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fi VARIES
I ~ MANHOLE TYP ? 2 -0 6 -0 MAXIMUM PIPE SPAN
SEE ATTACHED TABLE # TYP MIN
z 4'_0" ~/4" sT~N?~ss sTm. ' ~NC~oR soGTS j CLASS I
! RIP-RAP SLOPE Z
~ 4.. 3 4 STAINLESS ST~EI. PROTEC110N TYP ~ t ANgiOR BOLTS ~ ,f 0
~ STEEL CASING PIPE { ~R ~1
TOP DF GURB LEVEL W
I
3 -
PI UP OR D PIER ~ LE S P TE _ ? - DIP CARRIER PIPE WITH
f SEE DWG 5-14 ~ ~ s ~ ~ RESTRAINED JOINT FITTINGS BALLAST STONE
s AND NOTE 3 Creek CHANNEL f~' BETWEEN MANHOLES
~N OR FLOOD PLAIN ? ~ ~ " CONCRETE PIER r i ~ 3 -O MIN FROM Lli
" ~ 7 BOTTOM OF Creek SEE DWG 5-17 , Q
i a I ALLOWABLE SPANS FOR STEEL CASING PIPE = OR FLOOD PLAIN .v .4W..~.,~...,,~,.. ? ;
~ I~ ~.5. i e CARRIER ' CASING j MINIMUM I
NOTES. I j 4 ~ ALLpWABLE j I , } ~ ;PIPE, DIP x PIPE, STEEL I CASING PIPE I ra 91
} ; ia; ~ ~ I SPAN i. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH ?m ; ; DIAMETER I DIAMETER WALL THICKNESS ~ , m ~ ~ ; (FL) WALL SEAMLESS WITH A MINIMUM YIELD STRENGTH OF ~ 4 A d C~
; , 7> ~ ; ,...~__......._.....,w ...............w...,..-__;,,.......~.,.,......~,,....,~.._,....: 35 000 PSI. PAINTING AND LINING SHALL BE A5 RE UIRED r r ~ Q i7 . w:. ~ .Y " ~ s ,r. ~ h
I ~ 6 14 0.2500 40 ; BY THE CITY OF RALEIGH PUBLIC U1TU11ES HANDBOOK. S• o d d © 24
° ~ ~ rn ~ 8 I 16 I 0.2500 45 ± ' C ~ ~ I SUPPORTED WITH TWO j t/> r I z I ? ~ 2. DUCTILE IRON PIPE SHALL BE i ? I° ~ , ; ~ 10 18 0.3125 50 R8
? ; ~ ~ ~ f ? i SPIDERS AT EVERY JOINT WITHIN THE CASING PIPE USING 3?z~~~ Coal ( i I ~ - ? ; =v , 12 20 ~ 0.3125 50 APPROVED PIPE ALIGNMENT GUIDE. SEE DRAWINGS 39. , / f 4 d d CAIQp 000000000
i ~ ¢ _ f ~ , ........_.~....r 4 I,.,. ~ rn ? ' ~ 14 ~ 24 i 0.3125 ~ 55 ALL JOINTS SHALL BE RESTRAINED JOWL SEE NOTE 2, ~ ? CONSTRUCTION / SAND WRAPED d d d 0° "'Y9p°°
zJ~i~1~I ~ DWGS-10. l ~ m ~ ~ m ; r- s i 16 ~ 26 i 0.3750 ~ 55 IN THE FILTER / O O rr 0 SEAL. 0
~ ~ ('r"'m ~ ~ 3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY i I O ~ r ; ~ , I , m ; n ? ? t 18 30 ~ 0.3750 ~ 60 ~ ~ G~ ~ - ENGINEER BASED ON SUBGRADE CONDITIONS AT 51TE. SEE ? ~ 4 d FRABRIC, ° 19821 0
I ' I n ~ ~ C s z 120 r 32 ? 0.3750 ' 60 ? ri ? - ~ , ? DRAWING 5-13 AND 5-14 FOR SUBGRADE PARAMETERS ? t, 26 ' 4 4 d d 0 000° ~
? ? ~ z ~ I I I OR EACH TYP OF UNDAITON. SEE DRAWING 5-18 FOR I ; , ~ G~ , , 24 36 0.4375 65 F E FO ~ k ~ SUPPORTS PLACED WITHIN STREAM, 00
I I ~ ~ $ 30 42 ~ 0.4375 ' 65 I £ t f ~ M / ~ i I~~ ~ I 36 ? 48 0.4375 65 d 4 d #J~] *0000000*0 40~~,V,
J I ~ 4. BOTTOM OF PIPE TO $E AT A MINIMUM OF 1 ABOVE ~ WASHED d d STONE rd
? I i ; 42 ~ 56 ~ 0.5000 i 65 THE 25 YEAR FLOOD ELEVATION, ! z ~ ,..~..~.~..~..~.,_~....,~,..~...~.~..._......_.....,...,,r,...~....~.,,~...W~.~.w,.~.M,m,.._..,.~,._..,..._.~,..,_...._......, # ~~..~r.~.wM,,_...;.,.. ~ ~...~...nr,.,~, ~.~,....,,~w..,,.~..~~..~.....,.w.,~ , ~ ,...,._.,.~.....w_.....,..~......r.~~ _ .._...w.
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AND NOTE 3 ` RIP-RAP SLOPE MANHOLE, TYP
DiP CARRIER PIPE WITH PROTECTION, TYP s
f i RESTRAINED JOINT FITTINGS CONCRETE PIER BETWEEN ~~MANHOLES t
5EE DWG U-36D i (SEE NOTE 4) EXTEND RIP-RAP 2'-0" AND NOTE 3
I P W T R IN fi AST A E L E, TYP
? CAS
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CAST _ IN PLACE REINFORCED w 0
STEEL CASING PIPE, I i SEE DWG 5-12 CONCRETE TOP W/ 4} DROP INLET » " p 100 YR ELEV K
i a o~ a GRATES IN CAST-IN ANGLE FRAME 50 YR ELEV "J" ~ Itt
~ a ~ v` : » 25 YR ELEV "i" °
I ~ ? a a VARIES 8 CCU
? a " » 10 YR ELEV "H" ° TOP OF BANK EL. F " " . EL D » »
y».,y,. ..~r~...~ Y ~ ~ ~ EocE aF WATER ~ STABILIZE EMBANKMENT , ti . 1 YR ELEV G ~ i W/ VEGETAT/pN WEIR OPENING 1(~
! z ' 1 SEE DWG 5-18 18" d ? t ? 6 - " VARI EACH SIDE ES 1 " " - SEL CT FILL COMPACTED T0. = ~ EL C
€ 5„ ~ " FOR SUPPORTS ? . o ' ? 18 TYP I ~i m PLACED IN STREAM 1 - 95,E STANDARD PROCTOR -PLACED ~ 1 A
m ? ~1~ _ ~ I IN 8" LIFTS - i
1 ' ',"CJ I 4 k €i m I I s ~ ~ ~ c`~ NOTES: f ~ , 0.75% SLpPE MINIMUM U
? i ~ol +Z ~ 1. RIP RAP FOR SLOPE PROTEC110N SHALL BE CLASS I RIP 4. WHERE STEEL PIPE iS USED FOR GABBIER PIPE, STEEL r ~O CA
I~l~ -o ; ~ RAP 1N ACCORDANCE WITH SECTION 868 OF THE NORTH CARRIER PIPE SHALL BE INSTALLED UTILIZING PIPE ? ; c~ 010 AN17-SEEP COLLAR „ „ } RCP BARREL ~ ~ ELEV E 1.5 PRpJECflDN PQRVipE 7x7 x2 O ti
> ,d. ! "C7 ,~T CAROLINA DEPARTMENT OF 1RANSPORTA1TON S ALIGNMENT GUIDES SPACED WI11iIN PIPE AT DISTANCES 4 ` I""~~~~ r m! i" " DINT INDICA D T 5 ~ , ~ ; STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES . NOT TO EXCEED 25 FEET. J TE 2 FEE ; "E" TONS AND Sl~?E OF FROM BARREL CONC. FTG ANCHOR 6" PVC
C f ~ FROM MANHOLE 15 NOT REQUIRED FOR STEEL CARRIER r RIPRAP OUTLET PROTECT1pN CUTOFF TRENCH FOR FLOATATION » W FILTER CLpTH LINER ~ 6 PVC IRRIGATION VALVE / 2 DEEP CONTROL
I : ~ r- ~7 , r- ~ P P I PIPE. I , y ~ ; I m I 2, RI RAP SHALL BE LACED N ACCORDANCE WITH } ` ; ~ ~ t!~ I n G7 = DRAWING 868.01 OF THE NORTH CAROLINA DEPARTMENT 5. IS USED FOR CARRIER PIP MOUNTED INSIDE DRAINAGE BOX
? ~ ~ WHERE DUCTILE IRON PIPE E, ; d ~ ~ i ~ C ~ ~ i " " i ~ < < ; _ t=; OF TRANSPORTATIONS ROADWAY STANDARD DRAWINGS . DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED ; Q U
i 3 i ~ ~ ~ { UTILIZING 2 PIPE ALIGNMENT GUIDES PER JOINT ONE r PFRJ~ANENT RISER B~JX AND INtIERTS b~A
! ~ ~ ~ 3, SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY FOURTT~ OF THE PIPE JOINT LENGTTI IN FROM BOTH ~ ~ I m ' ! ENGINEER BASED ON SUBGRADE CONDITIONS AT SITE; THE BELL AND SPIGOT ENDS. RISER BARREL A B C D E F G H I J K v
f 1 t ; ? SEE DRAWING 5-13 AND S-14 FOR SUBGRADE l Q ~ N M O
I I 1 't PARAMETERS FOR EACH TYPE OF FOUNDATION. 1 it € , ; 2x2 DI GRATE IN POND 3 72" Bnx 48" 24" 24" 144.x0 147.00 142.00151.00 144.72 147.021.47,54147.98148,45 GALVAN/ZEQ ANGLE FRAME CAST !N 00
CONCRETE TOP POND 4 72" Bvx 36" t 6" 24" 222.00 224.00 218.00 225.00 222.42 223.71224.07 224.32 224.61 } O
„ POND 5 72" Bnx 48" 8" 24" 225.00 228 00 224.00 231.00 228.01 229.17 229.47 229.76 230.1
I•- 72 TYP
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Q REINFORCING LAYOUT
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a HOUSE: 1590 S.F. HOUSE: 1650 S.F.
~ DRIVEWAY: 481 S.F. DRIVEWAY: 481 S.F. SIDEWALK: 104 S.F. SIDEWALK: 95 S. F. qz as
PATIO: 170 S.F. PATIO: 120 S.F. ©t
N TOTAL: 2345 S. F. TOTAL: 2346 S.F.
THESE DOCUMENTS ARE INSTRUMENTS
0 E OF SERVICE AND AS SUCH THESE
E 0 U DRAWINGS, DESIGNS, AND DESIGN
A 'I CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
ONT FRONT 0 0 A, OR DUPLICATE THE DRAWINGS OR
DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
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o t' q \ f CB 108 U, ~,q \ of l ` OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
r 45 \ fES 107 CB 109 CONCEPTS PRESENTED REMAIN THE
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1 322' t 2 13 213
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THESE DOCUMENTS ARE INSTRUMENTS
N i OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
C ~ CONCEPTS PRESENTED REMAIN THE
PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
E 0 DESIGNS ONLY WITH THE ENGINEER'S
U 1-1 WRITTEN APPROVAL.
o • L
DATE 10/26/06
0
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r `a ? ' ~,',i:< 3 F J ' ,r ' ~0 , r a ~ l , ~ ~0 r t' ~ ' t , y, ' ~ ~ r < i ~ ~ DB 1564 PG 901
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Y,. STREA , M r ,r~ ~ , aW 0R FORMERLY . ~w~. , O
r .i . ~r: u~~ ~ , : .:'a ~ ~ < : ~ ~ .z~"~ Im act Number , ~ ~ r ; ~ ~r r~ r , ~w ~ 2;;~ • JIMMY R. ROGER a rn..r : p er z
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Pia k 61 Page 4+ ` , r w ti0,. Laf 19 , ~ 4 d r 1 , F /rv:~ Creek C ass°ng ~ a' p'" ~ i,..~~~ • lMPt7RTANT ''~r ,r ~ rt Ig
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~ r AREA 88' . `n 'q 1 S` ~ ; ,TLANpS ~ .291 SF. ~ r„;,:`~- , J ~ , ~ ry o ' oa . ~ , ~ ~ r , , , REA EE ~ r N ~ a7 AC. ''4, ,1 ;'r.. ' r.'f:' ~ . 1 a. a o p 0 00 0 SEAL o 00 19821 0
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~ , ,,s ~ ~ q r e f~ i ~ iy', i~ i S.:', . , • : : r:: J f ~ 3 I ,y t ; , t ,i ? s , e' 1 ~ ~ ,:;~a ~ . `R,~,.~TJt'EAM A ~,s' , "~:'':`:;<•°::;•;:~r o'` ~ ' ~ ; ~ ~ 3e, "k aw,, .?o , ~ ~ . ~ ~ . , Now or Formerly . . w. ~ , , , , ,1. - ~ Pand %
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,~t ~ a ' ~ ° ~ C ' ~ ~ j '>>^'i `z Laf 5 ~ ~ ? ~ ti ~ w ..INTERMITTENT NTERMITTE'NT ' ~ ~ ~~f-"'°`.-r~;,-~,~: DB 1564 PO 899 o STREAM E r pb . ~ ~ 1 r , f• , ,..WETLANDS f A ~ . „ STREAM STREAM A ~ AREA EE r oa Ri Rap
"o ~ E' ~{,O i ( i ~ r r F i ~ rt~, /~.i l ~9 k" _ ; N • " ~ ~ , ;V.'.5+ ' 7,'~^ ^ , 'l J ;J F r, £ ~ { ~ 4 t Q `r .~^o. ~r 1' • • ,Y.. i~' „~,i.'~.' .,~r. n, r. , ~ ~ ~ Y . r,:~..1. 4 ~ ` ' , s. f''~ f\ i1 ~ ~ !r . ! !'~,1~,. ' to tai , ~ , ~ _ ~ , -r 858 SF M r(/
°z ~ ',;fa; ~ WETLANDS 4 ' ; ~n AREA W ~ r~ ~ ~ '.i~~~',. 3, ~ ~ t f~` , ,f r r r ~ , f ~ 'AREA GG ~ l pry:. ,a° ~ Zone 1 r r ~ ~ ;
Laf 35 r : ~ ~ ; ; ' ~ ~,~4, w, ~~i 8 SF. Laf ,:'~:"r ~ w l , sy ,n jj'f t w. 'iy S 1., • :,i, ":'iy. J V 'A / f i ~ 'L t y wl'" 'J , ~r' , „ r ~ . v s. v , i `ti., ~ ~ . . t~,
/ .i 3, x c t , , , 1 g ~ {'yE~AN~S °y ~J ° !s /'?.•,'"„~'°V ° , t ~IpS"`~ { r ' ~ ~ o F° 4 ~ 4~ .j ~ k ..,w.. ~ , , Zane 2 . , m ; w 4 „ w ~ s~ , ~ w . , s';. IMPaRrANrw~ , ~ ~ w. ~ ti ':7 ht~ r ,,n ~ ~ ~ j7 r" ~r, ~ : J . . - t a
'4 ; "o' ~ ,AREA WW,.. n,{ ~r ~ y,~ , 0 ti 170 ~~..~~_r.~~'" i,~„ r 9r^ „A " - 22 r # ~ ° 'r 407 SF. , " ° ~ INTE'RMI TTENT . U MPaRTANT ' . . U
• ~ r , . . ~ ' w o.ao9 AC.• ~ s , r ~ i r F„n ~J , . ~ ~ ~ ,.~r. ~ t ~~`INTERM(TTEN ~ w ~ ,,,y , ~ 'NFU' G : ~ , ' r r , r S r rr..t~r ~S ` Y ' ~ s : y . ~ ' w w ~ ~ ~ , o
r~ i t 'r ; 1 ~ v 'l;1 ':,IVf i r e J,I ~'r t . " . , NDS F ~ , ; t~•a' ~ r Af . AREA N. ~ ~~7 AREA Ff ~ Q ~~+y r ',r• y ..rr.~. r . _ ~ . ~ a,~ ~r „ _ ~ , ,~,A n. z
Laf 34 ~ 1 3 o Sr t ? Jf~~ ~d<1 x - ~ f, 0 , ~ ~ ~ ~ i , ~ 'r ti ~ 4 877 SF 1:3,154 SF 2: ~ IMPaRrANr~ ,E~;, ;t. r,, ~ r .rr' . a , ~ f IMPORTANT". ~ ~ j,~C " °ti7~°~ , ; w, ~ Gw.,' =a ~ ~
, „ Pp,F`: ,r,,, V i ~ ~ tANf ? ~,y"."i,. ~.v~ t n ! . ?V~ ~,1 /~9 y.,,..+.~ ,.UV ~~V.0~24 %V. U•• . ~ , IMPOR 1, ~ ~~'w ' ~t ~ , , , t' p 0107 AC ~ ~ ~ ~ • ~ 22. s . F 4 }3 f t ^ : " , ~iNTERMIrrENT,, r T', ~ ; r" ~ w 9 ;~'Y : t, a ~~"INTERMITTENT° ~ ry w , . ; ~ ~ ~ r' C ~ ~ CA~ . . . 22,. ~ ~t:r ~INTERM(TTENT'~ ~,r 2 .p:, TR A ` ~ M EAM G'~"'' _ ~ ~ STR , , ~ , ~ ~ ; , , ,
• 'u-,. STREAM M. , 'sfl , ~ ~ , t ~ 1 , ~ ; , r 23 ~ `y'y "'"h, r , +Y ,`RF" ;r, ~ r~: r a 7 ? i' J!' 'S i`~' ~ " ~ w , 4 t ~ s t r' r~ , ~ w r ~ 2,~a , , . , . . ,.25. ~ ~ , .l ,
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h'n ~ a~ j j , ,..r~/", fit" ~ t ~ "y ~ V r f1 F r ' r „'~'~„~,•~r ~ ,Y fP a, . ~ a S ~ , ~ ~ . 2 , ; ,:.,`,`Y' 3 'f~ t - f :r DB 3081 PG 233 , ~i °w Q~ e , . ~ ~ r S t'Y~ ~ ' 'i ~ 5 l~ j /.f,, rv. a... F W F,J'a~V AM. J '
,P r f ~ A f f,, .,d. "'~Y?L ...rsr" 1 t ti ~~'t ~ 1. i y~ ! w. ,.r r ~ ~ 1 ~r' t r ~ i r ~ ~ 1 r f / t ~D~.r. ~ / . ~1', ~ p Ir g .r`r,it r'`
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Laf '.T ~:h~'* ' ff "'.n "M.,"... `a .'~.~..'.e • Yt„~ `4 x ~ " i . .,.r''' M1 Y ~ vX.. J1 F ~..M s QQ ~ ~ Y f'~.~ , ~ 7 ~',l .~I".., .~"r'r d^" ~.1 ~ r'~A.1 i , n~.( , O ~ Y , , ~ ,fi ~ + J ! / lid , { 1 Y ~ M Y , :v r°I .
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WETLANDS • .M~' y. r r~ 1~ `'y,,:':.'~.. ti~, , 1~ ~ 5 , ~ 4 AREA MMt ~ t ~ o ~ 5 ^PERENNIAL ; :i'' , , ~ N ~ ~1 ` ~ Y ~ f 1 v ~ k 1 r ~ '.s y to ' d / r ~ 0; a
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