~ i ~ 11 V-SNAP
~ 7 - TI I , _ , ~
~ ' .OT SCALE ~~1~ ~
~~~r ~ w I ~ s o_
a ~ W se ~T TO ~,~L ~a`~e NAT ~
L~ o-p i
~1
II
!1 - -
! 9 Wg (qy Itl1A'9P!"
A ~ ! R6.~ . ~ L r ~ DIRECTED Y' THE ENC~NEE
STEEL (JST
0~ ' I
t~ ~_LLt-L~~L ~L~L ~NICSEC~N
I° ~~~~LI~L..~ L.L~L.L.I~~.LLL-L ~
Lt,l , ~~L~L-~~L I~~~LLL~LLLLL~
~ ~L~I~I~~~L hf~ErL~~~l~l~t_~ L- t~ ~ f~L. hL. L.h L ~
~L L._LLI_I_LI_LL_LLI_LLLL~~L~I_. L~~ L ~ ~A~~
~i - ~ ~ ~ ~ , i , ~
~ ' I 11 I
_ ~r~ ' i j L - FNGtI~C -
Q - _
i ~i ~ I - ~
!t) j ~i ~i`un ~ _
~ II q r~;~
~ S~"E~L ~`?S~' ~ a ~ . ~ ~'J~~,~i~~ I f:
~ Std
4. T E E ~ 'I C° iEG _ '~a . ~ ,
~ s' ~t~l7 Y ~3° E E PROTECTION c~ I ~ ~ L 2
~ ~ CAi ~E~CIIV ZONE
~ KEEP OUT a J
~ RA® ~pWa ` , L48 bo
~ ~ - ~ , ~ ; '

try " cv ~ ,L, NOTES:
C7 fi ~~;ba~~, ~ I ~ , P~ r- C It„~ ~ ~ Tt~ SE ~ D WEATHERPROOF MATERIAL. .
4: . I T~' ~~~~®l ` ~V~41"I Uv,~'~~~~~r..eCa9P~Om~;,°~~.;"= Ct ~ ° d ~ I,
_ . ~ ~
F-,. b ~ ~ ~4', ~ ~~l~J ' ~~~a~t ~ IW,j9~ ~.r~m~ i~~I~ ~ ~ EST@O ~~D
Q• ~ f11 , o ~ , I s ~L~"~9I?I~L~' T6~ EN~_: r - 'S r F ~~IC. , a, al o l
~ ~.a . , T1 EE PR4~~~C~'ICN FENC . , , a ~'UR,~TIN OF PROJECT.
CL it
l Q)
(z, N b C-) "I- & T REE PROTECTION FENCE a II
~D Q) _
Q1 g ~ a, VDT T SOLE