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REV,NO. DESCRIPTIONS DATE I I I tl i l l l ~1~ ~s d~ Preliminary Design
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SEE SHEET CG10~
a a
~~~Iitlln~illil~~~ SEAL SEAL scAr_E CG®101
a ~N CA~p % ~ >r ~Q CLAT Y DATE: December 18, 2008 Mac r~~E NuMeEa
g ~ EE dN9 i Q J H T C TY, T CAROLINA ®RAWN # 01517-0098 ~ HORIZONTAL' ppAWINC NUMBER n
m EAL = DESIGNED OJB ~ - 40 ~r 7 ~7
11C O Ti A I .
28419 1730 Varsity Drive, Suite 500 CHECKED JAM
stir®~ Raleigh, North Carolina 27606 PROJ. MGR. GMLJ L NA
ENGINEER Phone. [phone], Fax: [phone]
GRADING L STATUS RDASION
g REV.NO. DESCRIPTIONS DATE Preliminary Design
REMISIONS SEAL NOT OAUiD UNLESS SIGNED AND DATED www.mckimcreed.com
c

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9 _ ~i t? j / / \ , / ,i" / .fix ~r' l / ' Y \ m
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N N N N N {~9 N N N N N N N N N N N N N N N N N N N N N N N i i ~
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
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Cq , ~ ~o o~ CAT PI LL ACC ROAD DATE: MAY 15, 2009 SCALE Mac Fi~E NuM®eR MCE PROJ. ~ 1517-0193 192CAL
DES y9 ,q~; JOHN T COU T CAROLINA DRAWN SCR HDR~ZDF~A~, aRa~N~NUMa~R
DESIGNED STIR
WAL ""D' 028419 1730 Varsity Drive, Suite 500 Ppol
- Raleigh, North Carolina 27606 = 10'
fN~i~~ERp0Phone: [phone], Fax: [phone] CROSSING CHECKED GML VERTICAL T AM AND PROJ. MGR. GML ill
C-4342 P LOCATION S, ATUS: RE~~aN
RMNO, DESMIPTON5 DATE REMc( SONS SEAL NOT VALID UNLESS SIGNED AND DATED www•makimcreed. aom PLAN AND PROFILE RELEASED FOR PERMIT

I
~m GENERAL NOTES 2~,O~i D W T AS As o m° Y I,•,., o
~ 'I U E 4 I MINI N COMPRESSIVE STREFXaTH CONCRESE. ~ I YIN. YIN, CIRCUMFERENTL B Z S 000 PS ~ CONCENTRIC o s'NTEANAL Y N H O GENERAL NOTES: H N YIN, CIAGINffERENTIAI hQ ! uSE CLASS "B" CONCRETE THflDUONOl1T. H-Q
~fA O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE CdIPONENTS DIAMETER WALL TOPIBOTTDM AREA OF STEEL r ~ ~ ~ ~ ACCORDANCE WITH AASNTO Y199, CONE SECTION (FI,~ THICKNESS SLAB THI(OOlESS PER VERTICAL Fi AREA OF STEEL Q}Q-~• 39~~ O PflOVIDE ALL DROP INLETS DVEA 3'-6° IN DEPTH WITH STEPS 12" Q~~ PEA VERTICAL Fi. H ~ C7 CJ E?' H.On ~ W ON CENTER. VSE STEPS WHYCH COMPLY WITH STD. DRAWING 840.66. H p ~ ~
PERMANENT SDL HZ-{ZD A93EMBLE AISEA AND GRADE RINGS KITH THE 3TEP9 SPACED 12" [IN.j (1N,) (SQ. IN.1 (SO. IN.) Opb=Z mZ z-'( OPTIONAL CONSTRUCTION • MONOLITHIC PQIXi, 2" KEYWAY, OA M4 BAR DDMELS AT ~~LL2z - ' (p - H '•I A X X 12' CENTERS AS DIRECTED BY THE ENGINEER. CC ~
REINFORCEMENT MATTING `i09yC)-1 FAOY THE TOP TO THE BOTTOM OF THE MANHOLE. ' j", / ~ i Z 9 R1 WHERE THE YANt{OLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT _ 4 4 _ G 0.12 0.12 Q U ~ O N x ~ Z D m } U3E FORMS FOA THE CONSTRUCTION qF THE BOTTOM SLAB. ~ U Q a = IF REINFORCED CONCRETE PIPE IS 9ET IN BOTT~1 SLAB OF 80X, ADO TO SLAB Q' ~ a
X ;x ~ ~ ,X J,Y;.1 ,A~ ; . / \ IPSRM) Z~~00 THE TOP OF THE MANHOLE FLUSH NITH THE GROUND AND A MINIMUM 5 5 8 0.}5 ? / > r ~ X ~OOri OF 9 ABOVE tHE GROUND AT OTHER LOCATIONS. 6 6 8 0.18 0.16 h 2 h Z W Z S~ O~ AS SNONI DN STD. N0. 844.00, h S h Z W 0.18 N h LL O J S O H CONSTRUCT WITH PIPE CROWNS NATCIIING. N h LL ~ J 'I
~T x ~ k;' ~~E, x ~ ~-ly LIMIT DEPTH OF FILL TO 20'-0" FR~1 FINISH GRADE TO TOP OF ~ O ~ ~ t7 ~ Z MAX. DEPTH DF THIS 9TAl1CTVAE FROM TOP OF BOTigI SLAB TO TOP ELEVATION O O N Z H ~DD 1',7" - Y [S 12 FEET. Z ,H
• / ~ , / . ~ ~ D A 80TTON SLAB. FLARED END SECTION ~ N~ ~ THE YIN. SLAB THICKNESS 'T' IS THE 01MENSION OF THE aN ~,~j 'J USF STANOAAD FRAMES ANO DATES 890.22 (9HDNNI, 840.24(9HOMV}, 844.20, ~ aH W ° ~ 340.29, ANtl 840.33. Q,', UJ ~
i' ~~~y Z THINNEST PORTION OF THE TOPfB01T0Y SLAB. ALTERNATE CONE SECTION OpppE RIIKi 211 - ~ I O Z dl CONCRETE APRON SEE STANDARD DRAWYNO 840,25 FOR ATTACHMENT OF FAAVES AND GRATES NOT SHOWN. ~ ~
A ~ / ~ , i`• `TOP WIT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB NAS o -YIN. AREA OF STEEL ~ j ~ ~ ~ A DIST[NGUISHABLE TOP AND BOttOY. IS 0.07 in.' Y ~ A ECCENTRIC CONE YIN. AflEA OF STEEL CHAMFER ALL EXPOSED CORNfftS 1", ~ IB 0.07 in.2 ~ ~ DRAWING NOT TO SGALE,
F _ % i' RI
- \ ~ 6" NAX. SPACING - ``:j ~.x~V ~ t" NIN. ~~AEBAR L a. OF CIRCIMI. RjF FLOW A l /'v `K'`( \f ` E D A CLfl. LOCATE WALL REINFORCEMENT 6" MAX. SPACING ~ ~ ~ FLAN OF CIACUY. RjF p
_ ~ ~ INN TNIA OF WALL o ~ ~y ~ Y ~ ,r. IY ~ ~ . ,a rn 9 . Q . ~ iv 'r'4~ ~ ..APAONETE_, ~ ~ m ~~FRANE ANO GRATES SEE DETAIL-r _8~,~ i
_ -7 ~ , i. Z t" YIN. _ _ ~ _ ? O + I CLR. USE MIN. AFlEA OF STEEL IN TOP o', ~ ~ ~ m 4" SEALANT r ""'k.! ~ ~ ~ ~ ~ TOP ELEVATION ~CDNCAETE APRON / 1 .;'!''T.\ U.
' ' \ ~ l ~ r ~ SLAB OF N4'S @ 8" CTS. STEP STD. ~J,_-. z EACtIWAYIEACHFACE'. N0. 840. SS STE,- ~ ST°° C7 t0 G~ H I^C ~ n z ttl N0. 840.66 Z ~ ~ ~ " ~ ~ ~ 1~
~ A/AV ~ N ;~~.:r~, 3,1 SIDE SEOPE ;X ~',,h,~` ro O s FLAT TOP SLAB (CIRCUIF£RExTIAL A9 F"I O d N = i CONCRETE : ' ' ' (CLRCUIFERENTIAL ¢ Q W i 1D11 ~ ~ 8„ ,A•,-\ ~ e,~._ 8"_.. ~ ~ ~ -B-~- ~ 8" ' CLASS „8" ~ .n '-y CONCRETE a H
, j•, ; ~ ifs , j<, ~ r ~ rnuE u+o aeT~s sm. no. REINFORC£YENTj / T', f: / T, ~ 1 X % -j ~ ~ TPAPFIC BE)A[Iq 8w.ai o~~ „ ~ J W REINFOAC£YENTj Q Z H - ~ W z ~ ~ -_1 ~ Q ~ ° S 'H D, 6' , a a ~+j~ ~ ( CUTLET PIPE i ANCHOR ~ ~ d a
~;z~ \ x x, \N;~ ; ..,x ~ ~ Z ADDITIONAL W4 EACH LONGITUDINAL y! ~ C ~ O SIDE OF OPENING {t" xxmwr[c erwxa: aw.zz ADDITIONAL b4 EACH AEINFOACENENT NIN. ~ , /ti;\ ~.,Y swsa ~ SIDE Of OPENING t° 2' ~ -LONGITUDINAL ~ ~ O Z 4" 4" ~ J1 ~ ~ AEINFOACENENT NIN. ° IQ C ~ ~ ~ ~~.-P'„ ~ ~c:, ..o ~p,'P c ~~T~~ x ~
~ ~ ~ ~~d~/ V.` D CLEAR OF BOTTWI FACE E RISER AS - 0.12 IN. FT. \j `y/ i~`~r, / ; ~ ~ ~ ~ C7 TO CORNERS DITM ONAL ew.ze CLEAR OF BOLTON FACE) ~ AS = 0.12 IN.2~FT.) OC n ~ M Q : "A ~ OUTtET PIPE '-SEE NOTE Q d ° O CJ Q ~-3" SEE NOTE 6., (APRON SUPPoRT NOTCH) D ~ ~ 09 O MAX. PIPE THIS SIDE 16" ~
SEED AREA5 WITH NATIVE ~ { 1 aw.aa GRASSES AT TIME OF ~ _ ~D~ yy~ ~ ~ W ~ ="0 ~ SECTION X•M SECTION Y-Y ~ W ~
P N VI INSTALLATION H ~ D ~ ~ M - FRAME d IRiATE , wJ_ NMI '~I-:
m r SEE STD. 840.54 Z i _ ~ ~ FOR MANHOLE BASE x= N rn Z H DITCH GNADE-, N rZ '--BASE ]N•1 Z ~ GI _ - H ~
~ ~ r ~Ii - ~i-- - d' ~ ~ 7, . ~ RING AND COVER w ~I ' ,li==it'=--~~~ t ~ ' ~~r 9~ a ~ C7 m _ _ , ~ ~ i I , _ _ r N4 eAR 2 W
FLARED END SECTION o ~ ~ ~d ~ ~ I_ _ ~i ~ i ~ l 'x~~~~ REINFOIICED CONC ~,li~',Tk-,~ ~ I'-- r ~ ' ~~~A MINININI DIMENSIONS ANB _W_AXTIfIES FOR CONCRETE DRAT REINFOIICEO CONC. W ~ 9 - ..,v__ -------,-----,EO DROP INLET { ~ ~ ~ ' i W 1- F' ~ CUSIC YARDS OF OEWCTICNS ~ ~ I - ~ a W / FTC. (SEE STD. y ~ PIPE ~ SPAN WIDTH HEIGHT CONCRETE IN BOX FOfl ONE P]PE ~ ~ f i ~ Q,"
L.qr_ 4.0 ~ ~ i ~ t 7 .,.o°,p :o•~o ..o,',o~.o ?'.p'.n~o. FTC. (SEE STD. Ir--i~--ii' t 5.. _ _ 1525.01 2E S ~ ~C_ _ _ : _ 1' i . , ~ i REQUIRED) ~ ~ ~ _ , r F ~ USE MIN. AREA OF STEEL f _ 1525.01 IF REQUIRED) ~ ~ D A 6 H BOTTOM i H PfR ~ H MIN. TOTAt C.S. R.C. ~ i i ~ ~+-PoATED O.I. ~.-t
ll ti A F~~W . m ~ ~ , Ix BasE sLae of ~ ~ , 0.12 inz PER LINEAR - _ 3 ~ 3 SLAD FT. HT TOTAL 6 ~ O _i ~ ~ 92" 3'•8" 2'-0 1 •6" 0.362 0.247 0.391 0 763 D.020 0.032 S„
,I~,,.a,~; 1 f 1 i:' ~~~t ,i5,d'•~~ ~ `__----FOOTEACHWAY f / ~ ' ~ 1.0' 1' TUCK EACH SIDE TYPICAL MANHOLE 5EGTION 15 3'-8" 2'•~Q i •11' 0.362 0.247 .453 , 0.$15 0.023 O.Q:38 v n' iB" 3'•8" 2'•0" 2'•2" -_0.382 i D.247 ~ 0.515 I D_.87J_ 9.D39 tl.049 _ ®O~L non
r.., ~ 24 sHEET t DF t CRATED INLET OPTION MANHOLE OPTION - 24""--~~3'•8" 2`•0" _ 2°•8" 0.362 r 0.247 0.669 11.021 O.D59 0.985 SHEET/~1 OF i MEET 1 OF 1 30" 3'•B" 2'•D" 3'•2" 0.382 i 0.247 0.782 ~ 1.144 0.092 0.127 SHEET 1 OF -1
CLASS B RIPRAP 840.52 840.52 q4V. •~Q 38" 9'-B" 2'•0" 3'•8" 0.982 ~ 0247 0.906 ~ 1,268 0.932 0,178 84rte 16
1.0' 6" CABC
PRECAST STORM D INAGE MANHOLE FILTER FABRIC CONCRETE GRATED DROP INLET
$~>~ON A-A
NTS NTS
A B C D E F Om y NOTES: USE CLASS "B" C~iCRETE TNROUGHWT. ON 'O 7 PROVIDE ALL CATCH AASINS OVER 3°-6" IN OEPTN NITN STEPS 12" H QN CENTER. USf STEPS YhITCH COMPLY WITH STD. DRAWING 840.68. h 4
18" PIPE 18" 13.5' 4.5' 12.0' 3.0' 18" H" Z OPTIONAL CDNSTHUCTION - M9NOLI7HIC PWR, 2" NEYWAY, OR N4 BAR DOAELS AT QQ'S' '
24" PIPE 24° 18.0' 6.0' 16,0' 4.0" 24" D Ey-I O ~ 12" CENTERS AS DIRECTED BY 7HE ENGIXEER. H ~ ~ U r O ~ ti U9E FOAMS FOA THE CONBTHVCTION OF THE BOTTOM SLAB. J O H '
, H Z -I x D ( IF REINFORCED CONCRETE PIPE IS SET tN BOTTOM SLAB Of 80X, AW TO SLAB O ~ N = Z = O D O m AS SHOWN ON STD. ND. 840.00. W Q QZ LL S
ALUMINUM STRUCTURAL PLATE - "tIZD FOR 8'•0" IN HEIGHT OR LE95 UBE 8" WALL9 BOTTOM SLAB. OVER hU~O~ Z H ~ O . W ~ - -u - -I - 1 X OIIANTIT[ES ACCOAD[NOLY~ USE B" WN.LS AN] BOTTOM 92AB. ADJU9T ~ ~ r, OZ W
HEADWALL !,BOTH ENDS} PREFORMED SCOUR HOLE ,2'-6"DEAD MAN ANCHOR RODS AND PLATE n ~ H - - A CONSTRUCT W[TH PIPE CRUXNS MATCHING, O p ~ Q
(BOTH ENDS) D D D ! ! INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z 7 ~
NTS QH V I POflOUS FABRIC BABIQA,WRAPA ATNIEACH WEEP HOLECOA AB DIRECTEDD BYSTHEEENOINEER. y'i N Z ~ I CHN~ER All EXPOSED COIM9ER3 1", r G° - - -j- - - - - f OflAWING NOT TO SCALE.
96" DIA, S GAGE, 3"xl° CORRUGATED ALUMINUM PIPE +INCflEASE 7NE SIZE OF TXE 8" OPENING TD 8" YA%., AS DIRECTED BY THE
(5 EA@25'&2EA©7,5' EN6tNEER BY ADDING 2" TO THE WALL HIEGNT ABOVE THE TOP ELEVATION. AWU57 2" WEEP HOLES OLURITSTIES ACCOflOINGLY~ ~
INCLUDES: 6 EA - 2' WIDE BANDS 6 EA - 2' W40E FLAT GASKETS Y
1.0' A B z PLAN 2ND OPEXINQ- ~ ~IF REO'0. Q
0 I i I FLOW a' 'A F TOP SLAB G ~
~j~ ~t~l,l 30 I ; i I ~ ~ m TOP SLAB o ` TOP SLAB ~ x ^ "1 ~ TOP ELEVATION W4 BAA 2- ~ TOP ELEVATI~ ~ LL GUTTER LINE ~ h 111 r _
A B N ~ ~ N4 BAR Z 1„ g"+ ~ 1° ® ~ OPENING 8", Z N~2 _ 3~N
RI N B B e" iti~ TOP ELEVATION Q 0.
y = Z D A il"2" CLA. ~ ~ ,
2 EACH END SILL 2' tMDE 10-G ALUMINUM 5 EA INTERNAL BAFFLES C "T- Dy o I I ~{TNICIWE3SVARIES ~ _ _ ~
TAIL ~ ~ 1' FROM ShIORTEST END BOND & GASKET (TYP.) VARY S(DE TO SIDE ~ ~ 6F PIPE (TYP.) CENTER EACH IN 25'-0" JOINT W ~ O { m - _ NIN ~ ° 1' ~ N - I
~'AI,SE SUMP TYP. ~ C7 ~ ~ M4 AAA Z ~ Z I-
t Not to Scale! ° ( ) o' ; ~ ~ 'b ~ ~ m SEE NDTE I W~ N m ~ Z PISEE NOTE N ® T-
Tr t ~ e ~ttcn cI SECTSON X-X SECTION Y-Y PRRT SECTION Y-Y H
7;~ ~ 40.0' 20x1 1© Ci' .n SNOYING DETAILS AT OPENING ~ 111
GI PLAN VIEW 31 NIN. DIMENSIONS ANO CUANTITIES FOfl~CONCAETE CATCH BASIN (BASED ON YIN. HEIGHT, H) W W W D[WS ~ BO% S PIPE REINFOAC]NG TOP A ROT. SLAB W. YDS. CONC. TOTAL WM1iITIES DEWCTION 6~6 NROAT
waM S B1 G.. NTS PIPE SPAN WIDTH NESGHi BA1)5 ~ % ; BMS - Y BRAS • Z OIMENSIW9 IN BO% BOX 8 SLABS ONE PIPE OPEXIX9 N 0 A e H _ N0. LENDTH N0. LENGTH N0. LENGTH F D TaP stae ear. sisa M1LIF. Nf u3. Dlr. Md (LOX 91 C.S. A.C. v0e Z
S = 4itan Slope ~ Proposed Oltch N 12" 3`-fi" 2'-3" 1'-10" 4 3'•0" 8 4'-3" 2 4'-3" 4'-B" 3'-3" 0.181 0.271 0.250 27 1.048 0.015 0.092 ; 0.016 C} 15' 3' 8 2' 3" 2'.1" 4 3 •0 B 4°-3" 2 4' 3" 4`-3" 3'-3" 0.181 0.271 0.250 27 1.108 0.023 0.036 ; 0.046 V
FR43M 5TA, T't} STA, 18r 4'•0'r 2'•B" 2'-4" 5 3'-6" 7 4'-9" 2 q' g" 5'-0" 3'-8" 0.228 0.340 0.264 35 1.379 0.033 0.049 , 0.053 24" 4'•0" 2'•8" 2'-10" 5 3'-6" 7 4'•9" 2 q'.9" 5'-D" 3'-8" 0.228 0.340 _0.284 35 1.521 O. D69 D.a05 : 0.053
90" 4'•0" 9'•6" 3'-4" 5 4'-3" 9 0'-9" 2 4'•9" 5'•0" 4'•B" 0.278 0.417 0.315 49 1.916 0.092 0.127 i 0.053 SHEET 1 OF 2 Ss" 4'•6" 4'-D" 3'-lO" 5 4'-s" 10 5`-9" 2 5°•3" 5'-6" 5'•0" osaD D.Sm D.362 st z.3eD a.l3z D.ne ~ D.DSS SHEET 1 Of P
96"~ 96"~ e 42" 5'-0" 4'•6" a'-4" 6 5'-3" 12 5'-8" 2 5'-8" 8'-0" 5'-6" 0.407 0.611 0.389 84 2.914 0.180 0.243 4.088 p 84®. ®4 IB" 5'-0" 6'-D" 4'-iD" 6 6'-9" 13 5'-8" 2 5'-9" 8'-0" B'•0" 0.444 0.868 0.407 68 3.298 0.235 0.317 0.066 840 a ®4 ~
4,0' pE`fAIL ? 4.a
FALSE :SUMP ~.a' ~.a' CONCRETE OPEN THROAT INLET
t. Nofi t0 $GS1181 NTS
,6~edlan pitch
9° ~ 1 2.0' 2.0 1.0' 0
m ]L~"CLA. Z oy ~ Rao,
9e Chart Below 2b' GI H Z QQ~ ,
BAFFLE & COSSETS (TYP.) S-Ditch Slope fL PrppcSad Dttch TYP.) aHOS s m$TZ-Ni o ILJaXO-tZ ~
- it T SECTI0~1 B-B y o cn crude t. pitch ceade L SEC ION A--A {,Hj ~~o -~~I V ® y cwi ~ 2 - 9" X ~4" THICK O O~ z x x-°~~bym ~ a ROUND OR SWARE 1W-caiacx
~ b:Q% 1"0 2;aY. 20' ever 14.0"/. To 6:0'l. AD' 2EA REQUIRED 3 EA REQUIRED N 7D Q z y ~ CUT WASHER Q x H s o a> hxE-z
a Over 2.p% Td A.0% 3~' t~ver 5.0% 50` Nrs Nrs Zy~OH~ m ~ 2 - NEX NUT pIF-LLbJ
~ FR~IM STA. Tb STA. r j~ B hM'
~Z a DETAIL OF HANDLE o°L
E UL1/ERT DETAIL ° W ilg"CLR.
~x [}EYRIE ? NTS 1~" k3 DAAS "X" iy¢"
~ ~ FALSE SUMP b ~ CLA. EQUALLY SPACED CLA, Z Z F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" ~
° 4 Not to Scaia! G 30 EA DEAD MAN ANCHOR RODS AND PLATES ,200° ALUMINUM STRUCTURAL PLATE HEADWALLS 30 EA DEAD MAN ANCHOR RODS AND PLATES AND ALLOW HANDLE TO MOVE VERTICALLY. LATLS ,200„ ALUMINUM STRUCTURAL PLAtE HEADWALLS ~ m PLAN x m
Dwtside Dltcn 12 -6' Lolvc 2DO" ~ 12'-6' LONG _ Traf~Fic Flow ~ ~p 4' o.c. 4' a,c PRECAST Ofl CAST IN PLACE TOPSLAB O =
tt rf 2~ 3 mr LL~
" 4.5' m 4,5~ j ~ N F ~ 1" PIPE SLEEVE X 3" LONG. Z Q W ' x H N ~ Sq gaps "y" -HANDLE!- 1" PIPE SLEEVE $ ~ H
i ~ . n ~I ~ z ~ PART SECTION ~
2.D 2.0 S~Dtten Siopa Praposad pltGh ~ ~ ~ THRU COVER SHOWING HANDLE 0 0
. _ _ ,pax Q:C~
n FRt9N1 STA, ~ ST,A~ 9s"m 96"~ OD O O L #3 BANS "X" ~ Z _ ~ ~ ~ EQUALLY SPACED iy¢" CLA. FQ- Z
12.0' 12.0' 4 0'
2O 2,0 ~ 1.0' 1.0 1 ~ ~ M SECTION V-Y M4 BAA a iv
. w ti a m~~ nor •n G a ~ W
2.0' 2 p' = o I- x 11•Q" CLA. N4 BRAS "Y' 1~" DLR. W 111
INV. 227,97 INV. 223,99 ~ EQUALLY SPACED ~ ~
o PIPE DURIED 1' DEEP ~ PIPE BURIED t' DEEP- ~ m FALSE SUMP DETAIL D t~ #3 BARS "X° 8" Z
23.9' 23,9' 25,2' zas, z ~ DOWEL ~ I
NTS 0 SECTION W-W
~ END VIEW -INLET END END VIEW -OUTLET END - OUTLET END HEET 2 OF 2 ~ SHEET 2 OF 2
NTS NTS e9 NTS 840.04 840.04 I
Y a r' C a ~ u ~ wr~~
a LL ~~~ra HEADWALL DETAILS S p E CONCRETE OPEN THROAT INLET
8 e2,`o_8°u d `~'-C„a4 NTS oFoie NTS
j a EOfJ CO'VIM °i $~rc ~E unnaga EEEEE
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CCCCCCCC CCCL K O/ PI L SS OA DATE, DECEMBER 18, 2008 SCALE M&c FiLE NuN+aER
a°~~~~g~a~a~a pf ~Or~ 9 , s~W~~~~a~bb~~ JOHNSTON CO TY NORTH CAROLINA MCE PR°~, ~ 01517-0193 CGo1 DRAWN DJB HORIZONTAL: DRANiNG NuL+BER 9
~'s'as 's's~s'sa a DESIGNED DJB NA n 1
~~aa~aaa:z~~o - SEAL toaaoooao~oo~ - ~ 02 419 = CHECKED JAM VERTICAL: CGVO !
g~o:~~~~~~ff~~. ~ ~ ~._.,C ~ 1730 Varsity Dnve, Suite 500
Raleigh North Carolina 27606 PROJ. MGR. GML NA
NGINEE . 0 Phone: [phone], fax: [phone]
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^oooooooo"ooo /~~trNIIIIIIR~~~``\ m^~~~~^"^g^^^ REKNO. DESCRIPTIONS DATE Preliminary Design
~NYI iq YINJ1 ~A~P/J1Q REVISIONS SEAL NOT VALID UNLESS SIGNED AND DATED WWW,fY1Ck111creed. COiTI ~Nmm~1mN NNaW NVI