HomeMy WebLinkAbout20030987 Ver 1_Site Plan_20030808A B C D E F
G H
I 1
,
1 _ _ j I ,i
- _._•---I _ - I . - ~ i~
I ~ ~7! ~ +
- _ I - _ q,Y ~ ~
` I 50 R~W - 04 ~ I ~
_-~1 I „ , R~W ~ 5 c,F 0 EXIST 8" SAN-V 30 0 " CP I ti0
- ` I _ EXIST 6 SAN-~ TO BE REHABILITATED ' ST 6 SAN-VCP TO
I _ ' BE REHABILITATE REHABILITATED (SEE SHEET C-10}
I _ SEE SHEET C- _ - ( :E SHEET C-10) I I MH 5 ` N 551315.04
I 1 _ O _ 4- E 2429897.97
MH2 W z w a -
_ ~ I N 550653.64 _ W W ow _ / ~ p~ ' C NEW 6' DIAMET /
- ' W I E 2429831.88 OC _ N 1- CD-1 SEWER MANHOLE ~ ~ F i
OC MH3 I ~ " ~ vJ
IJ,f, I EXIST 8 SAN-VCP N _ _ W N 5503; N 550374,21 - ' ~ guttocK I ~ 1~t$TO ~ ~ ~ CMt~ 5T. OF x t` r E 2429833.61 t~ p~S~ICNO C ES1~ONn ~ ~ 00 i ~
I W TO BE ABANDONED I - z E 2429E I D 1 _ t51 f MH 4 I 22 p ~
~ W - ~ F- _ _ .~-~•-I I c, Cox ~ W a~~SSA sr. 1 I ~ 4 N 551316.00 SC 6 , 0~ _ - ~ cQ + I E 2429897.30 I ? a 1, >
- tl! t5pg REED MN 3 - i o C ~ Q~ G ,Q CONC ~ ~ ti v0 , ~
Z 1NV 19.54 1 " (n ,NSra+~ I , I ,0 p~ E , ~
_ _ _ 5~ /NV !N 20.27 ( Q ~Y OF K OUTSIDE DROP E ~ ,r„ NCASEMENT~ ~ I, , r7P , c sh1NE s1: SP' f51C MANHOLE CONNECTION CD- ~ + , + ~
- ' REMOVE _ rNV N 25.82 ) W V w - INV 19.44 2 " E , E OUTSIDE DROP sroN S1
I EXIST TR z ~ ( ) OU Z EE _ _ _ N N: 550795.1685 1 , J I I OF KINSra E:2a2ssx~.,6as - - CD- MAP I ~ ~ $T. EtEI~ 27.96' ~ / CITY ~ K!N $T. ~ ~ ~ . i2 / ? % ~ CD- MANHOLE CONNECTION ~ y TREE r3 pES~aN~ ~ I / ~
M #32 K1NS1~N MN x'31 1510 RE _ _ S " ti REPLACE EXIST SEWER USING C(1Y ~ S1: I ~ rNV IN 19.21 Sr 2 15
INV IN 18.57 (21 ~ _ 1~g RE~~ ~ ~ 11 sN1NE i REMO~ REMOVE -.a~ _.,p' !N' 25~,~ , ,C- , ~
INV IN 19.48 i8 OPEN CUT METHODS (TYP) - , 1NV our 1x.11 , 1 R I _ ~ l t 1 ~ EMOVE EXIST ENV IN 19.94 i8) a _ _ ~ ~ EXIST TREE I EXIST TREE-~-""' ( 24 ~ - ~ } o SF ,y 1 ~ ° ,
1NV QUT 18.47 1) ~ ~ ~ 1 i + c CAF EXIST 8 SAN VCP • / , ;
REMOVE - ~ ` ~ " i SEE - CB/MH A ~ _ 20 ~ ~ 21 °VCP (n 1 00 ~ M J / ~ /.F ~ ig ~ -TO BE ABANDONED r • ~ ? ° _ _ _ c, LIMITS OF STREAM , , , +
EXIST MH #32 031 ~ 1NV !N 26.59 i ~,~1 ~ O ~ O .2 ~ ~ 1 ~ r O ~ - ° 29a DISTURBANCE' `
1NV OUT 26.55 I ~ N ~ ~ DPP p ` _ Mti 34 I lP ~ SF ~ O ` ss 2f'~ P ~,i lNV~-7'i.ss (40' WIDTH),,r',•~, `
!NV 1N 18.25 4 F ~ ~ ,f ~ t a ~ t o 2 ~ rFtEE - t F ~ ~ '710V QUT f 9.99 ~ ~,h , th ~ ti ~ CN REMOVE r ~ ~ 0 ~ REMOVE
1NV OU7 18.15 w 1 O 4 ~ ~ , 1 "VCP 2 1 ~ .t I ~ t fY ~ KiNS~ r. EXIST r' ~ ~ , + ~ u I C+ ~11NE ~ TREE KTpN + / ~ ~ ~ 2 '1<cP EXIST TREE
MH 33 t 1 , t t " I Y I INV 1N 18,39 21 1"VC ~ ~ 1 t 2p " TREE Q 4 15t2 CRY 0~ N1} S~' ,r j•' 1 ~ SS MH 0 , r 1 1,, r • ~ ~27 f 5 D , N i
t o tJ I !NV 1N 18.34 10 ~ , rpN r1 v ~ . 1 ~ ~ 0 1 aF K+NS ~ ~ " - 15 r,, i , ~ r, ~,r,~~ ~ $ f !NV !N 20.97 _ - EXIST 21 SAN VCP I , ~ ,,-.'.%i,', . ``rNV ! 20. , v OUT 20.87
!NV OUT 18.29 (21) t + K1NSTpN Cm' F $r. 6 I t drr DF 5r. KiNSTON 1513 SFilN w TO BE ABANDONED ~ ~',,;rr,;r~ P ~ a , ~ o r 20.
3 s 15 P 1511 REED ~ C~' ~ ST. ~ I - - _ I t2 REED I EXIST 18 SAN-VCP r 'fi'r:' 1"'~ "z~ ! , ~ • ~ , 2 ~ + C NEW 6 DIAMETER
r" I _ _ ~ R/W EXIST " TO BE ABANDONED ' + EXIST 8 SAN-VCP TO ~ ; • ar , f 55 ~ - CD-1 SEWER MANHOLE
BE REHABILITATED ' % ' r' ,
_ ~w - - REMOVE I I (SEE ; a . . SEE SHEET C-10 % : '%.'f MH 8
Q a ~ • . • . _ EXIST TREE 1 I i I ' !NV rs.as N 551393.77
VIA x ~ p~' KfNS~N I i t r rs.7s E 2430012.26 C??Y gH1NE SF. ~
a ~ I ~ _ I o CB • . ' . . f5f'~ E. ~ " I ~ EXIST 21 SAN-VCP
~ !NV 1 27.15 • • • • o N 1NV D~1T 26.99 ~ • • • ` TO B 2 \ E ABANDONED
I - 1 . ' I ~
i , 1
I FACILITY LOCATION COORDINATES I K~~sroN
EXIST 8 SAN-VCP ~ 1 I • TO BE ABANDONED ~ CRY DESCRIPTION EXIST MANHOLE NORTHING FASTING
I ~ r I \ I TO BE ABANDONED (TYP 4) SC 6 NE CORNER 551324.83
MH 1 1 ' • - • ! ( ) 2429903.36
N 551323.45 E 2429910.18 SC 6 (SW CORNER) 551324.00 2429915.67
= 40' SC 7 (NE CORNER) 551386.73 2429993.23
SC 7 (SW CORNER) 551385.90 2430005.54
a~! i ~N i ao^^~ urj:^in o
~ O I N~v`~ N I N00" N~O`N-f •-`tvv
~ N r. O N 40 M 00 i~ DJ DO ~ N ~ N I ~ yu ~ M v I
OOpp'- ~ NNOOO~ 00.- ~p~ t~O0iOt~'" ~ r X07 rn r L- u. ~ t` t0 N ~ eh d• Iln ~ O ¢ ~ ~ O • o io ~ rn o N 40
+ Uj ~ F' 0 0 N N 00 0>v7`- j0O0~ O(nai0~ ' N N 'N I+'~O~NI..., 000.-~ .F ~N ~ O NOOK
Q NI ~cor7ZZZO t~ ~ + to ~ O li j ± li I-- H + • N F
~tf7fYZZ 2~.~»» tt'OM??O u)rnr~?p .-~ZZQ r-~?00 r~Z~ a a a '~I o0' °
~~UJp%ZZZZ =I~~zz~ ~-11-x» ~a»> ~~o»> ~cn~__? .:In~zz i~~.zzz ~~~zzz ~~~zz
I _
I 1
I G FLAT TOP EXISTING 1
l5" SD--RCP CD- MANHOLE (TYP) GRADE TYP ' 3 ~ I 1
I i : ~ i~ ; I
6" WATER L/NE , AAAROX DEATH
30 ~ ~ ~ ^ ~ ~ ~ ~ r fti7'URE STREAM I
i I \ ~ ~ " - ~ ~ CHANNEL
~ ` _ i
8 WATER LINE iNATER LINE '
_ ` ` ~ ~ - ^ i APPROX DEPTH t x 'ROX DEPTH I ~ ~ /'r ~ ~ ~ ~ ~
s WATER uNE ~ ~ r
APPROX DEPr~ O , ~ I 1 .
0 1 ~ EXIST MANHO E TO 1 1 ~ ~ ~ ~
BE REMOVED SANITARY EX~5T SANITARY L ~ ' 1
~ SEWER TYP SEWER (TYP) ( ) ~ , I I , i
I O I I SLOPE 0.10% ~ 1 I ~ ~
°o " SLOPE 0.11 % 24" SAN-DIP SLOPE SLOPE 0.11 % 24" SAN-DIP 24" SAN-DIP ~ I
m SLOPE 0.10 24 SP.N-DIP 1 ~
~ 20 n. 1 ` ~ ~
0 1 ~
~ 1 1 SAN- t/CP " ~ ~ ' SLOPE 0.54%
LQPE 0.23 LOPE 0. 9~' 2 SLOPE 0.07 Z1 SAN-iICP S ~t ~ " LOPE 0.13% ~ ~ 24 SAN-DIP ,,,,111,,,,,
X 1 ° SAN-V 24" SAN-DIP ~ CA
I ~ ; HESS/p ••.9
M ~ U ~ C_9 .~0 N . N ~ ;
- ~ ~ et Noi ~ ~nN . - OithN nQ~r}~ ~~03~•. ~ ~N~OOa ~ ~ '
~ ~M~O I~ h~rrn4 ~oco~iQ~i " i~..r,~;~ • ~ tb • of S ~ '
Oa4C~jgj ~^4oivt J 4~'~~NNt` ~ ~p~ N ..rte ~?~N~p ~1~'~ J
~ ~•a; ~ ~•o S ~Nazzo N2Zp "~O~2?~p q » ~ ~ Z~~ Q~~~~~ ~ ~ N
x ~zzzz ~Q~~~~ ~Q~~» ei a .'x 1 ? ~ ~ ~ ~ ffffl llllllll"
~ ~2~Z ~ DATUM ELEV :`t. i ~ `l ~ ~~~2~ 7 2$ 03 97 LF CONC ENCASEMENT
~ 10.00 0+00 1+00
2+00 3+00 4+00 5+00 6+ 0 ro 0 N DATUM ELEV 7+00 8+00 9+00 10+DO
r 11 +00 12+00 10.00
0
0 U
a
d ~ HORIZONTAL; 1 ° = 40'
PERMIT REVIEW Sl1RMITTAI
VERTICAL 1- = 4'
J I NOT FOR CONSTRUCTION I
1 U .
u/i C. PATACKIS DESIGNED BY:
Cwmp Dresser&McKee CITY 0 lcm ~ KINSTON, N( CITY OF KIN$TQN PROJECT NO. 2065533545
DRAWN BY: C. MILLER NSTON, NORTH CAROLINA FILE NAMES CSTPPCOt.dwg
/ SHEET CHK'D BY: W. MILES 540001erwr0odAvenw,Sul* M
Lo - S. SMITH Pafth. North taro6na 27812 C.0 CROSS CHK'D BY: QW Tel: 918.787-5= Fax 919-781~5730 LOWER A PLAN AND PROFILE SHEET N0.
DKI N! N APPROVED BY: ADKIN BRANCH OUTFACE STA. 0+00 TO STA. 12+00
/ REV. DATE DRWN CHKD REMARKS REHABILITK N0. DATE; JULY 20Q3 G1 kBILITATION PROJECT ~
A B C D E F G H
. 1, .
- - ~ --..1 ' ' . .o i
- ~ - ss - _ E ~
r ~ _ ~ z ~ ~ _ d - P c? I
\ ~ - \ P ~ 0
ss ,R '~fi~y~ ~
H 5 ~ ~ i v 1~ I 1p 32.3 r` ~ - S ~ '~S/
' ~ P / !N r _ EXIST MANHOLE TO BE--..., E 1 ~ OU 32.21 "'SS, - ~ _ ~ ~
~ + - ~ ABANDONED (TYP 3) ~ ~ - ~ ?1 i ~ I ~ 1
\ t~ 1 ~ r
~I
I
I T 1 SAN VCP I I ~ ~ EX S 2 AIM 32.28 ~ - 111 ~i 1 - ~ ~ ~ N F l
~ i TO BE ABANDONED !N !N 32. ~ r ; ~ / ~ N 1 111 \ ~ ` !NV 32.90 (l5) ~h h 1 a - - 1 ` ` - - ~ ~ _f
D -
\ 1 ~ i' J 11 111 ~ - - ( ` -
1 i r 1111 ~--~i ''~~/.S) r , ~ 111 t ~ `~-r
t i r f\~`~\ r SS ` ` `1... E9,s +`E 7 ~
~ ~a ` 1 i t dir 1 -
~ ~ r EXIST 15 SAN VCP ~ , ~ ~ ~ ~ - EXIST ,30 EASEMENT
i t 1 f eft ~ t t ~ ~ , TO BE ABANDONED ~ r i 1 ~j~ ~r ~ r _ ~s-"~~'---1 ~ ` TO BE `ABANDONED ~ ~
1 ' / i i ~r' ' t EXIST 21" SAN-VCP
~ ~ / ;;;;,f r i TO BE ABANDONED ` " `1? S[' J ~
f ? 1 f " ~ r ~ • . e' ~ i ' \ lNI~~lN 33.56 ~ `
`b (~(t 11 1 1 r i i r ,,11,1,1 >y~, ~ r ` r r , NV 0133.46 ~
~ 11ut, ~ ~i i rrr t l l t t 904 ~ I> r ti- ~ ~ / i Iff 11 i BFR7y NJ t r r r~ .
~ ~ ~ f 11110.1 it 1 f r ~ ! ~ \ \ ` A rl~'
f ~ / , Ili}`` 11111 ~ ~ r r j i ! ~ ~ l ! \ \ t4 ~
r ~ ~`k~? ? f / i 1 ! 11 ~1 I
r ~ ~ ~J i 1 r 1 / ' 1 'k. 30 PERMANENT - , , r t ~ ~ EASEMENT (TYP) f
~ 1. ~ / f~ e ` - ~ ~ , , EXIST 21 SAN VCP
r. ~ ~ ~ r r ~ ~ / ~ ,S ~ ,.a r ' TO BE ABANDONED . f ~ ~
, ~ JAbIES F MH 3~ ELWUN TODD TRUST MH 34
& GfRTRUDF J. ODO ' r N 555928.8; f~ N 555928.83 ' + ~ r of - fF.. - r ki
l f774 ~fBERTY Hl11 RD, ~ E 2427352.2; r ~ ! \ 2427352.25 ~SlQ r ~ ~'4 L N ? ~ k
~ tr?N liiir ~ r i ~ rrr ,rri INSTALL SEWER USING ~
, ~ ~rrr OPEN-CUT METHODS TYP ~ ~ \ I !ir ( ) I t~t f! It ~rl I \ ~ ~ ~ . ~ r \ ~ \
~ ~ \ i iiil ~ r D CONC I l d jr ~ \ 1 ~ r t
r iii Irlr CD- ENCASEMENT ~ U ~ L4N/En LJN ~ afir r ` ` I as ~ LAN~~ ~ ~ , , uBfR1Y y,LL I 1,
~ .rn ~ BERTY HJU RE lrirp ~Hr RD. ~ ~
~ ~,i itl ~ ,r t ar r ~ ~ ~
~ i MH 33 ~ i ~ ~ `
~ \ N 555798.89 I I -.y ~ ~ , 'C ~ ~ ~ ~
V~ E 2427688.52 1 ~ ~ ~ i 'N ~
I ~ ~w
~ LIMITS OF ~F CLEARING TYP LINDA J, j,glyl ~ ~ ~~-1j'`,
( ) v~ „ a6 8M EXIST 15 SAN-VCP t uB~ ER ~ .sT lY /i1LL R ~.Q'
36 ( ~~/H ~ ~ TO BE REHABILITATED \s, N 556196.75 ~;`~/y`.
~3 • ~ ~sr C RAND GRUB • ` ~ (SEE SHEET C-11) l8~ ~ I t. F~„ 2427078.09 ~
~ ,i PORTIONS OF WOODS, .
MW 32 E 1 AS REQUIRED I \ N 555798.79 . '~E r
E 2428141.38 ~ ~ I .
~ 1 I ~ 1r ti ~R.`.
~ s 2 s ~ ~ ,t,.
~ ~ 1 t ~ 'S~ ~ ~ 26 r ~
~ \ ~ I r
a 1, ~ ~ 0~ ~ REMOVE EXIST \ o, ~t~f ~ TREES TYP ~ ~ ~ ( )
OF ~ ~ S ~a
G~ ~ , i
\ \ i ~
~
M
V 3
50 w Q 50
~N 140 I~ N I~ MN ~ N
~ ~~M ~O 'M I~ tn~ +NrN OOOr~~
MOOMr~ + ~
~I~~ZZ~ ~ __O Mr`d'?O ~ ~~~Z= I M -O
=Q~»>
~NtYZZZ ~U1~ZZ ~~~ZZ
I
INSTALL EROSION CONTROL BLANKET FOR ~ FLAT TOP I
BANK STABILIZATION UNTIL A PEkMANENT CD- MANHOLE (TYP) EXISTING
- ~ ~ VEGETATIVE COVER IS ESTABLISHED o GRADE (TYP)
w I
~ 40 U " 40 I
O j O 1
O i m 1 SANITARY
v, I a t SEWER (TYP) I SLOPE 0.30
~ ~ I 24" SAN-DIP
i_ „ 24" SAN-DIP ~ SLOPE 0.30%
w 24 SAN-DIP SLOPE 0.08% ~ SLOPE 0.089
x i
N
L %-i o~ i ssi aFti oti
N
.q • EAL
30 °i r ~ ~ 30 - 4 3 .h.
N ~ ~ ~ %yp ; F ; ~c'
f- ~ yr 30 LF CONC ~`'%~pNER QP~~`'~ ~nuunn~ n0~``'
o ENCASEMENT 12~ 03
~ DATUM ELEV ~ 20.00 73+00 74+00 75+00 76+00 77+00 78+00 DATUM ELEV
0 72+00 79+00 80+00 81+00 82+00 83+00 84+00 20.00
0
U PERMIT REVIEW SUBMITTAL
~ HORIZOMAL: t" = 40'
..r..~.... • . N • ~ N(~T FnR (:fIN~TRI I('.TlC1N
V VLKIIGAL: 1 = 4
J
U
Un Lr) DESIGNED BY: C. PATACKIS Camp Dresser &McKee CITY OF KINSTON PROJECT NO. 20655-33545
PO C. MILLER LO DRAWN BY: KINSTON, FILE NAME: CSTPPC07.dwg
PO I lcm KINSTON, NORTH CAROLINA PLAN AND PROFILE
SHEET CHK'D BY: W. MILES w=mw 5400 Glenwood Avenue, Suit 900 SHEET NO.
L CROSS CHK'D BY: S. SMITH wmftwaa RWWgh. North Caroline 27612 Tel: 919-787-5820 Fax 919-781-6M LOWER A K I t R ADKIN BRANCH OUTFACE STA. 72+00 TO STA. 84+00
O APPROVED BY: H I IT HABILITATION PROJECT C'7 I
j REV. DATE DRWN CHKD REMARKS DATE JULY 2003
tii N0. I
_ _
A B C p
E F G H
L3x3x3/8 ALUM W/ ALUM ANGLE
STAI ALUM o`o^^~ NLESS STEEL CONC I r a c ~ V ~ tp ~ ,t~ O
FASTENERS AT 18" OC GRATING ' N N o \ I~ ~ N + ~ m w~• N ~ d• v t~ N
Q1 I~ v~ ~
' ~g~d'~ d I°~~~~ ~rn ~m~rn~h iogrnoT
d + r- N . ° ~ o ~Uj~NN
~~OZZO ZO ''O?00
a T+1 4 IQ a r
. dtQ Uf-OZZZ • 1 4"x1 "x6" LONG ALUM ~ ~ ~ - - - > > INSTALL EROSION CONTROL BLANKET F EXIST/FINAL 'a ~ > > > zz OR ~~ozzz
d4. / a.. ' a ANCHOR BARS W 2" BANK STABILIZATION UNTIL A PERMANENT GRADE cn cn _ _ _ VEGETATIVE COVER IS ESTABLISHED (TYP)
/ • a ' BENT END AT 18" OC I 4•
WELD TO ANGLE - w " - 20" RESTRAINED
DI PIPE I
MAXIMUM BEARING BAR I
DEPTH SPAN THICKNESS SPACING 1 ~ 1211 \ „ ~ ~ FUTURE STREAM r
i CHANNEL
3'-0" 1 1/4" 3/16" 1 3/16" I \ ~ " / I , " r
0 1 1/2 3/16 1 3/16 \ , ` ~ i 5 4 f • . .
5'-O" 2" 3 16" " / 1 3/16 / yI
6'-O" 2 1/4" 3/16" 1 3/16"
0 p ~6 ~ +
8" TYPE 304 STAINLESS STEEL w + w CL EL 13. ~ ~ \ - - m m ~ - - - - -
90' BEND (TYP) WITH _ _ m STAINLESS STEEL BIRD SCREEN GRATING AND GRATING SUPPORT ~ Q . d
N to ~ r
I 8" VENT-TYPE 304 STAINLESS STEEL CONC
I ~i a N ENCASEMENT (TYP) ~ i"^ ~nJ Z`r ° ~ ~!~~O
~ 8" TYPE 304 STAINLESS STEEL FLANGE Ms - cv ~ I r~ ~ N N" W+ W+ r-d'w
N " ~ Nmw~• 8 TYPE 304 STAINLESS STEEL COLLAR ~ ~ ~ v d' m ~ m M y x.01 ~m ~dr•
~grn~rn TOP OF SLAB to ~ ai o ~ ~
EL 32.84 _L . a • . ' • • a + N ~ ~ ~-(~pNN
_ ~ •d . o d d .-ozzo j N +~•NI-~- z o 20 SIPHON ~ p Z>>
Q d ~ _oo
V ~ ~ ~ Z Z Z z_ z INSTALL EROSION CONTROL BLANKET FOR EXIST/FINAL o > > >
fD I BANK STABILIZATION UNTIL A PERMANENT GRADE ~ cn t- ? ? ?
N d I VEGETATIVE COVER IS ESTABLISHED (TYP)
FINISHED GRADE a EYEBOLT CENTERED C - - - _ _ 1 1' ...u..•~n~ i w w..w., w
EL 30.34 \ . OVER EACH STOP PLATE - • 15 RESTRAINED
DI PIPE /
• d $,-p" \ ' " ~ FUTURE STREAM • ' 12"
1 `'-r i CHANNEL \ ~ ~
4 ' \
' PRECAST CONC STRU T R I CUE _ " I " d (6 -0 x 8 -0) 3 10 f i 5 -9 t ~ 2
,3 y r• ~
d
d 'v o0 o O ~ ~ _
Z+ w m
m
a• a
" a~ REMOVABLE WALL SLEEVE WITH 24 DI MECH SEAL TYP • ALUM GRATING ~ ) r N ~ r
EFFLUENT PIPE ~ a INV EL 19.94 .e 20" DI INFLUENT PIPE CONC Z °
w + 15 SIPHON W + ENCASEMENT (TYP)
' INV EL 20.44 TOP OF CHANNEL . m m
EL 22.44 . ~ G G •a
a• G d d G N N d
I - - G
• G d ~ Q ' ';Q . . coNC Feu a
- - : I(1 d 4 d • I ~ 3"x3" 8" TYPE 304 STAIN
. ~ `I 11 4. 1 MIN. . .y ~ LESS STEEL • CHAMFER 90' BEND (TYP) WITH
TOP OF FLOOR SLAB`'Jv~~v •:••:••'''•'~o'~''•.' ' ~ o 0 0 •II l EMB DM~Ni " a. ~ x~ ~ -
12 (MIN) , . d • c• ' G • ~ ' " CHAMFER STAINLESS STEEL BIRD SCREEN
. d • : n c i 15 DI INFLUENT PIPE INV EL 19.94 8" VENT-TYPE 304 STAINLESS STEEL
G MANUFACTURER TO DESIGN, TOP SLAB OF FLOW ~ »
i PRECAST CONC HILTI HSE 2421 EPOXY AS REQUIRED, TO PREVENT _ r~>, p ~,o ~p ~o ~o ^o ~o ADHESIVE ANCHOR OR 1 EPOXY c° 8 TYPE 304 STAINLESS STEEL FLANGE
FLOTATION PER SPEC STRUCTURE -IOR OR ~ „
„ " EQUAL (1 .TON MIN. SECTION 02605 12 MIN 15 x15 ALUM 1/2 TYPE 304 STAINLESS TENSION i.APACITY AT MIN. 8 TYPE 304 STAINLESS STEEL COLLAR CITY AT 6"
CRUSHED STONE STOP PLATE STEEL EYEBOLT SERVICE LOAD CONDITION TOP OF SLAB CONDITION) ~1_ _ • a ° • ~ EL 31.57
~ C d d X
EYEBOLT SIPHON EFFLUENT CHAMBER WEIR WALL Q 3
C EYEBOLT CENTERED N
t 2" - 1'-~" - M$ - NTS - c . - OVER EACH STOP PLATE o • FINISHED GRADE
~i\\~i\~~i\~~ ~ ~ / / / EL 29.07 r\ //~//./i~/i.
PRECAST CONC STRUCTURE PRECAST CONC STRUCTURE a
T (6'-0" x 8'-0") " 6'-0" x 8'-0" 8 VEN ( ) 8 VENT
CONC FILL (TYP) 20"x20" ALUM 2 "x " ~ PRECAST CONC STRUCTURE
0 20 ALUM STOP PLATE STOP PLATE
a . d4 a ° '
. • • . ° • 20" DI EFFLUENT • • d' 8 REMOVABLE a ° PIPE c . • • g : a• REMOVABLE
• ~ ~ INFLUENT PIPE ALUM GRATING ~ ; o ~ • _ • ALUM GRATING • .a REMOVABLE 'd D WEIR WALL
o I ~ ~ . '1 ALUM GRATING - TOP F C Q. .Qa 0 ONC EL 21.97
~e WALL SLEEVE WITH
U~1 t WALL SLEEVE MECHANICAL SEAL TYP " ( ) .Q ~ WITH MECHANICAL " 4'-0" 24 DI INFLUENT PIPE
a EFFLUENT PIPE a ' .d - - - - - - - . _ SEAL ((TYP 20 DI EFFLUENT PIPE d. INV EL 20.97 - t ~ 9
vi INV EL 21.47 :d
w d. - - 1 ~ d• 24" DI ~ ~ TOP OF CHANNEL
- EL 23.97 • • ; • ~ _4_ INFLUENT PIPE . ~
• I I . • EFFLUENT PIPE • . . Q I I ~ INFLUENT PIPE ~ I I ~ -
N d. I I ~ - I I ~ I 2 d I I ~ ~ ~ - - ~
N - I - d I I ' ~ - --t I N
~ WA IT I ~ LL SLEEVE W H a a CONG FILL
I I MECH SEAL (TYP) . ~ I _ x - • ,,,,,,11111111„/,
~ a :
I I ~ 6 ~ ~ d' a: 9 " " '4 cD ' . , ,'a TOP OF FLOOR ,.~`p~,..•",••..~~ ~ SLAB ; ~ SS1 ••~q 15 DI EFFLUENT PIPE a ~ ~ EL 20.47 = ~ OED ON
G d d ' INV EL 20.97 ~ a . ..de • ° ~ . e ~ ~
~ 42"x42" •d • .d ' a ' . •.d • . d • • a' a; • 42 x42 ACCESS HATCH MANUFACTURER TO . ° 12" . (MIN) y, 3
ACCESS HATCH a ~ m • DESIGN AS RE UIR ~ ~ O ED, TO ; y . : ~
~ ALUM LADDER WITH 15"x15" ALUM 15"x15" ALUM PREVENT FLOTATION PER ' ~i'•FH ~ '-moo o no nc~ ho no no no r~4 no no ,,S •ti~1NE,•. p~,.
o SAFELY EXTENSION STOP PLATE STOP PLATE ALUM LADDER WITH SPEC SECTION 02605 ''-,r0 P~
SAFETY EXTENSION '~l,,,pHER Pl,,,l`' 15"x15" ALUM 12 MIN 111/ 11111/1/
CONC FILL (TYP) rn SIPHON INFLUENT CHAMBER CRUSHED STONE 7 B d3 STOP PLATE
~ SIPHON EFFLUENT CHAMBER SIPHON INFLUENT CHAMBER U IBER
PERMIT REVIEW SUBMITTAL
PI eel DI AAI d
U I vnI rL 114 1/2' ' 1 '-0~ ~J I NOT FOR CONSTRUCTION I
/ 1/2" - 1'-0" 1/2" - 1'-0"
J J
U
IGNED BY: C. PATACKIS LO IDE CITY OF KINSTON PROJECT NO. 20655-33545
~ C, MILLER Camp Dresser & McKee WN BY: Kil FILE NAME: CPLS0009.dwg KINSTON, NORTH CAROLINA SIPHON STREAM CROSSING
ET CHK'D BY: W. MILES 54011ll* ,oodAmm,Su 300
TH nommu*r, Rah, North Cerolm 27612 SS CHK'D BY: S. SMI SHEET NO.
QD°" f° Tel: 919.787~5820 Fex 919-781 790 LOWER4 ROVED BY: OWER ADKIN BRANCH OUTFACE PLANS, SECTIONS AND DETAILS ~
REV. REHABILITATION PROJECT G9
N0. DATE DRWN CHKD REMARKS E: JULY 2003 REHP Gi