20070382 Ver 1_Site Plan_20070305

s11~ AMR
NOTES.
sEwERPIPE S1~ANDARD RIND Fi.ExIB1.E MANHC,~E PIPE EMBEDMENT D RIND AND C~V~~ 1. WYE CONNECTIONS ARE STANDARD FOR NEW 5EWER MAIN CONSTRUCTION.
MANHI~E P1PE EMBEDMENT' MATT:RIAL ~.EEVE ~ MATERIAL NOTE: ALL CASTTNG~ ALL CASTINGS SHALL BE 2. FORCE MAINS GARBING DOMESTIC WASTEWATER FROM SANITARY
ENTRANCE ti . ° MANUFACTTJRED IN FAGTURED IN THE USA CONVENIENCES WIT}#IN A SINGLE BUILDING, MAY BE CONNECTED t~~CO~~ TO A 4M MSD GRAVITY SERVICE LINE PROVIDED THAT GRAVITY FLOW
A t~NTTRIJNE OF , z MIN. g • INLET PIPING IS ~a/8 4 LIF (li d M 0 ~ b/8 4 UFTfIuG 8~ r; (TYP.) ~ ~ WILL BE MAINTAINED DURING PROPOSED MAXIMUM bISCHARGE RATE
NOT ALLOWED IN • ~ a,, -~.r"'-".^.,,~.,,,..' - EITHER C111ADRANT , f ' ' ' e • ~ e~`,~~Q`~ ~~~:a .~au~ ~ C7G FOR THE GRINDER OR EFFLUENT PUMPS .
. ~ t ~ + , OE1TI.ET. , f ~ ~ • ~ 3. WHERE COVER IS LESS THAN ~ FT, DUCTILE IRON MUST BE USED. pp ~ SANITANY ~
CO V Efv CC~VEf~ ~ ® ~ ~ 4. WHERE DUCTILE IRON IS REQUIRED RISER MAY BE CONSTRUCTED WITH SCH. 40 PVC SEWER
7 l 7 i A ~ •r.,r`• A I'ENTA-HEADEt ' f • REQUIREp ON UNDISTURBED ~ ~ ~ : • 'ENTA-HEADED S.S. CAM LOCK SQUIRED ON 5°~ MANHOLE'S ONLY'"
SECTION ~-g . ~ .`•~a+~ f.. MAX UNLESS dTHERWISE INDICATED 5/8 ~ LIFTING BAR (TYP,)-
,N s ~s~f. •f ~ .fig ~ ''•a f~ ; . ; MANHOLE r: N.C. COUNTERSUNK PVC PLUG
CAST IRON FRAME ~ C : STEPS •`'~w . e;. ;;e. e FORMED CLASS CONCRETE f.Y ' I• . CONCRETE ANCHOR BOI..TS (IF REi:;IUIRE[:I)•
_ P .a : f . , s w , ' f . . ' f • '•r FOUNDATION
BRICK P ' % , f ` Afl~1S1~lENT . ~ .d e ~ ~ . w.,..,....~..,...
M MATCH FI'AME TO EXISTING
tNTEaur~~ of ,nx ANHOLE PLAN SECTION • ~ ~ INLET PIPING IS . a : rt' STEPS i GR~ DE: Ft:7R LANDSCAPED LOCATIONS s _~:i; , ~ ~ CLEANOUT BOX ~
~ ° ` , • NOT ALLOWED IN „ ~ » ~ ` ~ aw >s~" -'z'~ 3 E.h~: ; ; INSTALLED ON 8 OF ~ ~ COMPACTED PIPE v
e ~ EITHER QUADRANT > • ~ ~ , ~ •d AD~3INING THE MANHOLE °.,i • ~ w ~ ;Aa_ =A- - ~ EMBEDMENT MATERIALS z
" , OUTt.ET. `1 ~ ' ` ~ ~ 7 d ~ e` ~ M ~ ~ Z 2 x1/'Q~ BUTYL. ~
MANHOLE STEPS ~ r ~ R AN T ~7LE DETAIL ~
MANHOLE saws 8 ~ CONCRETE GHOR BOL a.l
l••. wREC6 v s P PRECAST I~iOLE FOUR (4) MIN. 1 FT. SECT1ON OF PIPE WITH GLUED CAP. ~ ~ BEND ~ SEWER LATERAL CONSTRUCTED
TAIL ~ A B . ~ ' " , r ~ m• o DROP C~JNECTIONS ON SEWERS v A ~ ~ FRA~~E SET IN Nor SECTIONAL PLAN IN NONf~'~AC)WAY L~~~A~~IC~N AT ~ GRADE uNLESs
. , ~ ~ ~ FLEXIB LARt~R THAN 15 DiA, REQU{RE ~ ~ 4'- p' ° ~ ~ ~ o • ; ~ ~ MANN DE~(~Pf SUBM{T`TAL BY 'fHE . i MINIMUM r ~ ~ ~~T ` ; SLEEVE ~ ENC~NEER MACHINEp SURFACES OTHERWISE fNDICATED.
e, > ~ ENTRANCE 7 , ~ ~ a ' cy IN~DE ~ " 2 ROES STANDARD J~NT JRFACES
DINT . e : , • e ; , ALL PIPING DROP i ~ ~ gym- MANHOLE FEAITJRE SHA BE RUBBER '.',f MECHANICAL J(NNT D.Lw. 1 MAY., a O O O `*t" a 0 0 O O aaaa0a000aaa0000aaaaa0aaaa®Oa00a aaaooaaoa aaaaaaa
. ~ ~i~ ~ SEALANT b,~ ~ .,e• .r ~ u ~,r O OaaaaQa00a 0 0 0 0 0 0 ~ as CONNECT TO EXISTING SEWER
T.~ ~ ~W aw I U • ~ x . e' ~-~6 A1~.~~IfrNT-r a M 'r-s as SERVICE WITH APPROVED 1~ (MAX. %;1.
~`,...a <e' ~ , Uz GROUT - 1~ ¢ l , . ° GOUPLINGM OR INSTALL PVC PLUG r .,.,~,.q~,~ 5 i r.,». Oaa Opa~~ ~ ~ , ~ a O a O FOR FUTURE SERVICE.
1 ~y U M CI A ENTRANCE . ~ a i a?-,~ ~ ; SDR 35 PVC OR D.I.P. BRICK 'I s ------3 BRICKS ~MAX.~ • ' e~~ a~aQ aoao° W}iEN REQUIRED BACKFLQW . '~°-~~-~----GROUT aaaa°a °a°a°ca a; • b a o a VALVES SHALL BE INSTALLED 4N
DINT n.~ s• 9? a ~a- , ~ e ~ { k 1?" 's4i~,7. IN ACCORDANCE W .5 r.. ~ DETAIL A ~ ~ / ~ ~ ~ ~ ~ 2"x1 4" BUTYL.. ~ • , ° ' PORTION OF LATERAL TO BE / . UNDISTURBED EARTIi
e ; ~ , PIPE EMBEDMENT a n , • o rl M~ STANDARDS ~ MATERIAL W M ' ~ cs ,v a i. ~ ~ ~ . ~ s ° f "i7 OR ~!'il STtE TO ~.._._._w_~,.,_..__._ I "°°`~°---PRECAST CONCRETE GRADE DING MAINTAINED BY PROPERTY OWNER.
Z ~ ( ~ ! , ~ , P SwRINGLINE OF PIPE PROVIDE STONE BEDDING UNDER
r . > ~ (Mr_c~~~~CALLY TAMPED) y, r . " ~ > r : r ~ ' r A ' ~ s'. J ...e,,,„ S' RE1iA~. t ; ~ a . , . r r a ! , d o• r ' z" Min. , y ~.4; w } ~;INDISTLiPBED• ~•---w..,''^ (OR TAPPING SADDLE) AND PRECAST is°LE BEND PVC REQUIRES 6 BEDDING
r , r- r p ~ ~ ULL LENGTH OF SERVICE TRENCH SHALL
~s r, ~ , -~6 PIPE EMBEDMEN ~ • , a ' , FiN2MED t'tA ~ 9 CoN~ r~r ~tE MAT~2IAL SECTION C--C ~d .f' ~•.-,•.f' Ta~RINC~_tl~~ a~P~l~ BE COMPACTED IN 6" LIFTS
P ~ ! .I ~ ~ d ~ , . ~ , t ~ . ® O' . • . @. " ; k. ' r r i i 1 A i Y' 1 E VET ~ N 1 "PIPE EMBi~fiMENT IN ~~AD~1~° L~CATIN
PIPE EMBEDMENT NDISTURBED MATERIAL (x,57 or ~T STONES MATERIAL
SECTION A-A NDIsTURBED ANDA TAIL
S ANAL UL',T~ NO?~`: ~ ERE M.H. IS l~~l ;OAP SHCI T IL ARD DETA SA v ..~..~..~,_..~~~..____v~..____~_ . °'OAD SHOULDER ~ ~ ~ 'I`ANDARD DETAIL e~,t`~ ~r:?l~t SeWer,t.. Dtlstr~c.t
SECTION A-A RaA~~ poES NOT ,A CURB ,a Sewers a District NorES: Metro ol~te~ Sewers e zstrict G~.ET`TER, Igo NOT UsE ~,rl~;~oR et~l.T Metro ol~tan F vA CURB AND of ANt;•'OR BOLTS IN FRAME.? B~:+nc~~srrlbe Count Noah Corollna ~~~I"0 Oll~~n. ~~W~;I'c~ tv D1S~~'iCt y, P
P g of MANHOLE STEPS TO BE ~RTICALLY IN 1,[NE MATH of Buncombe County, North Carolina ~ ~ Buncombe County, North Carolina ~ .~...~...,....,w., of Buncombe County, Narth Gorolina
INVERT OUT" FOR PIPE 18 ANp LESS. OVER 18 -.a-~-~~- NOTE: MSp OF ~ ~.tr#~ COUNTY' TO BE LOCATEp !N LINE WITH BENCH. USE TYPE V~ ~ I Y N T"H APPEAR ~JN Go ~.E.~ _ L WHE GOUr~T ~ TO k ~ r-~ ~ S~AN~.~A~~~. ~ANH~L.E F . ~ C~V~:, idLY WHEN .SEWER
NOTE; i ANp TYPE II PROPS FOR SEWER GRAPES UP TO Y iN E WITH SYSTEM IS TO BE ~A~~'TAiNEp BY M l~ANMQI.E .STEPS TO BE VERTiCALL UN ANp INCLUDING 5~ ONLY. rA1NED BY MSD _ S A N I A R Y E V~ R f~ VI T S E SE CE
4 ) "INVERT OUT" FOR PfPE 16 ANp LESS. OVER 18 ' Tp BE LOCATEp IN LINE Y~1H BENCH. . M +APPROVEC ; MA"~' 6 199 _ DMSD-7o 'Rev. 11/n1,~'07 Add Hate Re: Made In USA APPROVED: IMAY 6 1998 MSD--11
~ APPROVED; MAY 6, 1898 ~ MSp-1 REVISEp 12/4/03 APPROVED: PENDING Sp 4b a
B~" TI7
1 'MIN,
FI WITN NAT7UE MATERfAL LL
TO RfV~"R FLD©R ~ E I
~ UNOISTT1RBEp EARTH +-sutY3 ~ ...E i ~ r~' ~ L. ~ i ~ ~ 1 E :r i ~ ' ~ ~ 1
RIUER FL40R l SERVICE TO B} CC~NNECIEp '7UApRA! SERVICE TO BE ca ~ 0 ~ r I . , ,~y ~ I~~ I TH S QUADRANT M. ~ e, , x
I d ~ , COUNTERSUNK PLUG ~ ~ ~ ~
a . •..A ...a. e ~ ° ~ ~ ~ I ~ as w~~. I I ~
• ,y A• ~ • s MINIMUM + ;u ~ SEWER SERV{CE ~ i a . A' . ~ LL ~ ' 2
Q~• . r • 4 ° .r Q d 4 ~ ~ I / 1 0 1 ~ ~ A
• 4 , ( v 1 ~ ~ ' I" my. m. ~ ,ef. f^'. i,.,. ' s ~ I
12 MffV. ALL, WASHED STONE EMBEDMENT MATERIAL ..a • - 3"MAX. ~ I
AR~tJND PIPE • i i W ~
FLO~f • FLOW I & a- a t0 ~ ! ~ q,. ~
~ ~ ' f • a,e 't Y/~ ~ i :~aW~ ~ I
'e • • 4` w a,, ~6 ~ ~ U1 U 0`_ ~ ~
; , • * • , 6 MINIMUM ~ • • ; • • . ~r' , ~ ~ I I ' ~ u . i d~ - -
r` ' • t ~ 1~° rIIN, - 9° MAX 13~` MIN, - fS~' MAX, "MIN. WASHED
STONE BASE
PIPS C~.L?, 24 f SEWER SEI;,VfGE ~ 2,009
STAINLESS sTT::EL CLAMP MINIMUM (TYP.) t
'yf 7• i ` i CONS~~RUCT SER ~IGE I.JNE AT
~ fr 4 • 3/4 DIA. OF SE EVER MAIN ~ 4. OR HIGHER n • , ~ i
i ~ ~ r, ~ ~a °1
`i _ ~ -r _ i ~a r...~.W: j
nr r.~: ~ 1
s
a~ + ~ , . e s, ,
~i. /
NaTE:
1. all SANITARY SEWER CLEAN OUT BOXES AND COVERS SHALL BE MANUFACTURED FRaM GRAY
APPROVED FLEXIBLE PIPE COUPLING 1RaN (CAST IRON) MEETING THE REQUIREMENTS MINIMUM WEIGHT CHAR
OF AWWA C110 AND ASTM AS36. MIN. WEIGHT-LBS. 2. All SANITARY SEWER CLEAN OUT 80XE5 AND
~~CVER 25 COVERS SHALL CONFORM Ta PARAGRAPH 2.01{d) i
OF ITEM 1i, SECTION V! OF MSD'S TECHNICAL (SASE 4a SPECIFICATIaNS (MADE IN THE U.S.A). TOTAL UNIT 65
NOTE: ONLY ONE TRANSITION IN PIPE MATERIALS ALLOWED BETWEEN ANY TWO 3. SANITARY SEWER CLEAN OUT BOXES AND
MANHOLES COVERS MANUFACTURED BY U.S FOUNDRY r__.. r (HAND HOLE RING & FC COVER, MODEL X7610), ~~r+ ~y p r~? L TANKARD DETAIL i
~TANI)A DETAIL STANDARD DETAIL t~ o,~ ANDAD DL 1 AI RKS HEAVY DUTY EAST JORDEN IRON WO
Metro align Sewera e district ~Ietra olitan Sewar~ e District p ~ P ~ of of - ~ MONUMENT BOX, MODEL X1574) OR APPROVED ®litan. S~W~Ta ~ District Mct~. ca ~~i~ta.~. ~cwer~ ~ D~strxct P of EQUAL. U.S FOUNDRY HAND HOLE RING & F(, of
Buncombe Gpunt , Nprth Garpllnp Buncombe County, Nnrth Cprplinp y Buncombe County, North GaroGno GOVER, MODEL X7630) MAY BE USED WHERE Buncombe County, North Carolina c;; ~ GLEAN OUT IS WITHIN AN ASPHALT OR
.j_~v~~ co~~~~,Tio~ ~ ~ CONCRETE PAVED AREA. II pp
PIPE C~~JPLING FLEX BCE ~L..~ri~~~~ U~~ A~µ MA~H~L~S _
APPROVI~O: MAY $ 1998 MSD - 69C APPROVED: MAY 6, 1998 ~ MSD - 15 f.)~~d 1 MSD-6 APPROVED: JULY 14 2003 MSD-12 ArrROVE . MA ~~i ,

I
t r o olitan Sewerage District
a
C° ~ r , ~ tt ~ r re < ~ ~ ~i to ~5~1 . of Buncof-fibe County
~ . s ~ e..........~......~..~,...
~ - ~aEA~. b;:
ITFORD AV E. at U.S. 19-23
STANDARD DETAILS
c~ 1u~~`~ ~9 ~ sa +v1 ~ ~ P.
F ~Y, ~
DRAWN: DN 0A' APPROVED: W.P.C. SC. R!A'4.: MAR. s46 '.C. SCALE NOTED
_
w m_~._______M.~__.____..~_...~---_._____~_.~_~. v,.___._,._.._....___..__m__.~,_._.~.._ e...~~_____

f
_ _
;r
Initial bockflll
ASKET ONE PIECE RUDDER G P CL igh tly Compacted)
" WEgUIRED WHEN SUBJECT MAX. 1 j2 CLEARANCE 0 iNUNDA114N)
STEEL CASING PIPE - Ma in to in Trench width
IGKNESS SPEGFIED ~ GO ~ PENTA HEADED ,.S. GAM LOCK ~N M~ PROFILE DWGS. 0 ~ ON SEWER ~ ~ to 12' a bo ve top
5/8 ~ LIFTING DAR (TYP.) F p Q G GABBIER PIPE {D.I,P.) ~ ~ ~ t of' Pipe
PIPE GLASS ~'ECIFIED ~ SANITARY ~ ' Initial backfiP! ~ r
ON DWGS. _ CENTEKED ~ ~ ~ IN CASING PIPE SEVdER • tedl ~W _ ~ t' L,gh tl y Carrpa c ~ ~K ~ e ~ ~ U
~ Ma;n ta;n Trench ~;d th
AM LOCK ON SAW CUT INVERT ELEVATIONS PENTA HEADED S.S C RADES SPECIFIED ANHOLES ONLY AND G 5 ~ M AVEMENT ~ ~ e t SAW CUT EXISTING P Oi.RLAY AS DIRECTED 3Y a, to 12 above to,~ ~ ~ . r
WER PROFILE DWGS. , ON SE P a THE ENGINEER. ~ of Pipe ~ ~ , y .4 is h.. ,~,~E d ITUMINOUS TACK( COAT Q , d
5 B"~ LIFTING DAR (TYf'.) . / ~a. c kISTING PAVEMENT E Pl ~ Inv. . , t _ ~ ~ MENT ~ . R
I ' UIRED GONGKETE ANCMOW DOLTS (1' WEQ ) ~a,J _ " i_.. ~ a . ~ W- l~ ""~~-•2 TYPE I--2 ASPHALTIC ~ #67 StaneEr~bedrrent Ma ter, ~ 1W" ~~py
XiST1NG BASE COURSE p.~ E COURSE p. ~ ,w. ' ~ , ~,..,,,m A • ~ CONCRETE SURFACE COARSE ~ ~ ~ ~ In Rock ar Wet So,! llnly
' , ~ , " b,,.~ ~ ~ CJ ~
MATCH FRAME TO EXISTING , T YPIL`AL • ~ . COMPACTED TO ~ .~._.__.__w_. 8 OF A.B C / TF\!_J'C
~ _O AP D LOCATIONS GRADE FOR LANDSC E ; e._, , i _ ~ I P1~ E 1~ 11 e 100 STANDARD PROCTt)R ~._...~~.._.w._~ 04 ~ ~4~;~.0.., i~' ..aft.. ,9
NT PAVEME IN ~ UFTS. Pr e In vs ~-°'''r ~ . " t CcrTS ~ & L E S°S
AL r~be~rren t ~~r~ ~ i ,w~rla ~ " TRENCH BACKFILL MATE al #6,Z StaneEr W= ~ -l1 ~
UTYI. 2 X1 ~4 S - TO 95~ ST:~NDARD or Wet Scti! l~nl ---m- COMPACTED In Pock ,y J Initial ba ckPill
DhY UNDISTURBED EARTH BED _ PROCTOR IN 6 LIFTS. Comps c ted To 807.
CRETE ANCHOR BOLT CON o b ~ INITIAL BACKFILL ~ ~ Standard Proctor
FOUR 4 MIN. ENDS CASTING PRECAST MANHOLE SEE: TRENCH DE•EAILS. ~ .L', .I, PIPE ~ ~ ~ M.,..~,-,...,,,..~. +.n -(rye f) \("'1 \~"4 ~ f~ f t Ma in to in Trench width
TO HAVE MASONRY .t. TH 8" T'riICKNESS SE.~ 1~ llt". jy( j1 j(J'' ,)J P ! t ~ kY. V ^ v to 12' above top OF Pipe
MINIMUM °R3
FACERS & RUNNERS ay "w1J ? 1 i ~ ~ ~ i
~ ~ , , t ~~U~ PLACED 0,.,.. ,~ON.T ~I PA } Y VM W PA 0 I N C C... AK P A ~I T ~ ~
NOT MdPE~ TH~,N 2' F ~dON°~I"IEAVY DUTY TRAFFIC IN A=REAS O ) ~ q Q v :
d1~ FAt;'F1 Er~[1 OF MACHINED SURFACES FR CASING PIPE F{ eV A, r'~~:e, ~ ,
~d C~;~. 1 ~ GAUGE ( Q# ~ t . ~ .:dt^ .4,~ ;la`. a4 e.6 a i
STAINLESa STEEL 1 MAX ASINC7 SPACERS AS G PAVEMENT Pipe Inv,
D MAN~~E ACIURF~ BY NUMBER Ot= RI~B~'RiJNNEKS REf~ #67 StaneErabed~rent Mae NOTE;
CASCADE ~A~f:RWORKS .,ti:~~: 12" MAX. CERS GOUT ( } FOR 5TANDARD SPA MF'G. Gt}. OR APPWOWED . 1 DEPTHS OF CUT' OR PIPE SIZES GR[~ATER THAN THOSE SHOWN ON THE TRENCH DET~JLS REQUIRE }
t1 2 PIPE ~ rir~,• a 4 Bl1NNIWRS .THR 4 r r°" .~---3 LAYERS MAX. ~ ~ 6 RUNNEf~a THRU ~6 PIPE rrr,rr GROUT i SPECIAL DESIGN AND ,SUBMITTAL OF DESIGN DATA BY THE ENGINEER.
NNEBS THRU ~n PiPk. BRICK ~ r r r ~ ~ • , ~ e ~ , 7 BU 2X1 BUTYL. , a 1 A 0 TRENCH 33ETAll.S ARE FOR TRENCH INSTALLATIONS ONLY. SEWERS INSTALLED "~N POSITIVE T~~ TYPICAL OR NEGATIVE PROJECT: ii~IG LAYING CONDITIONS REQUIRE SPECIAL DESIGN AND SUBMIT AL OF ,ER TRENCH
~"""-~-~-PRECAST CONCRETE GRADE RING WEER. ~t,~ PI~~E DESIGN DA I'A BY THE ENG PIPE
3 PIPE EMBEDMENT" I~A• .I?!AL NOT REQUIRED UNLESS TRENCH BOTTOM IS SHOT ROCK ()R WET SOIL. T S ~ ~Y T~1 G"~ ) ,S TV 28 F T,
NOTE:
~ PRECAST MANHOLE i) DEPTHS OF CUT OR PIPE SIZES GREATER THAN THOSE SHO' SPECIAL DESIGN AND SUBMITTAL OF DESIGN DATA BY THE THOSE' SHOWN ON THE TRENCH DE"TAILS REQUIRE JA Bl THE ENGINEER.
2) ABOVE TRENCH DETAILS ARE FOR TRENCH INSTALLATIONS 0 ALLAI INS ONLY. SEWERS INSTALLED' IN POSITIVE
l OR NEGATIVE PROJECTING LAYING CONDITIONS REQUIRE SPEI DESIGN DATA BY THE ENGINEER. ~EQUIIR E. SPECIAL DESIGN AND SUBMITTAL OF
A A I AM . P STANDARD DETAIL
AME ~c COVER NOTE: WATEWTIGHT FW et rcpol.itan Sewerage District
IRED IN FLOODPLAIN OR WHEN REQU Stan ewes e DiS~,r~ct e tro Ol tin S~~era e Dlstr~ct P Metro a~~ tllstr~ct P ~ Metro ol~t~~a. ew~ra ~ of of Bunca~. of Buncombe County, North Carolina
P ~ w'era DlS~rlc~ N PLANS tr0 Ol~tan SPECIFIED o Mc ~ ~f of Buncombe County, North Carolina th Carolina Buncombe County, North Carolina Buncambe County, Nor
Duncombe County, orth Carolina NOTE: "MSD OF BUNCOMDE CCIUNTY" TO TYPICAL TRENCH DETAIL FQR T '(PICAL. TRENCH DETAIL FOR
APPEAR ON COVERS ONLY 1NFIEN THE SEWER DER T RTIGNT MANh~OLE FRAME & C~ WA E -PAI DUC T MAN Av_ ~ NT ~ & AIDE.. PIPE ~M TI E IRQ~I ~ ~ DuC DUCTILE IRON PIPE (12
SYSTEM iS TO DE MAINTAINED DY MSD ~ Y APPROVED: MAY 6 1998 DMSD-24 APPROVED: MA ROVED: ~ MAY 6, 1998 DMSD-27
1598 BCMSD-76 -21a APPROVED: MAY 6, APPROVED: MAY 6, 1991rb MSD "?APPROVED: MAY 6, 1998 CMSD97--18 g f~ k C+~ST Ij~ON FRAME ~ COVER
D''i:NIEY BROS. RCR--300058 OR EQUAL . ' Initial ba ckf;ll
TMENT 1;t" }IAX . BRICK ADJUS ( )
_ ___.A.. 7 l Lightly Compacted , Maintain Trench width to 12' above top
GROUTED OR ~a ~ CRETE OF Pipe
E'~~ECAST CCit TE ~t.r~ SHAPED ~°HANNELS ti FHANNELS , , ~
'4 r ~ SOIL EXISTING SOIL ~ f R EXISTING J,. N -1 SEE ~ NOTE: WHEN NOJ-FLEXIBLE ~ rr'"
~ ~ ( ~ ~ ~ ~ ~ DETAIL e, a IS APPROVED / ° TH FREE . „ % m ! CONNECTION 12 OF FINE LOOSE EAR ~ ~
E~ :~i~;tS;: ~JQfNT~~ A FIRST PIPE JOIN f SHALL FROM LARGE CLODS, STONES, DEBRIS, ~ ac
~ BE NO MORE: TI-AN 12 ~ VEGETABLE MATTER, ~)R OTHER o: D I i ~t / Q, Ek A FROM MANHOLE WALL. OBJECTIONAL MATERIALS. a ~
a' r5 ~ ~ ~ TRENCH BACKFILL MATERIAL ''ti 4 MIN. x .-,.,o,,,,.... A, b ~4 e d
' • 2 ~ COMPACTED TO 85% STANDARD ~I _ PROCTOR IN 6 LIFTS FOR ROWS P,pe Inv, d
a T. 85~ IN 12 LIFTS FOIE EASEMEN S _ , , ~ C7
~ ~ #67 StoneEr~bedrrent Mater; a ~ , ~ ~ . ~ ~ , - ~ a ~ ~ k DRY UNDISTURBED ~ INITIAL BACKFILL r Wet So;l Llnl ~ . ~ , ~ , ~ • ~ , ~ In Rock a y . lJ
~ e ~ ~ , , ° , ~ , a ~ , ~ ° ° ~ EARTH <?.0 SEE TRENCH DETAILS,
, c)'. ~x r ~6 0 ~ ~,cc,~ ;h r~'~.,i ,~~~,°t;, , ~ { 'i~ a-_ r c ,
.y.~ 04 , • TYPICAL ~ ~ ~ ~ R TRENCH
8" MINIMUM (T'YP.) PIPE EMB~.~~~Et~.r~h ~>dATL s PIPE EMBEDMENT MATERIAL II,I ~ IPf 8 rw9E~•~T~>~AT~r~IAL U`~DI;:;TURB~:D MECHANICALLY TAMPED •,l P&.w.a.
CASING PIPE HANICALLY 1~AMPED EXTRA REOAR ~'ENING POR C.I. MEC FRAtdE F~ CC~R ALLY TAMPED ~ ~ ~ T C~T~ f & LESS
,rip c p p Ham' TVf" J~hiD T© ~ I H 8c. T N EM I EA FILL ~ ~A CN TR ~ A TI
GAWKIER p ~ p~' TEL RE~NF'~RC~NG ~ E ~ SIDE Off` EIASE MAY `BASE MAY NOT PERMIT BOOT IN 1WHIC`-I PTM Initial b a ck f ill
CASE NON-SHRINK OPENtNG SHOWN OVER BENCN FQR CLARITY oNt.Y- LOCATE CONNECTION -REEF' BE USED TO MAKE ION-SHRINK GROUT SHA ,L T >TION -REFER TO NOTE AT UPPER E.IGI- . , a ~ , , r,. ' , ; a •D. A®,~ , Compa c ted To 84x Standard Proctor
OVER OUTGtkNG PIPE T 2 ''';P`4S CAST IRAN ~TtA1,tE dt COVER ~ ~tfl`;ti p d ~ q ROUT INSIDE I T , , ~ ~ , , ° , , , • RAVEL ~ G JON EXISTING GRAVEL ~ ~ - , , ~ EXISTING G
~ Fuu. OEPTN INVERT FUSE ~ Btu) CHANNEL ~tNT Ru PIPE EMBEDMENT MATE ~~.~ANT °1I ° " PPROVED A ~ o.' ~ p _J1~IENT MATERIAL SEAL ~ r ° .Q' - ~ Maintain Trench width
~asLE IAANHtX.E MECI~ANICAL~.Y TAMPEI ` Y' TAMPED ° ' 8 OF A.B.C. COMPA TED TO ~ to 12' above top 0P Pipe
f?R ENTRANCE ANT . , 4 A , R. • ~ ~ . a _ 1007 STANDARD PRC CTOR ~ I
r ,4 'f 1~TAIL ' 4' ~ \J I N 4 LII' I J
9 'Fi I°~.`.~ ~ ~ MiaTERIAL W TRENCH BAGKFILL ~ ~ Ca cL ~
~ ~ YVp ~~ri. L4~ Iv ±4' fllHir COMPACTED TO 95~ STANDARD ~ " F + A, ~ PROCTOR IN 6 LI T.~. r~
d'~ qy A ~ A k... a e
NN LUS WITH BRICK & Mt~RTAR i:iLL A U p9 ~ ~r N. 8" DEEP ; ~ . , ; BUi~HEADy tWi , M.d.,a ~,•,Y a"~ ~p~: r'~, , .,q DRY UNDISTURBED - INITIAL BACKFILL ;.•,.,.,...<:.»::~,~;,r, ? d
°-~-8" Pif'~ ~kIBEtYld~ldT ° ? g° ~ EARTH 2•rJ TRENCH DETAILS. Pipe nv, --W- . ? , ~ CpN ~ . P , a~ SEE
MAT~IAL ~'t; r;m I ~ a~ #67 Stonc-~'r~bedr~en t Ma teri
NQ45~Uft~p Sf~t. , A PIPE T ,A ~ c; F~
AIA'1ERIAL ` ~ NOTE: FOR (~diTTED Na~ES SEE ' "P, WIDTH ~`U
TYPICAL I~ANHOtE DE ~ a' u~ #Y ~ ~~C. I P MBEDMENT . T YP.IG'AL S~ PI E E ~~y ~ ~ MATERIAL FRENCH
`r, I~~,, ~ ~ CJ 1l ,P • MECHANICALLY 4;~~ ~
CENTERLINI": Off' ~ "A , ~ u.~ . TAMPED f~ ,,~,_r~i>y;, . a ` ~sY ; F~, TL7 3~ CUTS ~a E 0~' ~ , r, , ~ ~ . .e...,_ ? , FE 32F T
INLET' PIE6~:G 9S , • d . . ~ NOTE:
NaT TO SCAL NOT ALLU~.~D IN EITHER O'.JADRANT ` ` • _ p . ? ~ - ~ 1 DEPTHS 0~' CUT OR PIPE SIZES GREATER THAN THiISE SH UADRANT ~ TI C~ ~ ~N THOSE SHOWN ON THE TRENCH DETAILS REQUIRE )ATA =3 ~ f THE ENGINEER.
ADJOINING THE MANHO SPECIAL DESIGN AND SUBMITTAL OF DESIGN 1~ATA THE MANHOLE 2j ABOVE TRENCH DETAILS ARE I"OR TRENCH IN'STALL.~ONS `TALL.~JIONS ONLY. SEWERS INSTALLED IN POSITIVE
OUTLET. OR NEGATIVE PROJECTING LAYING CONDITIt.IN`~ REQUIR REQtJ, E SPECIAL DESIGN AND SUBiv ITTAL OF
DESIGN DATA BY THE ENGINEER. ~ IL STANDARD DETAIL
n AA l~ E A DD DAR STAN IE A.D ~ Me era ~i tropalitan. Sewerage District
l~ H istr~c~ tro ®l~tan S~~era e D Me .tan ~cT~era Dzstrzct A Metro 01~ z trzc,t ~ ~ etrc clztan Beware e D s of of Buncombe County, North Carolina
District P Metro ol~tarJ. Sewcra e ~ P of Buncombe County, North Carolina °f Buncombe Count North Carolino Bunc Buncombe Counf , Nort17 Carolina Y' Y ~YPi~
Buncombe County, North Caraiina I TYPICAL TRENCH DETAIL FOR
-YPEI~ W MANNQI~E T SH ALLY A A~. I L A N Dl. DUCTILE IKON PIPET (8"
U~ D~TAI~ ANNUL ~ ~ JA~f~ VED: MAY 6 1998 MSD--20 APR 'PROV -7): MAY 5, 1998 I DMSD-25 W17MMI
MSD _ 69 216 APPROVED: MAY 6, 206 APPROVED: MS`D VARY 27 1997 MSD--1a APPRO APPROVED: JAN ,
,
„ w ropowan Sewerage District
r ; x GAS'
x ee a r 1 ~ 4 A~+ ~ e ee 6 O 1 ~/yp 9 ~ r~0 of' Buncombe County
~ ~
~'3
~ NTFORD . at U. S. 19-
'C / rtI V DETAILS STANDARD I DATE: MAR, '06 D-1
~6`' _ ~ ~e+weeaee C' ~ O 5 ~ ~ 'IJ 3 ~ ~Er b
a sa~u ~ i~. G , ~,a ~ 1 4
~~NTY ' • - DRAWCd: ~N
~ , ~ APPROVES: W.P.C. SCALE : NOTED W.P.C.
,r»,

f
e_
"t:.° HOUSI?+'? AUTHOR~."'Y
Oi ` 1 H~ CI ~ Or' ASHFV" ~ S
i D.B. 1017 PG. 485. i'i r' 9639-12-86-3373. ce.
q I
4
S 5lTE ACCESS 3S TFdRO[SGH
KLONDYKE APARTMENTS U.J
AND DOWN EXISTING
GRAVEL DRIVE :5 D
4 P.I. STA. t i +99.56 ~ casnHC REPLACE EXIST. CL 4-J
c:oi+c. t/w ,aoNtrv-tur 4' DIA. M.H. ce.
4 A~rr ~R~.~ERT~ES 1 N~:.6f7E ..~^-.29~
r F=:3a~;; .s.;e~. CONNECT EXIST. Ei_:V.=2~: 18.33' H" & 4" SEWERS
PI.tV 939-12--7~--~' 53p~3. sEr p o~~A~ ~ Z it < ~ 0
NDTE 3~9 , 5~1 ~~sss,.~ o s
~'DR SE~"ER RIG aF Y. ~ ~.s~'. ~~v.~zoo~.~a 4• • r-e r ce.
t y '`i 15' TEMPORARY w 12Q <
EASEMENT C~ ~ S 6 t 3~ F. ~ Z~+~~ 5 S 47 l F ~ ~.tn °t 1-mm, U.
P.l. STA. 0~-66.57 ~ P.I. STA. 1 Q+00 REF IiA 580 } 5' r ~ ~r ~~N~vca S4 57 0 45 'E z02s. + /F20Ck.' WLVERY B ~ V[, S~~ ' =2COS.4' TOF=2018.Y ~
4 DIA. M.H. I C ) A NDON ~ ~ REPLACE EXIST. MANF~OLE a:
P.l. STA. 2+71.~ 8 DIA. M.H. ~ ~ C°,~ , ~ ~g ~ m~ 4.,, ~ -AE3ANDON NT. z 3
~ DIA. M.H. Y 1 ~l x N 2~ PERM NE T 0 m ~ ~ o" (u w,,. °a` rp M,4NHOLE ~RD ~Tj~ \ bum-mod
EASEME T ~ ~ ~ . ~ k`' ~ ~G . { ; t ~ ~ 'o!~ ~ 38.59 L.F. l~j~ CL' ~C 0-
t ~ .D. R S k ~ ~ . ~ ~ r ~ ~ ~ w a- © aC
7 r ~ C' ~ ~ ~ S ,I .F` ~6~~~' ° ,o ~ P.I. STA. 14+83.68 lV~jj~'N~„ S
~ i ~
6~ 66.57 L.F. y E 0 1 11 l
N184i 8E ~ 0 1 ~ ~ , v~N ~a~E r~ ~ r ~ ~ 1 ~ . K ~ k„ ~ S7 ~ ~N P.I STA. 1 1 + 43..3 7 , • ~~c " " ~ aK. Nnu. iN nsar+ar
4' DIA. M.H. ~ ~ d+~~ Easaa.~a z5 ~ M
~ ~ w r- Sir ~ ~ 53~ C P.I. STA. 1 7+82.84 °F'~ ` P.I. STA. 18-~-46.21
EXIST. $ SEWER ~ ~ , ~ t/~ as ~ ~ ` ~ '~m?'qp„ ~ ~ QI 4' GIA. M.H. 4' DIA. M.H. Zi I ~f? W s.Jwr
TO REMA ~n ~ l P.I. STA. 12+55,03 0OF ~~m ~ c) 1/ Y p
~ ~ s ~ ~ 4' DIA. M.ti. 20' PERMANENT / PLUG ~ P.I. STA. 14+45.09 - ~ ~ ~ ` ~ x ° - p,
~ r EASEMENT (fYP.) 4' DIA. M.H. NP. ~ ~ ,
_g! . - - - _ ~xis~'. ~ s~v~R 1 5' TEMPORARY •s~_nnE. ~ °^S ~ ° ~ 8:g~`~. q sr ie-
C~0 B~ ABA . 1 ~ ~DONED) _ EASEMENT CTYPJ Pc, AR ~ °~'~°1 ~,59„E p„ N b96 093.29' ^p^y o9'° ~a m. ~ + 38.40 L.F.
~ A V lr. E 93.' 985.44' ~ "S-r-.
l ~ 1 £ ~~v. -caze+• ~ o " P N76°34'37 "E w
~ rY ~ ~ DO NOl' DIS`~ UR6 Q Dp NOT DISTURB THESE TREES ~ ~ ° c~
c~ ~5 NOTE: THIS TREE ~ 24.97 L.F. P'~
P.l. STA. ~+00 ~ ~ J e ~ P.I. STA. 3+68,66 , ,,RE. :I1TSPAN
EXIST. 4 `DIA. M.H. ~a=9s5~,~° ~ R P REPLACE EXIST. ~ T4 REMAlN~RE-WORK ~ ~r oN wow a CONTRACTOR SHlaLL TAKE NECESSARY '.I. STA. 16 ~-43.98 530°31'45"E ~ ^e A ~~I~HAEL L. GREF,.NS r` DIA. M.H. t D.B. 3565 FV. 84 PRECAUTIONS TO A1/OID DAMAGING PIN 9639-1~'-85-19, THE EXIST .STONE IWASONRY CULVERT P.I. STA. 7 8+07.81 840.
4 DIA. M.H. ~ sss,~sz.as INVERT CHANNEL T® , ?-85-1920.
ACCOMMODATE THE ~ ~v.~tss~a.os
U APPROMtr~ArE NEW waRK ~ x ~ocAnc~ of so STA. 11+90± TO:ST'A. 12+55_t REPLACE EXIST. J
sEw~R Ma~r? E 1 S' LEFT. EDITH J. HAPKE 4' DIA. M.H. '~~f t x D.B. 1247 I'G. 356. CONNECT EXIST. x'
BONNIE LEE RAY ~"p^~ PIN 9639-12-76-6190. 6" SEWERS AND r
1 Via"' 4" SEFVICE L~~TTR~~
PIN X639- fi- "S-- X418 ~ Q37,~. ~ a 4 i~~r~ AL
t ~ ii~'~~.~~ i AYY r• .q~,~' CL 0
" ~ P.K, NA1L IN es ASf'HALr . U)
N=~696,23~.96 ~~937,14~2.03'
,A._ E Ft,.EV.a~a96~:91 w
a new r r.F `~"~_~°LC: ~~~=SOS ~
/ ! f
' / ~ r
Q
i .
1 Synthetic Fabric Silt Fence
Steel nr Waoden Past
Set Min. 18 Into Ground
And $ Between Pasts i
P 8 C~•1 NOTE: ALL STREAMBANK RESTORATION AND STABILIZATION SHALL RESULT IN A FINISH
A tG 1 GRADE TO ORIGINAL CONTOURS, UNLESS
~ 2 ~k j r ~.~.e. SPECIFIED OR DIRECTED OTHERWISE PLACE EXCELSIOR
a I - f BY THE ENGINEER. ABOVE RIP-RAP
~ j ~ ~r ~ ~ t~ EXTEND TWO FEET
c ~ ~ ~ s ~ BEYOND TOP OF BANK TOE IN 12 INCHES

~r, " x Y { ~ o~ PLACE CLASS Ii RIP-RAP TO IST. GRADE
d V ~ r.~LL i "'S ~f f ~ , ~ ~ ~ A w , ~ ;z. , VERTICAL DISTANCE ABOVE STREAMBED AS SPECIFIED ON
N THE DRAWINGS
0 ~ ~ I Synthetic Fabric ' ~ ~ ~ Sfit Fence
f Past r--Wire mesh st~ppart Re~u~~i ~ ~ ~
~ See note #z) STREAMBED ~ EXIST. GRADE
GRAVEL CONSTRUCTION ENTA'- "iNCE WITH NATIVE = = ~ 'MATERIALS MIN.
~ F~oW ~ Ground '
N. TS.
e•
~ Set a° Into Trench _m 4
SEQUENCE OF CONSTRtJCTIOV
~ SECTION A-A CONCRETE ENCASEMENT
STANDARD SILT FENCE 1) OBTAIN LAND DISTUftBANCL-' PERMIT (BY MSD) AS SPECIFIED
2) INSTALL CONSTRUCTION ENTRANCE'S AS NEEDED.
N.T.S. Notes NOTES: 3) INSTALL EROSION CONTROL FEATURES AS CLEARING
1) Ensure that the height of the sediment PROGRESSES.
fenced snot exceed 18° above the ground it surface. ~(Hi her fence may impound volumes
of water su~ficlent to cause failure of the structure.) 1. ALL RIP-RAP SHALL BE NC DOT SPECIFICATION CLASS II AND SHALL CONSIST OF WELL GRADED L GRADED 4) PROVIDE TEMPORARY SFEC)ING IF CLEARING IS MORE THAN 30 DAYS AHEAD OF PIPELINE CONSTRUCTION.
I 2) Support standard strength filter fabric by wire mesh GRADED STONES WEIGHING FROM 70 TO 200 POUNDS EACH, WITH AT LEAST SG' PERCENT fastened securely to the upsiope Vde of the posts using WEIGHING OVER 80 POUNDS EACH. NOT MORE THAN 10 PERCENT SHALL WEIGH LESS o~
i ~epg d ty w (re sta Ies at Ie st 1 to g, or tie wires. THAN 10 POUNDS EACH AND NOT MORE THAN 10 PERCENT SHALL WEIGH MORE: THAN xQ ~hg wire rpe~h suppo to the ~ottom of the tfench. 5) FINE GRADE, SEED AND MULCH IMMEDIATELY BEHIND STREAMBAN4< RESTORATION DETAIL PIPELINE CONSTRUCTION.
se wire tenge with a men. gauge and a max. mesh 200 POUNDS EACH. ~ spacing of 6 . 2. WASHED STONE SHALL CONFORM TO N.C.D.O.T. # 67 STONE SPECIFICATION. NOT TO SCALE
3) Do not attach finer fabric to existing trees. 3. FILTER FABRIC SHALL BE TREVIRA SPUNBOND TYPE 1125 AS MANUFACTURED BY HOECHST 6) MAINTAIN EROSION CONTROL FEATURES IN GOOD WORKING
, CELANESE OR APPROVED EQUAL AND SHALL HAVE A MIN. TENSILE STRENGTH OF 200 POUNDS. 'HST ORDER UNTIL SITE IS S'fABILtZED. i,itJDS. 7) THE LOCATION OF EROSION CONTROL FEATURES SHOWN STANDARD DETAIL
PUNCTURE STRENGTH SHALL BE A MINIMUM OF 90 POUNDS. ON THE PLANS AND DESCRIBED IN THE SPECIFICATIONS I*
j 4. SILT FENCE SHALL BE WOVEN POLYPROPYLENE FABRIC 36" WIDE. GRAB STRENGTH SHALL BE 1ALL BE IS SUBJECT TO FIELD MODIFICATION TO PROVIDE THE Metropolitan Sewerage District
I, 120 LBS., ELONGATION 20%, TRAP TEAR STRENGTH 85 CBS., BURST STRENGTH 250 PSI., UV UV MOST EFFICIENT EROSION CCNTROI PLAN. Buncombe County, North Carolina
RESISTANCE 90% AND SLURRY FLOW RATE 0.5 GPM/FT. j S. INLET PROTECTION SHALL BE PROVIDED AT ALL INLETS AFFECTED BY THE CONSTRUCTION (SEE I ION (SEE DETAIL). 8) EROSION CONTROL FEAiO;:ES MAY BE REMOVED AFTER STREAMBANK RESTORATION DETAIL
6. CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL POINTS OF ACCESS TOPUBLIC HIGHWAY' HIGHWAYS. PERMANENT VEGETATION IS =STABLISHED AND THE SITE
IS STABILIZED. "PPRO`~°: '°°°cxxx
i I
- - - - - -

p N -
~ p~,,,~ .E .~`U~S.~' ~ ~ . ~,.1~~, ~ _ h _
a~ '~E" 'l~' U ~ ~ ~ ~ , w yv
, ~r . 191' , f. f
~ L.,
1 S1TE ACCESS ~ ~ H~'~~G~~ CURRE.NTI~Y ~~FyVED t.3 'c , NL ~.XISTL~G S~ ~r~~ ~~.f R '
KLONDYKE APARTMENTS AND RE~.a~~II~~ECT TO "d r ~ ~ ~ Sr. Vvc. w (Al
AND DOWN EXISTING E
'~~I 1 GRAVEL DRIVE. 3 THE CONTRACTOR SHALL COORDINATE TH !1 4-0~
. EACH HOMEOWNER THE RESTORATION OF '~~,L P.I. STA. 11-X99.56 ~,1~ , uj RUCTION
o LANDSCAPED AREAS DISTURBED BY CONSTRUCTION I.;r .c T. ~ ~,r,1~:, REPLACE EXIS ~ ~ ~T ~ CARE SHALL BE TAKEN TO RESTORE DI,~ ~1RBED RBE j
u~!,'.n 4' DIA. M.H. AREAS iN AS GOOD OR BETTER CONDITION THAN THAN LU o "
ERTES' ~ rQvE PRQP , CONNEC~I' EXIST. ?al~ 15321 , d ~r r~= :~.1~ EXISTED PRIOR TO CONSTRUCTION ~v~=2025.22 z
P.1N 96'39-12--76-5835 S,3~8. sEr IN 12" ~o ~w vc~, ~.~:v,=~r R,¢ ~ 4" SEWERS I~v.~2o~e.e~' w. I
~oRt~~ ~ ~4TE . S'EE D.B. 389 , a 11 N~696,3 , 4 DESIGN BASED ON SURVEY INFORMATION Y ~,w...,~ BY C~ 1
. I' ~ n R iN ANDERS & ASSOCIATES B25 25.-"02! ~o-~ ~ z CIPA GLE, ~ ~ ~ ra~~2o3~.~E~° 1)258•--0297
,fir, :x ~ ~ y;~
~ rQ~'~1997,~~5' ~ ~ s K ~ 'ARY ,,.nu. ~ ~ 5 THE CONTRACTOR SHALL TAKE ALL NECESS a~ ...55.47 L.F., ~ ~ . ~ K 56.19 L F , c~ ~ r SER' OE
4 IN~:.Mi993.g5 „~t ~ r ~ ~ r ~ , P.I. STA. ~-~-6~.5? ~ ~ ~ ~ % Q a v~,,, -zc~~ STEPS REQUIRED TO KEEL THE UTILITY IN SER'~CE ~ u e ¢s \ a~ ~ 1 e ~S 16 34 E , S47 50 S4 E ~t,~;l Ctll.!'~R~ ~ 1 , ~ - ~ TALL TIMES DURING CONSTRUCTION "ter ~ LA
P.I. STA. ~ 0~-Q {REED Ai~AC~d(}N ~ 4 CIA. M.H. LE ~ s.~ . , ,w ~ 4 IN~~ X2011.8 a. ~~.m~~ R ~w ~ ~ c~
REPLACE EXIST. MANHO ~ 8 P g~ . i_ ...yam, ~ °-~t~~ > f f . .ry '-""°Af1ANt.JCIN M ~.w "N °
P.I. STA. 2+7~ .18 4 l`~iA. M.H. , ~ 4 CIA. M.H. L~, r~ ~1 M4NHO1 .~Q .r LLJ
i a . 'P rf ~I~ - . ~.y 35.59 CL
°t fF ~ ~ ~ : Ix ~ ~ 1 N63 26 49 E w ~M ~ P.I. STA. 14~-$3.65 .L' M," C3 d
r t S S.D. ~ 1 1 ~ ~ : 2 ~ ~o ~ ~ rc~~;2~1~.., ~ S < ,~r~°''~ 4 DIA. M.H. ,
I ~ <~.,.r.n ~pr i ' oa".-, i v.~C QU~.S.'w+ INV. 2012.E z¢,':'n ~ 11 N 2 , e.. 4```"'*~ ~fN , 153, 5 ~ TOP=2tl57,~'1°
i ~ va~~ _ ~ iF ~ iNV.~2(15~.01 ~ ~ u , F NCE
66. S 7 L. F. ~.0 ~ i, _ SILT E IN A~'N~k.r ,~r ~""N~I~96,011.19" °~R L 04 `
~ ~,a ~a ~ , P.I, STA. 11 +43,37 ~ ATYPICAL} ~
~ ~ i ~ ~ i ~ 4 DIA. M.1~!. •~0 a.>:v.=2057.56'~~ ti `f ~i~G ~ f,, ~ C P.I. STA. 17+52,54 P.#. STA. 15 ~4~:~.21 i.z
t ~ 52 9~ cs~ CA ~ ~ ~ ~ ~3 ""'M "'°~i r ra a ~ rQ~~`~961.66 tat r- ~ fa1N ~ 5~_a67 u ~ 4- ~ti 952!36' a tx7 " ' ~ a ~ 4 L)IA. M.H. 4 DIA. M.H. 4p~r a p M
EXIST. $ ~ SEVER ~ ~ - e~ Xo ~"y ? INV.--1982.5{7' k ~ r 5329 ~ ~ . ~ MN 15328 .1. STA. 2 + 5 5.0,3 TQA~~~31.69 r~„~~ • ~ INV.~24,325.74" TOP~203~0 a r „
T~ REMAIN -°~o ~ A!N 52886 ~ 1 H. .PLUG DIA, M. P.I. STA. 14~-45.Q9 a tNV.~~o .a~ s °trBSOUEr#!~~
" ~ TI~~1965.t?Cl , 53A0 ~ INV. 1962.35 4 DIA, M.H. _ ~ ~ ..,'4
~~=1962.67' ~ r'" s® 1N'~J.~1957.~2 . p1P ~ ~Ir~~ ~~IT1E L.F. ¢a ' 18"
y ~ ~p EXIST. S SEWER 48" ~ ° ~ s ~ Pfv~ l.~1R y ~ ~
(TO BE ARAN~7UNED) S N ss..,~s3as ~ 7025. = a ~ 8.40 LF. s 5.,~. 3
~ ~ s c~ ea~ev.~2~3zg~ v ~ N76 34 31 E ~ F
~ ~ t s ,;r,. j DD NOT DISTURB , ~ ~ ~ ~ ~R.~ ~ ca
`>I P~ ~ ~ ~ DO I~lOT DISTURB THESE TREES ~ t Q' ' « p`~ THIS TREE 24.97 L.F. ~ ~
C) C 1"E. ,~'~CHAEL ~RENS.~ P.I. STA. 16+43.98 ~ ~ ~ , 530 3145E ~ GREFNSPAN
P.I. STA. O+Op ~ P.I. STA. 3+6.66 ~ a YGP P~ EXIST. 4 DIA. M,H. ~N~1953.1 A REPC,ACE EXIST. CON TRAc.~TOR SH ~L.L 1, AKE NECESSARY _ , c~ . ~D.I~. 3565 ~ ~f. 84~ 4 DIA, M.H., ~ f PC. 849.
a~NCw~n~ r MAIN-RE--W(7RK ~r ~N 4 ~iA. M.H. ~ ~ Plld" 9639 85- ~9~ PR_,~AU~IIONS TO AVOID DAMAGING . 2-- 85- f920.
N 696,382.29 INVERT CHANNEL TO ~-937,188.0' .1 +07.81 , P.1. S , A 5 `i~ ~ LXI,~ I~. S~TON1;: MA"~C~ 1~¢Y CULVERT a REPLI~CE EXIST. t
EL,EV.~1964.05' ~ ~ ACCC?MMODATE THE ~ a~~~o>n~Ar~ ST~~~. i 1 ,-90:x: TO S•1'A. 12 + ~ 5 ~ r
~ W(3RK NE'W eoca,nt~ o~ 60 ~a PdA1N ~I J, 4 DI~~. M.H. ~ a ~'DI~' ¢ ~I~ 1,32 15 LEFT. x,47 356. CONC~ECT EXIST.
.plN 9639-~,~-76-~6~99. 6"' SE~~IERS AND INV.~n5~.1 ,b
AY RdNN~'E .LEER U~ r¢ V V $ SERVICE a
G~., D 15n7 , . 637. a ~T L o V
FI.N 9639-11--76-1418 ~ U37,2. t a d CL a
k ? P.K. NAtL iN ' s~ 5`' V)
~ ASPHAIr ~ ' N~696,236.96 L
E~937,1~2.03 ~ J.? ~ ~r 'nM.' F
y E~.EV.~a962~9iffi '
B r # ~ .m ....r
_ _ _ . _ _ ? rw. _ . ,
o z
Y _
N ~ t'~~
,gyp.
tX7 ¢ r-
taD Q
. c:y _Q ~ ~ ~ : ~ p;"T 2050...,.
a~ ~ . CC1 #r1 U d
r~ ® fv
~ II ._.t ~ `,n i
m v~ ~
a r~ ~ Q a,. c,W rv CONCRETE ` ~ 20:0
t31 C~ ~ ~ ~ ENCASEMENT ~ ~
c~ w ~ SEE DETAIL w
~ ~ fl o U~~ n~~
~ ~ ~ C3 6- f., s~ I-" ~ it ; . _ 6., 2030
o~n ~ ~ ~ to ca ~ F- a .
fSt t"W , t~ ~ z
:.RIVERSIDE DRIVE
~ ~ ~ ~ ~ 6 ~ h.
~ «a~; ~a . Asa ~ E ~ ~ ~f
Ln LU r- SEE DETA? ~r F~ > >
~ n q, + ' 2020 LA ~ ~ rn 0 Ln + rn
• fi 1970, ,n o 09
1970 J un r4 r- 00
if FZ _j if a-j
H - 15rr S.D. 2010 '
I.E.=1959.59 Exisr. I..-1962.5 2010 L'i Vl N ~ i!1 1n Cl in 11 ON of
. WATER EXIST o...c ~ o o a o u ° ~ u c v Z) ° 8" CL. 350 D.I.P.
; X960 ~I & GAS '(ELEV'S 190 UNK.) . I.P. @ 1 30% SLOPE m - o d p m = O ? - O K_
0 o ENCASED IN CLASS B o oW o o r O z _ z Z a r ~ » CONCRETE-
1.30% SLOPE.' $,rDJ.P. a ~ u LA r" o > > ~ - ? LUMP SUM ITEM 200
DAY. @ a $ to a In u 2000 01 F 0 u 0 ai z z Cl. 350 D.LR
a + z 0" SLOPE m + + Ln C N o® m a m d 00 :D h i,_ ~o co 00 o ~ Z Z~ Z~ ENCASED IN CLASS B ~ CONNECT CONCRETE-
1950 in N 0' 1950 In . m ?f a; tO Z Z ~•i X u.i x EXIST. 8' Wj _ LUMP SUM ITEM
v, if 0' LUMP SUM ITEM 01) a ~ -.J to ~ . ~ . w _ w OUTSIDE DRIOP
0', r ~ ~ 1100 i~ ff BORE & JACK If 0~ 24" 0z- CL cc TOP I.E.=20 4.30 NO LUMP SUM STREAM CROSSING ITEMS INCLUDE 1990
STEEL ENCASEMENT 0 01.250rr WALL THICKNESS o 1990 O ',Z 1- 8" Q.I.P. AND CONCRETE ENCASEMENT, AND
k CL.350 DUCTILE IRON Z Z Z,r, . j RELATED WORK AND APPURTENANCES.
CARRIER PIPE ? ' Riff-RAP STREAM6ANK PROTECTION AND
CON CONCRETE: MANHOLES ARE PAID FOR SEPERATELY. op~
0 EN0 ENCASEM';VT SEE DETAIL FOR STREAMBANK PROTECTION'. ie e"~ ` 1980
a In a 1 SEF I f 9~v ~ rv ua SEF DETAIL
04-00 1+00 2+00 3+00 4.00 V + + ca a a 2) PLACE RIP-RAP 12" UP STREAMBANK AT ALL ~ STREAM CROSSINGS.
16
of ~ ~ F-- F- >
02' rr a HTAF IN 9 IFILE :O"A'L tY jo"EWER'k E Lm I-Ax MENT Roo"' L-~ v 4+00 5+00 6+07 7+00 8+00
6{f~( Yj q3 1970 E 8" CL. 350 Ca.I.P.
It f It f SCALE: HORIZ.- t VERT.- CB ENCASED Ih; LASS B
LL LUMP SUMEITEM Al"TARNA' S a W E R R E P LAC E M E ST PROALl"20
0+00 1+00 z+oo 3+00 -1-ALE: HOW.- 1 "-50'; VERT.- I"=] 0'
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f T" ~ 1 i ~ "qppgp 9 } 3r 0J
F Y%~ f, { iaf
SF~. r . ,
,y+~ ~ti~ ~ °
q , r y~ ,,.X~ y"~, f/y~ Via;''
,~s~,. 1~. T,,, .A~.~ f".~
`~;ti I~
~ r,'' ~ , . ,,fa
1. f^',-ic~'t.7
1~ ~ ~
INDEX Q~ DRAB",4~ ! ` `7 ; AND L AT I N MAID C TI ~ U
ITEMS ~9XISTING PRpPpSED
SE+A~R MAIN S
SEVI~R MANHpLE
CC'IA~`t'S ri CAAI(t1I7
PL-I SEWER F'~ PLACEMENT PLAN & PROFILE C.O.
PROJECT SIT RW-I RIGHT-OF-WAY PLAN & E.C. DETAILS r- ? STORM DRAINAGE PIPE _
STORM DRAIN CATCH BASIN
WATER,
PAVEMENT REPAIR (ROADS)
` PAVEMENT REPAIR PRIVATE DRIVES
D-I STANDARD MSD SEWER DETAILS % CONCRETE PLUG
D-2 STANDARD MSD SEWER DETAILS ti SILT FENCE
k
..wars shall be laid a least 10 feet horizontally rarn an existing or, ri or, proposed wate'r
rain. `t. s crossing ewers water mains shall
t be laid to provide a minimum vertical
rte al distance
(clear of 18 'inches. The crnssai-i shall be arranged such a the surer i'd , equidistant an as a as ossi.f e from e wa er maim 'EA When N 1 1~~:, ,a this vertical distance is n.) possible to obtain the sewer one S a serer joints shall be
r ~ --86 ~ shall be constructed
of u c e Iron Pipe. No'icI(, ON / .Gf N
P. ~
MONTF`ora AvE. US 19-23
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