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TT NGS To E THRUST BLOCKING, NF I A 0 ARY IN ~ ~
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INGS. R TH BUILD TR NARY INTE IQR OF E S EAM BoU D Phone (93!' 647=5959 Fax 93,f &47--7'x35
FLOODWAY 1, YA ~4U E R www, dbsen r. cc~m 9 REVISION
TFO T SP x A TN O M S. 3 9/15/05
N S, NT RIOR OF BUILT G ON THE I SETBACK LINE MINIUM BUILDING
10/11/05
TELEPHONE CABLE ~ AN OR Po FOR PAD D LE 4 SEE ELEGTRIGAL PLANS EL GTRIC LINE E C NS, x2/20/05
RM R La ATIO M UNTED TRANSFO E 0
~ U~ ~ EXIS i I G UNDERGROUND N A ONG SANITARY SEWER PROPOSED MANHOLES L 5 G~3APi~~O SCALE ~ "=50
TELEPHONE LINE LIDS. AT R TIGHT W E N A R L
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~ - ~ X TING OVERHEAD POWER E IS W PREVENTER . CHECK BAGKFLO 6 DOUBLE - • ~ ~ , w 0 50 X00 X50 ~
r - ZU N WILKTNS Z MODEL SHALL BE R .~,G-~.~-. ~ PRO~'OSEt~ ~A5 LINE / / e~ / r ~s r M
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ii:i r.i .••.•n•,•••. Non BO LF OF .y rnF r PROPOSED 3 C r ONp )IT r a WATER METER
!mow ;"vw •.,r„r'n^.,iV ,vA';t~^.'rrfi'ww i " ''A...:awv.w• ~n.r,r:u~. ya. c ~ax~,;cr,±.~~;pmka~? ys~d ,~V 1 ".~•,:,'~'~vk''x,.':A..w" ~M:~ ,~.::S;:n.~:~RwP.rn,'::::::;::: t:„.,v:ar,;.L:,f ( w,:w*.~:'„':,•..... 'i.;it; wA.~.:. Messer _ STNS ? r o TIE TO w. S , • EXI CASING t •
1-'1 A.Mn,;,~tiwS;;,'. ;art.:>•'. DB 416 PG 543 ;~t •r -o r r a MATER LINE USING AO , roF TAPPING SADDLE
6 SANITARY r .00 a 2 Q \ G~ o AID VALVE o A / t A) D?. WATER SER A'O*kE P`61A • N NP . r r SEE DETAIL 2 a G r VAG 1-0.01 ~z r DETAI L1 +I
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a M:::: PROPOSED M w CONCRETE I°
,;ENCASEMENT as • ° r NOTES NOTE. LOCATION OF DEPTH OF EXISTINS UTILITIES ARE ITIES AM
-lam ~'4;v tV'4vt M /1.~ .oe 'S:U',x •fS,;k::J,:: 4:w.^i•C~A % 1.7. `~h~ k wM" . 4rw ~iY C. 0. r r Q APPROXIMATE. CONTRACTOR TO VERIFY BEFORE r 11 BRIDGE A13UTMENTS CONSTRUCTED OUT OF THE 100 YEAR FLOODWAY CONSTRUCTION. 5+&I,?0. +y OF RICHLAND CREEK» DEFOE
coo ti -0IW'i : i A C.0 • r r' 2) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CORPS 404 PERMIT p r AND THE TOWN OF WAYNESYILLE SPECIFICATIONS. /fir ¦ , M i~•~ L
r-i 4A • r 3 USE FITTINGS AS REQUIRED TO MATCH STREAM BANK CONTOURS. EXISTING p 4 RESTRAIN ALL FITTINGS WITH MEGALUSS AND THRUST BLOCKS. UNOmSROUNO BAL
o 5 ARMOUR ALL DISTURBED AREA OF CREEK BANK WITH RIP-RAP. ~ IN r PROPOSED S TELEPHONE CENTERLINE SIDEWALK 8 REMOVE AND REPLACE EXISTING $ABION BASKETS AS NEEDED.
SERVICE 6 SANITARY,_------- p N 20 UTILITY EA SERVICE, ~....!L-l.- SEMENT cu , • p
" C EXISTING SAS LINE APPROX 0 $ELB( .j
KQ*i(U BA t)(ISTING . » • Y------w ' 9o ELBOW
iO+iB.87, pWA PLUBM STUB . • ft- FOR AND R . • ~fE.A FUTURE W" moo DATE:
CRE ~pq ROX _~,~rr~ March 31, 2005
r w"" RICHLAND : CREEK CONCRETE ? THRUST
CD 0 BLOCKS ROAD BORE WITH 6' MIN. r~ , , WATER LINE AND 18 CASING DES: sNEO Bar:
TOP OF PIPE TO L.S+ BE 3' MIN. BELOW w Katie Cook
4w PROPOSED B"°-~ 1~ f_.,» Ferguson SIDEWALK EXISTING STREAM • EXISTING 90°EI.Bt wr SEO» 4 12 WATER ~~x MK~µA'-1..14~4ttiK4\4ti4•.S'.4W+lM1M1NKMMHY.WI.N• DRAWN BY:
+ r,. LIME • ~ ~....;55y,a:... BATE VALVE ti4 ~ ~~J{' t2s N~d~ 1;,\~'t~,.t11~'2.riw+,?";~1,"Y,i'•'~~` BATE VALVE Katie Cook
a) PG 191 *low PLACE NEKU UNOPENED BIOS OR TIE TO EXISTING SACKCRETE TOP OF LINE FOR WATER LINE USING
CU 4-) p NAM BALLAST AND ARMOUR. A TAPPING SADDLE USE DUCTILE IRON . , wr.•.J r<r? + t ~r~ S.A,,•, SHEET REF.:
. c ~p- U G ~ cu 0 :YVV~ t~~,.ii N•~•ttii C~~~Ni 2.`~'i~ ••4i' ,~'S~S,'.x1~.'y` RESTRAINED JOINT PLACE 6• OF GRAVEL OVER ;~.•,.r~~~"~„~+,rr.~,~".w~.~.•~1.c.n..~,vti::.~..k.•w»' PRESSURE CLASS BASS OF $ACKCAEIE. BACKFILL
cu > 350 FOR STREAM REMAINDER OF DITCH WITH RIP-RAP. CROSSING IF SOLID ROCK OR BOULDARS
U wow ARE IN BOTTOM OF TRENCH PROVIDE 6" OF GRAVEL BADDING
pr © r BELOW PIPE C 3
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GRAPHIC SCALE ~"=50'
• ~ • F PAN aUN ARY ~aa YEAR Lvoa L T s a
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09/15/05
~SF~S~'~SF~SF#SF~S~# GTL`f FENCE
12/20/05
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