20021003 Ver 1_COMPLETE FILE_20020621

M EXISTIN~3 MH O O
o „ 10 LF OF 4" DIP. TIE TO :i~ M01~ 24.98 LF OF 20 ~ DIP is,~%~~~,3, (313, i ~ I LF AWAY) N~ p O
1. BRANCH FLOW SHALL BE TEMPORARILY DIVERTED TO ONE SIDE OF THE EXISTING BRANCH THEN EXISTING SEWER SERVICE. say-~~.c~ ~ 3.00% SLOPE MATCH EXISTING SLOPE. E 1a"INv ouT=49.x9 NEW MH 38BG-1 N N ,yea, ~ CONTRACTOR SHALL CONTACT EACH OF THE I I W (5 0 STANDARD MH) ~
" THE OTHER OR BLOCKED ENTIRELY AND PUMPED DOWNSTREAM DURING CONSTRUCTION OF CROSSING. ° EXISTING MH ~r~,~~~da,~~ FOLLOWING ENTITIES FOR IDENTIFYING o N Q STA. 54+68.81 (24.98'L OFFSET) LOCATIONS OF UTILITIES P °
CONTRACTOR SHALL PREVENT AGAINST ANY UP5TREAM FLOODING. ,,j ExISTINC MH ~ o ( 6.80 LF AWAY) 536.86 LF AWAY ~ RIOR TO ANY I I / RIM EL=55.00 DIGGING. ~ o
Nis"INV OUT=50.35 { ) c~~ IRAFI OR APPROVED EQUAL A MIN. OF 10' ON EACH ~ N 8 INV OUT=48.65 "t~~~w~ ~ ~ ~ \ 2. CONTRACTOR SHALL PLACE FILTER FABRIC (M ) _ , ,_,~'S~i,,, ' ~ / 100 YR FLOOD EL=55.00
D SIDE OF THE PIPE CROS5ING ON BOTH BANKS AND FROM TOE OF THE BANK TO TOP OF BANK. EXISTING MH #38BH ~ ~ , ~ ( } / \ ~ x .f p, / ~ n Y ~ ~ IE OUT (20 )=44.61 I i = / EXISTING MH #38BG N.~t ONE CALL CENTER
N CLA N ENTIRE FABRIC AREA A MIN. OF 15" THICK. (TO BE ABANDONED} ~ ~ ~ ~ SS 1 RIP RAP SHALL BE PLACED 0 ~ ~ IE IN 18 =45.02 ° ~:.,f , , , ( ) PHONE [phone] / f r ,,RK,~.C (TO BE ABANDONED ~
o ~ MH TOP-54.38 ~ ~ \ ~ ~ ~ ~ y r ) z \ , `w~ ~ ~ ' IE IN (4 )=50.821 MH TOP=54.78 REQUIRES A MINIMUM NOTICE OF 48 HOURS. I I ~ 180'0'0° -
EAM W INV IN=J4,68 ~ . E!•~~ ~ DOWNSTREAM UPSTR N 15' IVN IN= ~ ss 0 ~ ~ N 15"INV 1N-45.17 s
OUTSIDE EDGE I E 44,93 ~ ~ ~ 0 51DE rr 5D E INV OUl 44.66 ~ ~ OF 14 ~ PIPE a~~ C ct;~+~,-u'-04>' .M{.~'-~'. W INV IN=44.91 E.; ,
w~~„~ ~ EIS NG M #38Z TO REMAIN ~ ' ~I ~ ,`~.=<<';~1~f sw 4"INV IN=50.82 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 ~ ~ E 'NV _3r°'"' E 15"INV OUT=44.89
( ) ,l MH TOP=53,46 / ' ` $ a". t~ ~ ~5.,~ ~ ~ i J°~r ~N,~~1Tr1Nr~~L~ CENTRAL DISPATCHER: PHONES 252-939-3282 ;~°•ry~., NEW MH 38BG-2 WATER AND SEWER: JOHNNY SKINNER 3
BRANCH FLOW SW 18"INV IN=44.35 TO BE ABANDONED ' g ' , STA. 54+68.81
a # •.f--- « TIE NEW 8 ~ IP ; .r S 81NV IN=47.96 (TO REMAIN) D TO ~ `,~V y K OPEN CUT & REPAIR PHONE# [phone] w
3 6 EXISTING BRANCH BOTTOM E 18 INV OUT=44.26 (TO BE ABANDONED) EXISTING MH #38Z ~ ' ~ , N O ~ „ ~ •g; >dhd~ \ N , • APPROXIMATELY 525 SF ELECTRICAL: FRANK THOMPSON - ~ b+. N ~>S. ,v ti ~ ~ ~ ~ OF ASPHALT AND 35 LF PHONE# [phone] ~ ~
o t , . t / IE OUT (8 }=47.93. ~F , ; ' *``M,~ n,~~,~ .-,~-,~u,, EW MH 38Z-1 OF CURB AND GUTTER REQUIRES A MINIMUM NOTICE OF o
" a° 24.09 LF OF 8 ~ DIP \ s~ s, ~ ' . ~ ~ , ~ , , ~ ~ Ask ~n~v:=~~~~~ STA. 54+38.36 24 HOURS FOR EACH. / o z
W W ~ APPROX. 4 a 4 d JACK AND BORE 20 ~ DIP , „ ; ~ r ~ , a n 4 CLR , „ ~ 0.40% SLOPE 180'0 0 ~~.tt o a ° 2 MIN, INSIDE OF 35 LF OF 30 O.D. ~ 180 0 0 ,~I;~ri~~~ ~ w z o ~.tt ~ ? ,r ~r~ti~:~a~ O 1 f
#R a. ° „ ~ a , ^ : < ~ o STEEL CASING WITH 0.438 MIN. / ~ a a 1 MIN. « CONTRACTOR SHALL CONSTRUCT ~ T' . OPEN T z ~ ` EX" NG MH 38 5,,,~ CU & REPAIR 350 ~ # ~ o ~
- ° ° WALL THICKNESS ~ ~ 4 ° 3 CLR TYP ~ ~ ~ a~~ SF OF EXISTING CONCRETE ~ Z ~ , TO B`E~ ABANDONED , ~ a ~ ~ _ ~ \ ~ p ~ ,TOP=s2.75 ` ~ r ~ ~,~`~I' '~oA DRIVE AND 20 LF OF w Y
/ TEMPORARY GRAVELED ~ . ~ H t I ~ TIE IN EXISTING SEWER rn w ' ~ V 1d~,44.19 INV ,1 ' '~`3 ~ _.a1 ~,J~a..,, ~ryo SF~ CURB AND GUTTER „
• . • • ~ • • • ~ • • • • • • • • ~ ~ / NEW MH 38YA-1 CONSTRUCTION ENTRANCE/EXIT. i , % ' 1WP ~ " ~ • ~ ~ • ~ ~ • ~ ~ • ~ ~ E AIL DRAWING C- 2. -f`~ ~ ~i ~ 6 COMPACTED 3 CLR (TYP) STA. 53+92.79 SE DET 2 ~ ~ \ O ' r =44~~,3 , - ~ ~ ~ SERVICE TO NEW 201 DIP ~ ~
t0 THEIR TOPS . / , ~4 COARSE AGGREGATE ENCASE PIPES ~ } ~ i may„ ~ 0"+A ',,~••'i•' bdgd 9~1,,.A:ri.~'d. WR. ~ ~ (hk'y.'",'~~~.~J? iY ryl' / r. ~ FS ~ /
o TIE EXISTING 8 ~ SEWER FROM NORTH / _ ~ u. r/ 1 W 3000 PSI CONCRETE. CONCRETE 4526.18-30 6792 ~ ' °~ti ~ Gi'~ ~ ,ate ~ '<< ~f 'gyp U U
/ TO NEW MH 38YA-1 WITH 7.00 LF ~ DREW w. PoLLOCK III >V~`'`~ Y a „ FROM TOE OF BANK # BORE SPOIL / 4®12 SHALL EXTEND " i a ~ / OF 8 ~ DIP. TIE PIPES DIRECTLY / V , sEVt~~. qtr ,y~g V'+ % S ~ . ~
o E OF BANK AND EXTEND INTO AREA / / a O.C.E.W. TO TO / rtp-e,x.~ ~ ~ ~•r,, G' c
Y OF 6 . THROUGH EXISTING MH #38YA. NEW / ~ ,-ti ,~,,~,~,a BANKS A MIN r / ; o SLOPE SHALL MATCH EXISTING SEWER i~ ~ ~i<IV-4~,~ 1 ~ ~ E )~IU-~S,~ fl's'~4iF"a~6"d~,,. A ~ ~ `>Cy'h'~f,+, ~ ~ X i, / ~ ~
3 PROPOSED LOCATfON / 0~~ i~v-~~.~ / FROM MH #38R. ~ OF BORING PIT ;p~ 'Jt~ i~~lU~.~4rz. ~!I ~ M~ , ' SS \ fb ~ r{~ - 5.. ~ ~ ~ / ,°'i ~ N q s r
EXI TING ~ ~ , a /t 4526-3( S MH #388J / / (APPROX. 20 x40) LovlcK M 4526-30-6875 \ ,r. , ,,.,~h „e,~ ~ F '1! ,
3 _ _ TO BE ARAN ~ o CR~~~NG Q~~~„ 4526 30 8631 ( DOMED) ~1 f , ~ / ~ ~ BRANCH ~ ~ er ys 1809 N QUE LOVICK MILTON M , ~ ~ qs I' / . r ~ a ~ ~ a ~ / ~ O O 1809 N QUEEN STREET ~,"~+f~ EXI~~ING MH 38R ` \ ~ ' '~,r Z
~ ~ ° W POLLOCK GRACED MH TOP=51.45 .7 ~ ~ o ~ 4 ~ E~ NG MH 38YA N.T.S. STREET TRACT B _ / / / Z Q N QUEEN W 18"INV IN-43.65 r ~ / IG MH #38YA r"' ' > ~ ~ MH rim=52.71 ~ ~ ~ ~ ~ ,y ~
ww ~ ~ / (TO BE ABANDONED ~ ~ ~ E 18"INV OUT=43.26 ~ r / ; ABANDONED ~ ~ ~ EXISTING MH y,386~ / ~r,/ 0 0 0 0 ?r` i E 4"INV fN-49.06 g, ~ ,a O O O O
~ ~ Q / ..j N EXISTING MH #38BK PROPOSED 25' UNCERTAIN ~ MH TOP=52.88 ( ) / ,a.. =52.88 ~ S 8 INV OU`~=48.79 ,,,au~~~ , ~'T"~~_ ; r f ~ N
~ ~ ~i / W 18 INV IN=44.26 ? (TO BE ABANDONED) TEMPORARY • • • • , - \ , ~ t`~i L~~K~ f / /~`~f.'~ vrj~ ~;,E-.i1~N'v ~:i3~r tf~ t~? I~ I I IN-44.26 rr s ~ 00
/ ~N 8"INV IN=47,68 MH TOP=50.74 CONSTRUCTION ' ' . • - • NEW MH 38BJ-1 • . -s~ "INV IN=46.50 IN-47,68 ~ ~ , _ , , . - - ~ ~ N N rn IN-46.50 ' ~ ~fE°~x ~ ~
Q w INV IN=43.78 (UNCERTAIN) EASEMENT FROM STA. • i~,• ONE 2 BUFFER / ( 51+89.67 / , ~ E 18 V OUT=44.23 EXISTING MH #38S ~ NW 18"INV IN=43.59 - , OUT-44.23 ~ ~ ~ ~ ~ ~ ' c~ '
/ EXISTING UTILITY , i 4~ _ , SE 18 INV OUT-43.51 233 ~ / EXISTING 8 ~ TC SEWER\ :..~.s ~ / ~~~I~sk°!~,! ~ 4,~ / ~ ~ ~ .''m ! , dry i , r t~
I- EASEMENT) BRANCH CROSSING f ' _ - ~ - ~ / ZONE 1 BUFFER ~ ~'r~ / SHALL BE INCLUDED IN `~%r ~ ~ t~~ ~ 'r ~ / ,"IP~V ~~.)7~ ~7,~15
,~.~~~u _ SEE DETAIL THIS / w°~~. ~ I T FENCE TYP. / - - w...~ 5L ( } HEEf / 4526 30 8631 \ 4~,r CLEANING & VIDEOTAPING ~ ,tip ~ ,4 r, ~ , o w w
.A~~~ _.w_._.._. ~ w =~rz.:.~•~.~~~, r¢=.- POLLOCK GRACED ° . WORK. (NO REHABILITATION) , r ; c~ ~
_-..~...-.•~.y. ~a / N UEEN STREET TRACT 8 '~.r` ~w._.~-,..~ '~a~ ~ ~...w, O . .w._-~..,~_.~,. _ ~ . ~ h<; 'E:"`~~'t'Fss .,n ~,~15.~.~" ~ Z fn Y d ~ ;T 8 ~ 'l ~ , ~ ~ ; . ~ W Z
'e`^>-.m...m+wuvnue.,w.~.~wc+:rca . -:"'5-,._, a ;:fir f:I.J}" i ~l~ ~ . Y+ ...»,._.....,...,....-*~..4.-..,..--.,~. ~ ~ a_~,,...,..,~.~......, , ~ ~x , ''r EXISTING MH #38N , 4 , ~ ^ i,i w, ~:h~~a~,.,~ / TO BE ABANDONED rc.~. ~ ~.t ~ c. ' ~s' ~ ~ n,. -
_.._,._.__a_~ t k ~';Wc MH TOP=52.14 \ 1``~ / / ,
- <ar t ~ 2~i" °N~ 18" INV IN-45.35 ~ i ~ ~
- _ SE 18'~FN,V OUT=45.15 ~ -
ro ~ _ - - - ~O' U ~ ;L° 3 E ~ tOF MEAL ~ t 0" EAs,H ~;1;.,E n ~ - - - ss - - - - - - ss - - - - ss - - '~~Y.,~~'~ : 0 0 ~ . - • - .,F SM ~!%;R LINE - - ss ~ i • r. v W w . ' _ . .=-=-~M•,_ - - - - S813 ~ - - - - ss - ~ _ -s _ ~ _ ~ 8_ _ ss - - - - ~ - ss _ \ - -.~._,a "~t+>'16~-i~FV.-lRl,=~`~.y4 (ABANDONED STUBOUT) a h _ r
~ EXISTING MH #38AS f i °Y~
3 ~ , 'Y~~ . ~ ZONE 1 BUFFER .~a.._.-..~ ~ 'sE. -c ,r ~ F F , ' r~~ - • - - =.A~ ~8 ~ TEM RARY SE ~E#I~ING--1.8.,.E iTAf~Y' , ~
~ ~ . ~.2NE. BUFFER ~ ~r - • - • .,.v`~t v • . - - - - ~ - - . ~ t ~°~''r ~ ~ s~ . 3 . _..._s ....r . - ~ CONS CTION SEWER TO BE ABANDON~~..~~` f';'", ~ ~ ~ IN PLACE ~ . , ~ ~ ~.~,~m~;_~::~`~ ~...~~"~:`.~u
PRO ~ - _ _ `r ~ i~1v= ~7.~^ ~ ~ m, ~ i ~a, IN POSED?~.T~?~rtARV ryoNSTRUC ~ - - _ 155 4416 ~ / EASEMEN AREA TION BASEMENT • _ - EXISTING MH #38AR ~ , . I - n~._ ``y w' . , • by ~}YiT.y. •,m v
- - _ ~ - - _ (FROM • ExIST1NG UTILITY EASEMENT ~ ~ • • - • • • • • • • • - • • • NEW 20 PERMA~NT • , CONTRACTOR SHALL EXERCISE"' • , ANT ~ nli"~ ,r `v, ~ , ~~t1111R1t1~1 V ~ ~
i" ~ _ ~ ti , CINITY OF i • SEWER EASEMENT EXTREME CARE IN VI ~..CARp ~ f NEW MH 388E-1
WETLAND TO PREVENT NEW MH 38BK-1 ~ EACH SIDE ~ NEt~ MH 38Z-1 ESSI 'y ~ 1 ,'~;3~v ~tv,! - 4,5."~8
DISTURBANCE y--W TLAND-%~~ STA. 51+02.42 `+V0!ODS ~9 ' 0 `NEW MH 38N-1 ~ 9 , i- 5 ~ STANDARD MH W WATER TIGHT ~ ~ ~A'~r ' • . 4M1 ~ ...w_.. x a r
M - ' 4s2s-4o-372s ' f ~ / (5 0 STANDARD MH - -4446 / REA ROBERT B •I 7 ) 4526 40 ~ A. 1 , SEAL .~.._...~..-.~......,4_..a~,m...~~,, COVER VENT & OUTSIDE DROP -
DANNY RAY & SHERRY S 17D8 OLD SNOW HILL RD ST 5 +02.42 (98.93 NORTH} ..I / ORTH s 6485 ~-,-_.v.,._._ ~ ' '1: ) STA. 54+38.36 ~ ! , ;v o, i , ~ EXISTING MH #38AP
olD sNOw HILL ROAD i RIM EL=53.73 R ~ ~ ~ ~ `
4526-40-4519 _ EXISTING 18"~ SEWER _ 4526-40 3648 , ~ ~ r EXISTING MH #38M ` 100 YR FLOOD EL 53.73 JENKINS SHARON ~ BOONE ROBERT C HORIZ. 0 20 40 84 SHALL BE INCLUDED IN •I _ / I L RD (TO BE REHABILITATED) IE IN (EXIST. 18")-45.45
17 2 OLD SNOW HL I OTAPI o oLD sNOW HILL ROAD CLEANING V DE NG _ o, J dJ ~ ..r , . , L : ~ NEW MH 38AS-1 NEW MH ~386G 2 ~ E r~q~~cc ,fi., rs~~ ;~~aG
AND R ABILITATION WORK. MH TOP=51,84 ~ IE OUT (NEW 18")=45,40 0 0 ~ VERT. ~ ~ ~ ~ EH N 18 INV IN=46.04 s~ ~ , ~ ~ CX~ti:YGli ~'r+!C~ 13~.4:L6;~j,7~ ii4`~Eh1]'r ItI1 E`,~~L#~a5.;$ ~JaIM. 6 ~ STANDARD MH rT~~~~ '
ww ~ 0 2 4 8 ~ W w (APPROXIMATELY 97 LF) sw 1a"INU OUT=45.98 P VI SCALE \ ~ STA. 54+68.81 ~ ~ `~.Z
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coOO~:~ -rOr:O 00~ 110000 C~iOp -~I- 'a-
i o o w o 000 o DATE o o II ~ _ ° ~ z cn NOVEMBER 2001
~ I OD to d. ~ r- a N .J N J In J ~ R = o o PROJECT NO
~ ~v ~ 40464
ZZ Z W ~ W } ~ ~ w ~ o _ _ _ FILENAME
~ _ 0 40464C08.DWG
SHEET NO
0 49+80 50+6D 51 +40 52+20 53+00 53+80 48+20 49+0 0 54+60 55+40 56+20 57+00 57+80 as
Wz~~~ DRAWING NO
N w ~ Q 3 PR FI ~a aoo LE VI EIN

_

N i1
O f ~ 1.i~3 i' NOTB: 0 0
CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
" 1. CQNTRACTOR SHALL BYPASS PUMP EXf 8 iS PUMP EXISTING FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I I F
" EXISTING / - - SEWER FLOW WHERE EXISTING SEWER CAN M H #38AT / REMAIN IN OPERATION TO INSTALL NEW SEl SEWER CAN NOT M o 0 ALL NEW SEWER, N.C. ONE CC:~~ L GENTS I 1
z MH ToP = 52.31 BYPASS PUMPING SHALL C NTINUE UNTI 0 L~ 'INUE UNTIL NEW PHONE [phone]
E 8"INV OUT=47.66 r, y-~~'' ~ SEWER IS APPROVED FOR USE. REQUIRES A MINIMUM NOTICE OF 48 HOURS. Y
> N z°7t ° ~ I = U
55 - 2. EXISTING 6"~ TERRA /~r , ~ COTTA SEWER LINE SEWER LINE FROM CITY OF KINSTON PUBLIC UTILITIES z
~ OPEN CUT & REPAIR EXISTING MH 38BB TO EXISTING MH ACRC 150 SF OF EXISTING ~ , ~ i 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 i I ~ ING MH ACROSS o
o s 1~'a~~ ~ a ,,,,,r ~ / BRANCH SHALL BE COMPLETELY REMOVED. ~ R ASPHALT, 12 LF OF ;.;,r~' Y REMOVED. CENTRAL DISPATCHER: PHONES 252-939-3282
~ PROPOSED / r ~;~rolsT~ ~ ~ CURB & GUTTER, AND - / ~ „ WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone]
~ ~ ~ ~o Fo LOCATION OF ~ / 3. EXISTING PARALLEL 15 ~ SEWER LINES : ~ 40 SF OF SIDEWALK i ;%r~~r"~ ~ ; r , a~,.. , 3 , BORING PIT r ~ , SEWER LINES FROM ~ ELECTRICAL: FRANK THOMPSON-PHONES 252-939-3288
~.Mw~__,~ ~rP y S ~ ~ / EXISTING MH ~386A TO EXISTING MH #38B ` i;sir-~-4;~~~H 'Pi APPROX. 20 x40 r i NG MH #38BC AND i REQUIRES A MINIMUM NOTICE OF 24 HOUR5 FOR EACH. 5S DITCH SHALL BE
a ~ ~ ~ F ~ 4p ( ) / EXISTING MH #38BB TO ACROSS DITCH SHE ~ S ~ 9,~ ~ , , i ,,a~, S~~ ~ r ~ ~ NT COMPLETELY REMOVED.
~ ~ ~ .Pr~ , / CO RACTOR SHALL CONSTRUCT Q , n ~ yc 3 ,'~r a~' ~ ~ ~'s TEMPORARY GRAVELED ~ ~
a 5 r-, o \ ~ / ~ ~N ~ c G CONSTRUCTION ENTRANCE/EXIT ~ ~ ~ ~ ~ O ~
~sn c ~ ~ , rr, ~ X ,r,= ~ t ~ a ~ °N , r (EACH SIDE OF ROAD). SEE ~ EXISTING 8"~ PVC SEWER o Z
~ k. ~ ;r ~ F s h DETAIL, DRAWING C 22. SERVICE TO BE RELAYED Z ~
F ~ ;r~' EXIS1 ~'•h, t ~ q Fy ; f ~ o cn EXISTING MH #38BA z ~ TO NEW MH ~38AB-1 W o ~
~ ~ s \ Q' i , TO I ~ ~a. , ~ ~ ~ FN MANHOLES #388E & ~38BD COULD TO BE REMOVED i ( z -z
ss ~ J r, ,r NOT BE LOCATED DURING THE 45 6-31-2450 OR A w _ ~y a, ~ ~ ~ ,;f ~ SURVEY. CONTRACTOR SHALL 2 MH TC ~ ~ U Y ~ OR ABANDONED) ~ w MH TOP - 53.96 I~.
~ t~ \ BORE SPOIL r~, ,~r CAREY BLISS P HEIRS F ~ fh3 ,,~rs~~~ LOCATE W/CITY OF KINSTON. C/0 RITA H STONE Nw 1. NW 15"INV IN = 47.42 4 26-31-0646 = J O
AREA o \ t ~ \ v~ "~`~G~~ r } ..f i~',t ~t~Nl, ~„'()~(hR (BOTH MHs TO BE ABANDONED) QUEEN STREET W 8 If W „I _ PERRY Y JR WARREN & DAN ~ 4526-31-0718 V n 4526-21-9847 8 NV IN - 48.82
Q t. r";~, `~..ss~ ~ ,;,t / !Na}m~'~"`~ U~~~,TTAINi~~?(_ET SE 15 _ 426 32 DARBY AV A 14 RUSSELL SARA ANN P MITCHELL EARL ROGERS SR & (9 SE 15"INV OUT - 47.39 Q ~ 424 DARBY AVENUE MITCHELL EARL ROGERS U U
~ \ < / ~ NEW DITCH CROSSING. 422 DARBY AVE d I o0
' / ~ ;r~ / SEE CONCRETE COLLAR & PIPE ; / .~Di!~~~ ,~.~P SILT FENCE TYP. PIPE ~ ~
\ sk. r.', i ( ) SUPPORT DETAIL DRAWIN C-21. Y F ~ ~ G ~ t, .'MS+.~ ~ ? r . llr^>z)~ II`1 4d.9~ o ~ C-21. I a o s~ ; w w m~,w. >
JACK AI~& BORE ~ ~ ~ i ~ ~ ~ • • PROPOSED TEMPORARY CONSTRUCTION EASEMENT E it li l~ ,"Ai 1~~ A.Z:I. i_
~ ~ ~ ~ ` f/,;' i ~ r': o , .ti ZONE 2 BUFFER ~ , . . • - • _ 35' FRS EXISTING SEWER LINE 20 ~ DIP II~IDE OF ~ ~ ~ , et „rr ,~j' ~ • •
'3 ~ ~ / ; , (WIDTH VARIES FRONT EXISTING UTILITY EASEIdEN OF 30 .D. . ~ ~ - - - - - -
#3 ~ ~ .^i r ~ ~ f ! / ,y... ~ ~ ~ .rte ~ ~ ~ w~~ ~ ~ , STEEL CASING WI T ` ~ ° • • 140 4 28j ,p,,, . ; 80 0 0 , ZONE 1 BUFFER ,s; - • • _ . • _ • ~ . . r. ~ ter. ~ ~ t I y1f4 e-
w w 0.438 MIN. WALL ~ , ~ , ^ ~ ~ r s~T`~`E:?~ W..^..._~__ ..a _.n...~ w . , ~3 35: u.,,, . . - . . ~ ~ . r r- ~ ~ , _1.&4 4.11^ , . . ,~ib ~}~~..A ~ iti ie 1 r., "'..a' • ~ ~93 ~ O O .all . Ip I3 / r _ ! I 7e
THICKNESS ~ i r r ~~i~~~ f - - - - - - E~SE'h?~~'~°~ _ , l.i~ j. .4 - • 3'µf U1'kl_"~~3• ~ - - - - --~`C'~?*Nf?t N N N N
~ ,{.f T `so-! \ t _ - I, l 774'21" ~'~~+,-a" - - - - - - E:~,S~:~i;'N~i ~ ~ ~r• ~,)~iRd~B - f'I~ 11'~~Es~~" ~ I I I I
EXISTING MH 38A '`~w°, g , - - - _ ~ ss ,rI 1 j„"~ .«...~.............e........~^ M ~."',...F "'`.°m: bts~wxW>..'.vs¢ ,w...r~. SS s s - ti - ss ss -1- ~ I
(TO BE ABANDONED) , ~ ~r ~ ~ x~.. .u. ~ , ._..n -ss-- - ss - F >.s~,.-w N N Qs ~ -..,.w.w......»..., ~ SbM.L'C~.eaw vm.. 2
MH TOP = 52.81 ~ ,Jf~~p' ~ aF'i~f ~ ICS ;..~~.,~w.~.~~.~..-~-~~-~=-~:~w.,~_~__.......__......... w..~..-......~.»............. ~ i M 7f^......~..'~ Y - m- 1~~ w r r... .r3'.az~' ~ 1, s~ -:~,_r.~.~~ ,u ~:.~~;T.~..~;~ r~~,.;.;~
E 8" INV = 46.39 ~ °':,L- _ , r.,w ,NW ~ "INV IN = 46 39 ~ ~ I ~ ~ - -r
.-~.._^W___..~....~_....~._ r ~ .w~ ~ Wes: VIN - 46.94 ~ r ---=k~ ~ - w ~
, . : , ..._.._....~_._.._,_._.M__...__ _ _......._~_..___.~...~.~_._____...._...-_~..._uw -~.~~....w _...~_,w.~. _ ~ ~~~.;;:~T,:~:~ s ~ V U~--- 46 9 i~~ .3 - - _~r ~ .:.a dm.~,. b.~....
_ ~W~ e\ 0 J •.x,41 Vk7i 9~ j ` ~J J...." .....v. "'x' " ""^~^,.~v, ~..wn.,..+., mn~eu..,.
\ L' f ` ' ~ ~ t ~ EXISTING MH 38BC i NEW MH 38BA-1
EXISTING MH #38BF STA. 59+37.05 NEW MH 38BD 1 ~ j>?F !N'V~ 45.:8 ~ ~ ~ .XP . =~C3.~ STA. 64+85.30
4~•6 (TO BE ABANDONED) TIE NEW $ ~ DI SANITARY STA. 61 +12.45 ._-._n. , MH ToP = 53.89 (TO BE REMOVED OR ABANDONED) t ;~°~wE.i:AL ,BANDONED) ~~~~~nu~~~ua,~,,
~ ~ ~ _?_~;,R~;~ SEWER DIRECTLY TO EXISTING MH roP = 52.8a REPLACE EXISTING 8 0 TC WITH 47.50 LF OF NEW 8 ~ ~.~`~1~ CA~O a P ~ /
0 o EXISTING MH 38AR ~ ~ ~ NW 15 INV IN = 4x.39 SEWER THROUGH EXISTING MH Nw 15"INV i = 47.4 ~ ~ ! 1~ NE INV IN - 46.69 N 0 t \ DI SEWER FROM EXISTING MH TO NEW MH #38BA-1 ® ~ p~fSS~ ti ~ Q~ ~Yq 9 . CONTRACTOR SHALL PLACE 0.72% SLOPE ~
(TO BE ABANDONED) l ~~;w, SE 15"INV OUT = 46.39 #386F (SIZE ASSUMED) sE 15 INV our = 47.29 EXISTING MH #38AP MH TOP = 52.87 FILTER FABRIC (MIRAFI 600X IE ~ EXISTING MH=49.52 SEAL
(TO BE REHABILITATED) NW 15°INV IN = 46,44 ~ OR APPROVED EQUAL A MIN. IE ~ NEW MH= 49,18 s 6485 z;
W 8"INV IN = 46.87 c~ti~ MH TOP = 53.75 EXISTING 8~~ SIZE ASSUMED r~E sw wv ouT 47.05 ( ) EXISTING MH ~38B6 _ ,~.Yr~sEu , PLAN Vi ''B OF 10' ON EACH SIDE OF THE SEE CONCRETE COLLAR & PIPE SUPPORT DETAIL, o~
EW s 5 Nv ouT - 46.47 ~c~Tro:~ SEWER SHALL BE INCLUDED IN (TO 8E REMOVED OR EXISTING MH DRAWING C-21 R ~'c OR PIPE CROSSING ON BOTH ~'gNEE v~•`
- N „ CLEANING, VIDEO TAPING, AND ~ ~ ~ ~ ABANDONED) ( RAISE RIM ~ • ~ ( ) D ~ BANKS AND FROM TOP OF ~ JO
NEW MH 38AS 1 BENCHMARK C REHABILITATION WORK. HORIZ. 0 20 40 80 MH ToP = 53.71 STA. 64+85.30 (47.5 R) ~ ~ , BANK TO TOE OF BANK. NEW RIM EL=5
STA. 58+83.26 SPIKE I!~ POWER POLE ON WESTERN SIDE Nw 15"INV IN = 47.41 OF QUEEN STREET NORTH OF PLAZA BLVD. VERT. ~ ~ ~ ~ NE 8"INV IN = 49.18 CLASS I RIP RAP SHALL BE 5'82 100 YR FLOOD EL=55.82 F°
0 2 4 8 ELEVATION = 55.00 M.S.L. SCAB SE 15"INV, OUT = 47.50 PLACED ON ENTIRE FABRIC _ Q -Q~-a~
AREA A MIN. OF 1 " Hi EXISTING MH TOP - 53.61 5 T CK. NE 6"INV OUT=49.52
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II N o0 N o0 I J I- ~I N ao ~ DATE NOVEMBER 2001
Z p
W W - W W W W o - - - PROJECT NO - w w w w 40464
57+80 58+60 59+40 60+20 61 +00 61 +80 62+60 63+40 FILENAME 64+20 65+00 65+80 66+60 67+40 40464C09.DWG
SHEET NO
PR FILE E W ~z~~~ 09
~W~Q~ DRAWING NO
~aaoo ~~$s~~

M AY ~ iA1i
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1. IN RESIDENTIAL PROPERTIES FROM STA. 3. AFTER TREES HAVE BEEN CUT AND 0 " 67+20 TO STA. 72+82: EXISTING TREES IN THE STRUCTURES HAVE BEEN RELOCATED, THE N N W
N VICINITY OF THE PROPOSED NEW SEWER SHALL CONTRACTOR SHALL INSTALL NEW SEWER AND e ooQ
0 BE CUT DOWN BY THE CITY OF KiNSTON OR REMOVE TREE STUMPS AS NECESSARY AND I I °
Z UNDER THEIR DIRECTION. REMOVE ANO REPLACE ANY EXISTING FENCING. r Q ~ r
a e II=
' 2. EXISTING RESIDENTIAL STRUCTURES (I.E. 4. CONTRACTOR SHALL BYPASS PUMP U
N BUILDINGS, SHEDS, CONCRETE PADS, ETC.) IN EXISTING SEWER FLOW WHERE EXISTING SEWER e Z I I ~
THE VICINITY SHALL BE RELOCATED AT THE CAN NOT REMAIN IN OPERATION TO INSTALL 0
EXPENSE OF THE PROPERTY OWNER PRIOR TO NEW SEWER. BYPASS PUMPING SHALL CONSTRUCTION ACTIVITIES. CONTINUE UNTIL NEW SEWER IS APPROVED FOR ~ ~ e
USE. row~s:~.5~ 7cax5:'.5~
W EXISTING 15 ~ SANITARY ~ II f~
SEWER SHALL BE REMOVED a AS NECESSARY. REMAINING 8E LOCATED w 3 "
MH ~3~qw cWLp Nor w ~i .f 4526-22-2578 - ~
R HALL BE ABANDONED DURING THE SURVEY. CONTRACTOR ~ ~ 4526-31-07 SEWE S ~qu LOCA ~ I, I e 1 ~
0 18 n? 4526-21-9847 IN PLACE. ~ W/CITY OF KINSTON RUSSELL SARA ANN P I~ (MH TO 8E REMOVED OR ABANDON MITCHELL EARL ROGERS SR Eo) PERRYS INC ~ ~ DARBY AVENUE A 2 O
~ ~ ~ 424 DARBY AVEN ~ UE 4526-21-8985 I{ MITCHELL EARL ROGERS ( a~ w w 422 SMITH WILLIAM EDWARD & CLARA e 1 z O
~ ~ a DARBY AVE ~ 420 DARBY AVENUE 4526- - ff • t,. 2 O O
~ ~ ~ 22 8022 I ~ ( QUIRES RODNEY E JR & ROSHA JI 452 - -rv'tiCF . Z F- 1 y 6 22-3586 f O ~
I 418 DARBY AVE 4526-22-7180 I ,I \ PATRI - Z CK GLORIA W U Y ~
= STRICKLA N ND GROWER D i 4526-22-7138 ! x"404 DARBY AVENUE W
416 DARBY AVE !i BROWN WILLIE JR & ANNIE D ~ ' s • • 414 DA s. o J
SILT FENCE TYP. RBY AVENUE it $ ~ ~ . _ ~ a~ ~,;1,`, ~ r•~ 4526-22-6286 a'~ ~ C
I ~=,'tsx ~ , ,d4•'r.w ~,,G.Ea H"LID:, lj ~ , _ , , , r, • , ~tT?:' 190 33 3 ' ~ ~ ~ JONES MORRIS RAY & JAMIE H r _ ` e 4526-22-4422 ~ U U e 4526-22-6325 MORGAN ROMMIE 0 JR & SYBELEEN ~ O O
~ ~ ~ ~ I / 4i2 DARBY AUE , „ ' 0 tl LOVICK MILTON M 406 DARBY AVENUE ~ k,.,, H H
'~.Hs?li'~ ;"I~u. ~iP~~` I-I-~ 1~,'.` UFfiE ' $EO 1FMP i1 41 4i 4526-22-5442 1 0 DARBY AVE e ~ / LOVICK MILTON M & MARJORIE i O D
- - ss - - - - - - ss - - - - - - - - - - ~ ~ - - ...r - ~ ~ / 4, ;P~~E'.- r'' / 35' GARY C o s - ~ ~ r„ wg i t j` r ~ - ".,r'.A1C 'r'" l Wl>7 FRt~ ~1V$]~j 3 - ss - - - - - ss - - -i - - - ss - - - - - - . - - - - - -ass.,.-..' ~.-.~~s - - - rt 2 4 r ~ ~ ` ? ,r,,,,. ~ ~ARfE$ E~Sli~y UC~OIy f! DARBY AV '~-~g W W ENUE A 5 t ~ l 0 0
.~,.,.,",,,---SF ~ Fa . a . _ " _ -.t ~ N / FROM F G Sf41~ EASEM 4 . ~ a„~~ / / ,,r e 1' t:~'~, ~
r_~ nx,~,~,~"_ _ r Wit, .w _ -~z : TY o .,,,,A,m _ . _ . _ r=.~Ls; ~ ~ ..,1~ 'r?. ~AI~NT) it EXISTING 18"~ SEWER ° ~ ` ' ~ ' s°'' ~ ~
w ~ yr. LINES TO BE CLEANED, e, ~ ~ o
_ _wt~ a _ { fir." I VIDEO TAPE AN sS'
. X K ~ ~_w ti.~i~;': .=`4"~' xs.< x,.a.~~.~-.~.~-,,.~,.,w<,...~..,..~.. ",w..._._. '.~;~e~-~,-. S$ `~k`r •O'"-,~••"""..... S, L~'f(ij~,~ ~.?~t~~:, i 1 i 0 0 0 0 `n REHABILITATED. / z.-
GYPS t } III ~ 7 - ...a.,~_; r...,..,,.... _...-,..a. / ^"L~~;, ~J`' $ ~v ~F,.. ~~Ci i~~~~ v!'~+. ?r* o
NEW MH 37AV-1 , ~ - ~ ~ ~ • ~i~~,'x ~ ~ , f +93.70 _ - ~ d x~~~ h STA. 68 : `~,~?Fi DR~I , r, - w.. "`~`~r'>...;; : ,,~.~-~~.y....-... ~ I ~ y;, i1~ I!~ ap
r'r t ~'1'1°~ rZ- 1"`-^''^;;-`~`:.:`~m,..""",,,,ax. "..~,4,.,,,~-..,,~`~'.. bra f
EXISTING 15 ~ SANITARY r _ x ss ~ s ,
SEWER SHALL BE REMOVED ``~`I m'~1 ,.F ~f~~1 S ~t~p., /may / / V Ls Y ~ ,
AS NECESSARY. REMAINING EXISTING MH #50A6 ,.z '=~~4~'~~'=~.~ EXISTING MH #37AV ~ SEWER SHALL BE ABANDONED (TO BE REPLACED) ^~~y~ ~ ~ , `
(TO BE ABANDONED) iN PLACE. EXISTING MH TOP = 53.40 '
NW 15"INV IN = 47.97 EXISTING NW 18"INV IN = 48.53 12"~.X{~'",rte-:' ! u, `N~'"~' % { = ~~~~~w~`"`^~ _ a
SE 15"INV OUT = 47.90 G"t`~ ~ ;~.c-`..' ~ '„;`°`..i ...`"~..,_"'`~,~.T rw .wM'; EXISTING NE 12"INV IN = 48.74 i i ,.n .'.'.A...b. w'-... `+4epe. ...t~,:.w..:..,.,~y„ M• JW~~^~,.~.~,ii'... FYe'%''
EXISTING SE 15"INV OUT = 48.50 ' E ~ ~ ~4.~, ; CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES EXISTING sE 15"INV our I I I Xl4u '...nun w m.'."+ ..............-nY~~Rmw ~~..L"'".._ ~v.. .ww.Y _ _~~N~.,- _ EXISTING MH 50AA ~?``"gNtl,~,~~~~
FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. INACCESSIBLE Li ~s»_ # CAR y%
ro~ , - : _ ~ TO BE REHABILITAT / ' ~ ,,r, - ar~~ ( ED & RIM RAISED ~ ..;~r M~.°M, ~.Y;~:;,:~...~• NEW RIM - 7 ESSI y..
N.C. ONE CALL C~ EXISTING MH #50AC N -mow ~=,`...w EL-5 .$0 ~q
PH - - -4949 TO BE REMOVED OR EXISTING MH I ONE# 1 800 632 - 100 YR FLOOD EL=57.80 ~ ~ STA. 72+46.52 SEAL EXISTING MH TOP = 54.36 ~ ~ 64$5 2
RE IR A MINIMUM NOTICE OF 48 HOURS. (RAISE RIM) ,lv STA. 72+ 4U ES ABANDONED) MH TOP = 52.95 NEW RIM EL=57.28 W 18°INV IN = 49.12 ;y O~
Nw 1 s"INV IN = 48.30 100 YR FLOOD EL=57.28 EXISTING. 12"~ XISTING 12"~ SEWER LINE sE 1 e"INV OUT = 49.07 's,~ R
EXISTING MH TOP = 55.94 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 SE 15"INV OUT - 48.31 SHALL t,~QT, BE ~'gNEE ;HALL t,~QT, BE INCLUDED IN ~ p ~
CENTRAL DISPATCHER: PHONE [phone] Nw 15"INV IN=48.30(NO FLOW) NE INV IN = 4e.76 CLEANING, VID SW 12"INV OUT - 48.75 LEANING VIDEO TAPING A DOE ~ ND
NE 252-939-3299 sE 1 s'1N~ OUT=48.30(NO FLOW) HOR1Z. 0 20 40 80 REHABILITATION WATER AND SEWER: JOHNNY SKINNER-PHO # f HABILITATION WORK. ~ ~ "''~~tt
ELECTRICAL: FRANK THOMPSON-PHONE# [phone] VERT.
R M NOTICE OF 24 HOURS FOR EACH. 0' 2' 4' EQUIRES A MINIMU SCALE o`-o~-vz
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NW II DATE
NOVEMBER 2001
PROJECT NO
W WWW 40464
FILENAME
+20 69+00 69+80 70+60 71 +40 72+20 7+40 68 73+00 7 6 73+80 74+60 75+40 7 + 4 1 6 20 77+0 0464C O.DWG 0
SHEET NO
~#~W~ 10
WZ~~~ tnwtt<3 ~aaoa DRAWING NO
~s~ s~~ ~
_

0
a 0 ~ 0 0
CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
N O O N FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I I F
N O M O Q N.C. ONE~ALL CENTER I I
Z o PHONE# [phone] r
a REQUIRES A MINIMUM NOTICE OF 48 HOURS. Y
f I U
m CITY OF KINSTON PUBLIC l il'Il> (TIES Z
J \ 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 I I ~ 0
O a CENTRAL DISPATCHER: PHONES 252-939-3282 WATER AND SEWER: JOHNNY SKINNER-PHONE [phone]
EXISTING MH 50S ELECTRICAL: FRANK THOMPSON-PHONE# [phone]
V ° (TO BE REHABILITATED & RIM RAISED) REQUIRES A MINIMUM NOTICE OF W O 24 HOURS FOR EACH. Z O 3
" 4526-13-6266 o ~ ` NEW RIM EL=58.69 ° w
a DIXON VIRGIL H 100 YR FLOOD EL=58.69 N HERRITAGE sT TRACr 1 ~ ~ O 3 acr 1 ~p w ~ ~ _ ~
EXISTING MH TOP = 55.79 ? ~
o ~ NW 18'~INV IN = 49.61 SW B"INV IN = 50.04 Jr ~ tt~ ~ ~
4526-22-1579 ,--Y~ffJOJS---~ ~ ~aC ~ ~ ° cn ~ o ~
w w t0 ` PERRYS INC E 18"INV OUT = 49.46 i ~ ~ ~ o \ i ~ ~ ~ ~ DARBY AVENUE A 1 ~ ~ O cn
o ~ 4 caw-_~...,..~ '~~~.ti~N s:°-
-~~"v~;~a)~~ ~ Z ~ r'~ W Y
- 578 ~ i - l Z 4526-22 2 x~ 1, . U? L~
~ ~ PERRYS INC I,.-r t , , , . t ~ . C.t~,t°. / ~ ~ DARBY AVENUE A 2
O A tt-~ t n' ~ ~ I- _ C9
Q t r.,~ ,*,.r _ _ _ U V
2 ~ - - _ _ y r g F n _
4526-22-3586 / k..,~° SF s--------ss- ---ss--------ss--------ss--------ss--------ss--------ss----- ~ ~ 'k PATRICK GLORIA W ~ / ~ , Y -ss- --ss--------s~=--`-~~--=ss=-------s 1~~ O D
o 1104 DARBY AVENUE / l.._J ~ ......-.~_..._.,.._.._-...._.__..~_.._....,......_..._.,...._..._.._.~__._r......._..._.._...._._..,.-....~~..._..._.._....._._._..,._._......_.._......._,.........._......_ ~ s ss ---ss--------ss------- ss--------ss-------- w W ._...r_._. ....~~.....,_.._..__w..~..._.._W..,,..__.~.._._........ --u~,__._...~_._._..,_...~.. Ul Ul
.___...._.r..__...._. ~ Ul __.._.W..~~..,....__...~.w~,.__,_,,~. w.._..._...._._......_,.._,~._...~_.._.
/ i ~ \ .fir ~il`f k.r ~ .-r ~ ....__~,.~.......u._ - - ~ i ~~~E~i ~~~~14~i~1", °~~.31.~;N ~P~IvF ~~x, m,_...__....~___~._~,_.._._,.. ___,._,w._.~...__m~_ __._._~.._._.,~_._._~~..._.~~_~..._~,_,._.a.._ ~ _ tau>3';J~,~ iJ~ >:;.~~~?i~~ ? ....,~.....~.__..rv._.._,._,..
ca ~ o ` SS / _ _ r O O Z
/ ° ~ 4526-22-4422 / ~ ~ ~ ~
~ ~ MORGAN ROMMIE 0 JR & SYBELEEN \ / ~ ~ O O O O O O O O N N N N
~ ~ 406 DARBY AVENUE a. / 5' j t/ f,i
~ ~ r I O O r- N
~r~ ~~S / s.~ / EXISTING MH ~50V cv a rn I
~ ` / ~ f- " % ~ EXISTING 18 0 SEWER ~ (TO BE REHABILITATED & RIM RAISED a o o
/ ~ y-'~ - LINES TO BE CLEANED, PLACE C c.~+ / ~ ~ LASS I RIP RAP VIDEO TAPED, AND WITH FILTER FABRIC IN NEW RIM EL=59.46 100 YR FL000 EL=59.46
/ ~ ~ ~ = GAF / / y~, - ; REHABILITATED. DITCH FROM TOP OF EXISTING MH TOP = 56.31 = p~ m 3 ~
BANK TO TOE OF BANK NW 18"INV IN = sa15 EXISTING 18"~ SEWER ° o o = r
/ ~ 5k n 1~:3r. / ~ , -p~. (STA. 80+00 TO 80+20 SE 18"INV OUT = 3 50,15 LINE TO BE CLEANED, Z ~ Y 4. a
~ ~ ~ ) / VIDEO TAPED, ANO o o ~ Q ~
~ / s~ % / / ' S 'a`' , ' REHABILITATED.
~ ` >t~ / i ~ ,,,'~~p,nnn~,j~t,,
~ r,.r as ~ 55 ~ ~ CARP ~
} o~ 0 0 ~ssr~,I ti
~ e' ww ~ ~ ~ ~ 9 l •
t$ ~ SEAL ~
PLAN I V EW ~ Z5 o;
~ ~
i~it O W ~ ~
HORIZ. 0' 20' 40' 80' ~''i ~ un?''~
VERT. 0' 2' 4' ' 8 F -o~~oz
SCALE
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DATE
NOVEMBER 2001
PROJECT NO
40464
FILENAME
78+60 79+40 80+20 81 +00 81 +80 82+60 ~ 00 77+80 77+ 83+40 84+20 85+00 85+'80 86+60 40464C11.DWG
SHEET NO
PROFILE VI EW 11
~z~~~ ~d~oo DRAWING NO

-11

s
1 UTIYTY NOTEa o 0 CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
N O O FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I I ~
N h M O Q
O I I ~ N.. ONE CALL CENTER ~ O
V PHONE# [phone]
d REQUIRES AMINIMUM NOTICE OF 48 HOURS. I I = U
W 2 CITY OF KINSTON PUBLICL.ILTIES z
J ~ , a 2360 HIGHWAY 258 S. KINSTON N.C. 28504 i I o
co o ~ EXISTING 15 ss RCP TO BE CENTRAL DISPATCHER: PHONE# [phone] REMOVED AND REPLACED WITH 42
PROPOSED TEMPORARY CONSTRUCTION EASEMENT 4526-13-6266 WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone] LF OF TWO 2 NEW PARALLEL
~ ~ DIXON vIRGIL H ~ FROM PROPOSED NEW SEWER UNE EXISTING MH #50V N HERRIrAC ELECTRICAL: FRANK THOMPSON-PHONES 252-939-3288 12"0 RCPs ~ 0.23% SLOPE.
E sr TR ~ EXISTING MH o ~ ~ ACT 1 S A. 1 +28.67 (ISTING MH 50M REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. ~~A. 1+28.67 CUT AND REPAIR OF EXISTING w
~ d ~ , (TO BE REPLA( 0 BE REPLACED ~ ASPHALT SHALL BE MINIMIZED. 3 -
~~~-~~~3DS CONTRACTOR SHALL PLACE ~ i} ~ EXISTING MH TOP= ~ ~ IsTINC MH ToP=58.63 CUT IE (NORTH)=53.32 a AND REPAIR EXISTING
o ,-..~~~~~~,~;.w._~~ FILTER FABRIC] (MiRAFi 600X ~ ~ N EXfSTING NW 18"IP (STING NW 18"INV IN = 50,79 EXISTING MH #50L HEADWALL TO ACCOMMODAT IE (SOUTH)=53,22 a a _ ~MH TOP = 59.72 E O
N M ~ OR APPROVER EQUAL) A MIN. ExISTINC NE 18"w ISTING NE 18"INV iN - 50.63 S INV IN = 52.40 NEW PARALLEL 12"~ RCPs a N
W W ~ _ • ' ' ' • • • . • OF 10' ON' CH SIDE OFT EXISTING SE 18"IN - - - - - _ , ~ • PIPE CROSSI~tG ON BOTH r~'~ o z ISTING SE 18"INV OUT = 50.88 SE INV OUT = 51.05 OR REMOVE AND REPLACE EXISTING ~ O
~ p - - _ - _ ' , • • • BANKS) ANDS FROM TOP OF MH #61 Y O Ul COMPLETELY. REGRADE AND W Z ~ _
--=e.•_,~t~;;~ .z x - - - - - - = • - BANK TO'TpE OF BANK. • • EXISTING MH 50P STABILIZE BANK OF BRANCH Z o_ ~ ~ (TO BE ABANDONED TO MATCH EXISTING. ~ p ~ z ~
W _ _ _ - yam„ ~ q _ _ ` • CLASS J RIP RAP SHALL BE ~ ~,f U Y MH TOP = 60.02 ~ ~ ~
ss- ------ss----- PLACED'ON ENTIRE FABRIC _ ss _ ....s,,,~~, ~ - f ~ ~ 'ww sCt . . w~ _ - - - - - - - ss - - - - _ "'N` ~ ' 3~3~1~_; ~ ~~~as~.~~E ~a° AREA A MIN. OF 15" THICK. ' :,'ti NW (1'~")INV IN= 51.28 Z
. o , w , - - - SS - _ - - - ~~,..~r~..,,.f'-~ : r1. 3 _ ~fU" il~~ , ~<< ~r ,r~ "iL'C! ~s~.`I'~ NE INV. = 52.09 (ABANDONED V J ~ ~ ~ ~s~.7~r SE (1H")INV OUT= 51.18 ~ ~
---SS . _ _ SS a s.~.~,.. _....W_._-_.,.._~...,_...w....___ _ ~ ~ .w ~ _ ~ _ _ ~"3.t~~ ~ _ ~5g.r,15 NW 15" 1NV. IN= 51.12 ~ C7 - ~ ~ U U
- 3' i ~ p,~F, u I - - - ss r , _.~.w...a,M...._. - - . ~Y: ~ - a - - O O
~_d.-..._~,_....__,__ - Y 4.... _ ..M t I~~~DiTCH`C'ROSSfiNG,. ..,,__,.~..-~-...--.~---.~s~.- `~1 TING 15 0 SANITA Y EXIS R CONTRACTOR SHALL ~ to
o ~..,_......_..,~..~.._.~_...-.SEE...~ONCRETE COLLAR & ~ i - ~ _ _ ~ _ _1Yµ 3 SEWER TO BE CONSTRUCT TEMPORARY °w °w
3 - - 85 53 53 ~ ~ - - - PIPE SUPPORT`i~E~fAIL;;,~.~.__~_...~ ~ ~ ABANDONED IN PLACE GRAVELED CONSTRUCTION > ~ ~
~ ~RA~PING`C-z'~. _ ~ ' ` ~ _ v~~ ~ ~ ~ ~~~r~• ~ ~ . , ENTRANCE~EXIT. SEE DETAIL, ~ ~ d, Kr, IM ia~ ••5~ f 7 fr9
3 ? ~ L~ o ~ , EXISTING MH 5 N ci,.v r~,,° ~>~~,9~;~~~:~c DRAWING C-22. ~ ~ O O
:W~ STA. 91 +81.19 ~ shv ?~",~}l~l ~yl"~~%~`„~ !~j~4i~?"i; ~h,i°~a'.~~i? ~ p r,° . i~#~! Z ~ R~ 1~~~." ~ / ,3E,T; try' i.. ~;N: tv. m
W W ~ TO BE w _ ( REPLACED) ~ . , _..r 0 0 0 0
~ _ a 'W..-. - 180'00'00" ' ~ ~ EXISTING MH TOP-5b.: i 275 28 47 ~ ~ ,,~X~,', i` . ~ d'fFS ~ ~ 1 .w.,....,... _ _
EXISTING NW (18")INV IN = 51.22 c~';b~~~,•„_,,•r"y ~ ~ -,v. - - --a-..M~ F ~ E I i I I - ' ss --'S:~'~ -s-- ~~sS ss -----SS-----4--:. !a?'"-" --SS--------5------------ss-~,-- to t4 I~ op
EXISTING NE 10"INV IN = 51.89 ~ L '~4~ _ ~ ` X'Aa ~1 'A . EXISTING SW 18"INV OUT = 51.22 '~~5y, "1' i O O r' N ;a ~ - I I i i
EXISTING 18 ~ SEWER LINE (NO rax lo) , n ~ ~a l ~ 1 LENOIR MEMORIA ~ ' . 182 48 02 N 1 ~
TO BE CLEANED VIDEO L HosPITAL ADKI ~ , ~ ' N BRANCH i,~~, u.~a-.., . . ~
TAPED, AND REHABILITATED. ~ ,r„ ? 1,;,, ~ 't +J{~~ 4 $ilh~~i f ~ t~ 1 -f'(
~.tis~,+izt~ ~'!F'k: ° ,r. ~.Zu"~P{4+C„ s r. ~ . ~ ~ . ~ . . _ Z t~ m ~
N0~ PROPOSED TEMPORARY CONSTRUCTION EASEMENT ~ ~ ~,;9 1. CONTRACTOR SHALL BYPASS PUMP EXISTING 35' FROM PROPOSED NEW SEWER IJNE 1 ',a ~9 N . ~ N r .r EXISTING 15 0 "'PROPUSED'TEKIIPORRRY CONS11tU~110N ~ A~ M ~ 3 O D = , ESE ENT •c ~
SEWER FLOW TO ALLOW FOR THE iNSTALlATiON n. ~ • ' , ~y ,,a.,~ EXISTING MH 1M 35' FRQM PROPOSED NEW SEWER LINE Z to Y a ~ ~ +2 2 SANITARY SEWER a w= a o
PROPOSED LOCATION OF BORE OF NEW SANITARY SEWER FROM STA. SPOIL r°~ ;t,, TO BE REPLACED , ~ o 0 o Q ~ r,i (TO REMAIN, BE REHABILITATED, 8c RIM RAISED} ~
BORING PIT (APPROX. AREA ' 91 +28.67 TO STA. 98+28.87. BYPASS , ~ ; ~ TIE NEW 18"~ DI SEWER LINES INTO EXISTING MH
PUMPING SHALL CONTINU UNTIL NEW SEWER 20x40) E ~ ~ SILT FENCE (IYP.) ~ ! e,e ~~pw~nrq EXISTING MH TOP=55.08 0' si
IS APPROVED FOR USE AND EXISTING LOCATION OF OLD BURIED ~~s 1 4526-14-0390 J++, ~ ~ARO ~~~~i ~s Nafl ~ EXISI~NG N 10"INV = 50.68 S C AS
MANHOLES HAVE BEEN REHABILITATED. JACK AND BORE 18"~ DIP MH #50R . ~ ~ p HESS! ~Y t ~ N' EXISTING NW 15"INV IN = 50.68 T A H OCIATES Q p~' / ERITAGE COURT • ~ ~ ''9 9 it~~ ~ ` EXISTING SE 15"INV OUT = 50.65 ORS DRIVE ~ ~
INSIDE OF 90 LF ASSUM OF 28 ( ED TO REMAIN) ` 2. EXISTING MH #61 M SHALL HAVE ITS O.D. STEEL CASING WITH 718 DOCT
INVERTS REFORMED TO THE NEW SEWER LINE 0.375 MIN. WA t'• SEAL t. BENCHMARK B c = 6465 z
ll INVERTS A D TH M H L BE PLAN N E H S AL EW THICKNESS SPIKE IN POWER POLE ON WESTERN SIDE OF ~
REHABILITATED. IN THE EVENT THE MH ; HERITAGE STREET NORTH OF ADKIN BRANCH ~ ~GINEE V.•'
1i CANNOT BE REHABILITATED EFFECTIVELY, THE ~ ` ,t,t~ ELEVATION = 62.00 M.S.L. ~ V~
CONTRACTOR SHALL REPLACE THE EXISTING MH HORIZ. 0' 20' ' 40 80 c. ,,Y r~r E w~` ~nm~
WITH A NEW 5'~ STANDARD MH (UPON ' EXISTING MH ;~61N MH TOP=57.99
APPROVAL BY THE ENGINEER). VERT. 0' 2' 4' ' 8 NE 10"INV OUT = 54.36 D `-06"r~~
SCALE
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- DATE
- ~ w w NOVEMBER 2001
PROJECT NO
O O _ - - o x 40464
86+60 87+40 88+20 89+00 89+80 90+60 91 +40 92+20 9 FILENAME
93+00 93+80 94+60 4o464C12.DWG 95+40 96+20
SHEET NO
Wz~~~ 12
NW KQ?~ ~a d00 DRAWING NO

-12

N
1. CONTRACTOR SHALL BYPASS PUMP EXISTING 3. EXISTING MH #61Y SHALL HAVE ITS INVERTS NOTf~ °o °o CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N W
0 " SEWER FLOW TO ALLOW FOR THE INSTALLATION REFORMED TO THE NEW SEWER LINE INVERTS N FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. a a ~
p OF NEW SANITARY SEWER FROM STA. 91+28.67 AND THE MH SHALL BE REHABILITATED, IN THE 0 " TO STA. 98+28.87. BYPASS PUMPING SHALL. EVENT THE MH CAN NOT BE REHABILITATED M O p I I
Z EXISTING MH 1Y CONTINUE UNTIL NEW SEWER IS APPROVED FOR EFFECTIVELY, THE CONTRACTOR SHALL REPLACE N.C. ONE CALL CENTER r o
STA. 96+$ USE AND EXISTING MANHOLES HAVE BEEN THE EXISTING MH WITH A NEW 5 h STANDARD MH 1.63 PHONEu 1-800-632-4949 it Y
' (TO REMAIN, BE REHABILITATED & REHABILITATED. (UPON APPROVAL BY THE ENGINEER). REQUIRES A MINIMUM NOTICE OF 48 HOURS. I I = U
RIM RAISED)
° 2. USE OF A DOGHOUSE TYPE MANHOLE AT J TIE NEW 18"~ DI SEWER LINE5 I STA. 98+23.70 OR STA. 98+28.87 SHALL ~Oj CITY OF K~,~STON P B~LIC, UTILITIES EXISTING MH 60BJ I I ~ 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 (TO BE REHABILITATED & RIM RAISED °
O NTO EXISTING MH, BE ALLOWED. CENTRAL DISPATCHER: PHONE# [phone] NEW RIM EL=60.50
EXISTING MH TOP = 56.28 ii WATER AND SEWER; JOHNNY SKINNER-PHONE# [phone] YR FLOOD EL=60.50
EXISTING NW 15"INV IN = 51.33 EXISTING ~J ° ~ SE 15"INV OUT .51.32 EXISTING MH TOP = 60 ELECTRICAL: FRANK THOMPSON-PHONE# [phone]
~ EXISTING N 6"INV IN = 52.36 REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. NW 15"INV IN = 52.78 w
ExisTlNC NE 8'1NV IN = 52.36 TIE EXISTING 15"~ SEWER SE 15"INV OUT = 52.75 3 W
TO NEW 5'~ MANHOLE EXISTING MH UNAME MH UNAMED EXISTING MH ~60BK - ~
EXISTING MH 61V TO BE REHABILITATE ~ ~ ~ TO ~ REHABILITATED ( BE REHABILITATED & RIM RAISED) & RIM RAISED) ~ ~
N M ~ EXISTING MH 61W NEW RIM EL=60.37 # (TO BE REHABILITATED & RIM RAISED) M EL=60.37 NEW RIM EL=60.50 o N _ 100 YR FLOOD EL=60.50 0 z
o W ~ NEW MH 61V-1 TO BE REHABILITATED & RIM RAISED NEW RIM EL=60.27 100 YR FLOOD EL=1 ~ Z ( ) FLOOD EL-60.37 W ~ z o MH TOP = 57.62 EXISTING MH TOP = 60.13 Z O ~
~ - 100 YR FLOOD EL=60.27 ExISTING MH ToP = 57.E ~ ~ STA. 98+28.87 NEW RIM. EL-60.27 VIN = 52.74 NW 15"INV IN = 53.17 ~ • Z ~
~ ~ ' 100 YR FLOOD EL=60.27 EXISTING MH TOP = 58.89 NW 15"INV IN = 52.74 SILT FENCE (TYP.) N (5.71 L OFFSET) NE 6"INV IN = 53.ss EXISTING MH TOP = 58.33 NW 15"INV IN = 51.92 - N INV IN = 54.24 ~ Z W IN 53.69 NE 6°1NV IN = 54.21 U Y ~
SE 15"INV OUT = 52.83 w NW 15"1NV IN = 51.93 SE 15"INV OUT = 51.92 V OUT = 52.83 E 6"INV - + W IN - 54.43 ~ ~ ~ W
NEW MH 61W-1 ~ ~ Ol SE 15"INV OUT = 51.91 SE 15"INV OUT = 53.13 4 0 ~ O
~ STA. 98+23.70 o- - ~ ~ - - - - - - - - - - - U -
U U U
" N PLACE CLASS I RIP RAP WITH f.
a.3 EXISTING 15"~ SANITARY r,, FILTER FABRIC IN DITCH FROM N ~ ~ TOP OF BANK TO TOE OF BANK © o
~ ;~I.w: SEWER TO BE 3 p ,`r (STA. 104+75 TO 104+90) >
~ ABANDONED IN PLACE 3 , J s.. , ~'?I~+i ,,~rv';~E+i~s!~ {,~fi~~ i l-' ~1 r~l•'~,~; vii vii
3 ~ ~"y < rt ^r~ TVI.d (~3i t Edl 4 i t ~ .
.w. a ~ 69&4 ~ v.._.,._.,,_,,, w .v.... _ 64~ .m> _...,.,..d....,......... _.......z.....,.»....«.- Ikr~°,{nr F' !i-, fit, ".r' f^
~ 180 3 21 , _ 134 44 29 E~.. ~,.~._~:._w.....~...w.~___:._,_~.,.M..~..~..__.~., 1 ~ O 11 • r r r
69 p# --------ss-----~=~.-~j~~`r ;:~ek; ss----- s{~; -s- ss ss ss --ss------ss------ss------ss- F 5 O O O iJ i"Vi -----SS------SS------SS------SS------SS------SS--.----,SS--' CJS SS SS-- SS'----- SS------
x464 ~ S9 SS --~C,--SS- --~`i~ SS------SS------55------SS `-----SS--- -p -$S- ---SS------SS J ------ss------ss------ss------ss------ss ss--- ~---ss- - ss---- ss--------ss--------ss- l i I
~e _ ^ I raw O O ~ 00
I x' • _ - •134455 -t ` , , ...b.~..~.. f °`i 36,3` 2~n~'CF w/~ ,r~ v, ~"°~'t I\ f I I I N ~ \ N N C1 ~
I ~ ~ ,a..sJ~ ~ ~ ~ i ~ f,..~.,1 ~ i i \ 0 0 0 I v
i I ss
~ I (J
• "PROPd5E0 1EpIPOR CONSThUC N •EA~MENT EXISTING 15 ~ 35 FROM P POSED NEW R LINE 1 I p m m 3 ~
SANITARY SEWER TO ~ ~
BE REPLACED ~ it Z U) Y ~ a~ ~ W 2 n, U
EXISTING MH ~t61A 4526-14-03 " ~ 90 EXISTING 15 ~ RCP TO BE REMOVED AND i~ ~ ~ U Q
(TO BE REHABILITATED & RIM RAISED) s c AssoclArEs 4526-14-0390 REPLACED WITH 48 LF OF NEW 12"~ RCP _ 71a oocroRS oRiv X390 EXISTING 15"~ SEWER LINES arES EXISTING 15 ~ SEWER LINES oRivE TO BE CLEANED, VIDEO TAPED, TO BE CLEANED, VIDEO TAPED,
NEW RIM EL-60.27 E S C ASSOCIATES ®0.229 SLOPE r~A HERITAGE couRT _ 100 YR FLOOD EL=60.27 AND REHABILITATED AND REHABILITATED ~A ~'''a,
IE (NORTH)-54.08 ExISTIN r = 0 0 71$ DOCTORS DRIVE G MH OP 57.10 o ~N R4 Z ~
w w IE (SOUTH)=53.97 Nw 15"INV IN = 51.x1 ~ 9 l •
NE 8"INV IN = 52.34 ~ ~ X11 I,; SE 15"INV OUT = 51.91
SEAL = 6485 Z e
PLAN V tEW o R ~
CUT AND REPAIR EXISTING HEADWALL ~
TO ACCOMMODATE NEW 12"~ RCP OR EXISTING 15"~ SEWER LINES TO BE CLEANED VIDEO TAPED REMOVE AND REPLACE COMPLETELY. HORIZ. 0 20 40 80 0 V~~ .
REGRADE AND STABILIZE BANK OF AND REHABILITATED ~
BRANCH TO MATCH EXISTING. VERT. 0' 2' 4' ' F
8 SCALE D6-D6-Dz
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DATE
- WW ~ w ~ v - > NOVEMBER 2001
O X -O -O PROJECT NO
40464
96+20 97+00 97+80 98+fi0 99+40 100+20 101 +00 101 +80 1 36 FILENAME 102+60 103+40 104+20
105+00 105+80 40464C13.DWG
SHEET NO
PROFILE VI EW wz~rW-~ u~w~¢3 13
~aaoo # DRAWING NO
C•1 3
_

N M
N O O O N N w
O N 1 CONTRACTOR SHALL BYPASS PUMP EXISTING 2. EXISTING MH #60BG AND MH #60BE I I a:EWER FLOW TO ALLOW FOR THE INSTALLATION SHALL HAVE THEIR INVERTS REFORMED TO THE M o Q
PLACE CLASS I RIP RAP WITH FILTER t~F NEW SANITARY SEWER FROM STA. NEWS I I ~ EWER LINE fNVERTS AND THE MHS ~ o
FABRIC ALONG BRANCH FROM TOP z 110+54.00 TO STA. 111+16.02, BYPASS SHALL BE REHABILITATED. IN THE EVENT A ~
PLACE CLASS i RIP RAP WITH OF BANK TO TOE OF BANK STA. i 09+70 TO 110+85 EXISTING MH ~60BG I'UMPING SHALL CONTINUE UNTIL NEW SEWER MH CANNOT BE REHABILITATED EFFECTIVELY, Y
FILTER FABRIC IN DITCH FROM ( ) 0 ' STA. 110+54.00 TOP OF BANK TO TOE OF BANK IS APPROVED FOR USE AND EXISTING THE CONTRACTOR I i z SHALL REPLACE THE U
N (INVERTS SHALL BE REFORMED, MH J Q (STA. 108+20 TO 108+50) MANHOLES HAVE BEEN REHABILITATED. EXISTING MH WITH A NEW 5'~ STANDARD MH z
EXISTING MH #60BJ 2 p REHABILITATED, & RIM RAISED) UPON APPROVAL BY i i v ( THE ENGINEER).
o ' EXISTING MH TOP = 59.19 EXISTING NW 15" INV IN = 53.80
EXISTING SW 10" INV IN = 54.47 a
~ ~ EXISTING SE 15" INU OUT = 53.74
© 4.v Q _ i~3~ ~ t'om` ti~ PLACE CLASS I RIP RAP WITH FILTER W 3
Z w FABRIC ALONG BRANCH FROM TOP 3 p ~ w F BANK TO TOE OF BANK - ~
STA. 112+35 TO 113+7 ~
( 0} ~ ~ ~o
U "ti W W ~ ; Cl ~ 6 o z
~ ~ ~ , ~ ~.z°-
r : ~,d, o EXISTING MH ~606D ~ °
1 _ ' ~ - r. r K~....._ - EXISTING MH (TO BE REHABILITATED ~ v
1 ~tM A. +1 MH = r / - EXISTING MH #60BE roP s1,9~ ~ w Y STA. 111+16.02 W 15"INV IN = 54.24 N ~
~ - ~ ss - ~ - ~ i.~ ss _ ~ ss - ~a,.. SE 15"1NV OUT = 54.24 O {INVERTS SHALL BE REFORMED, MH ~
Rh'f' r " 5 a- S ~ ~ EXISTING MH #60BC - ~ REHABILITATED, & RIM RAISED) ~ ~ _
i v ~ \ ss - E ~ r XI IN MH TO ._.....w - - - ss ._.,,,,.y ~ ' ~sf. _ _ , ~ _ _ S _ _ _ (TO BE REHABILITATED) - " EXISTING MH TOP - 60.21 y U U
v _ S _ _ i~~ 1~ - 1, - ...e , ~ / - --5 ~ o / ~ --SS-_ s~'-- ~ ,w ~ e ti EXISTING NW 15 _ MH TOP = 61,68 r f :'iJ~ ,rr...... ~ - ss~ EXISTING NW 15° INV IN - 53.88 W 15"INV IN = 54.27 iw~'-~'%~ ~ O O
i - w.,._.._..., ~ ~ ----s -ss- t~~i\~,~~ ~ ! r~• ~ a EXISTING SE 15,E . Y ~ a - _ 180'16 24 _ _ _ ~ - ' EXISTING SE 15" INV OUT = 53.78 i ' ~ F' SE 15"INV OUT = 54.21 - ~ , ,r , SS'
- S~ 3 \ SILT FENCE TYP1 _ ~ ~'s" ~ w w
v...,,__ ~m~.- ' ~ r.... - i. ' - ss l _ w .,m,..... ~ to
- - ~-s s - - - SS , _ I~
o o ' w~,~ - - 171 16 35 ~ ~ ~ 1~ O . i , S~J ~ O
o = ~ ~ ~s,~ ' ~ ss _ _ S818 ~ n
i~ , S~, -SS- ~ ~ ,~kr~fJ~c ~ SS - .
H~ ~b~.£,J-,1' tai ~ SS---- ---SS---- • I ',Kw~r~'~ N N N N I I I (
EXISTING 15"~b SEWER ~~.H,.,, , r` EXISTING MH #60BH _ i ryl; s~„~ (TO BE REHABILITATED & RIM RAISED} ~ , _ ~ ~ to f~ - - - - - PLACE CLASS I RIP RAP o o ~ N
LINES TO BE CLEANED ~ " ~ ` . ~ EASEMENT ~ ~ i I I ROPOSED TEMPORARY CONSTRUCTION WITH FILTER FABRIC IN N N ~ I
TAPED AND NEW RIM EL=60.68 ~ - • - PROPOSED TEMPO EXISTING MH #60BK VIDEO r 35 FROM P REHABILITATED. 100 YR FLOOD EL=60.68 I 35' FROM PROPOSED NEW SEWER LINE ? DITCH FROM TOP OF BANK o 0 0
EXISTING MH TOP = 59.17 a {WIDTH VARIES Ffi MDTH VARIES FROM EXISTING UTILITY EASEMENT) ` TO TOE OF BANK r c;; EXISTING 15 0 SEWER T
NW 15 INV IN - 53.75 ~ r... - NE INV IN - 54.07 ~m ~~k~. ~1 (S A. 115+30 TO 115+55) ~ LINES TO BE CLEANED, ~
4526-05-5161 SE 15"INV OUT = 53.66 .s EXISTING MH #606 VIDEO TAPE = m m 3 ~ NG MH #60BF r: D, AND o w w
5 c assoclArES I ~ TO BE REHABILITA ~ REHABILITATED. 3 a o = ~ ~ IE REHABILITATED & RIM RAISED) .a
$Q8 ( oocroRS DRIVE ~ NEW RIM EL=60.71 tITILtT1f NOTE: RIM EL=60.70 ~ w i D" o
CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES ,l 100 YR FLOOD EL t'` , - O ~ U Q V R FLOOD EL-60.70
FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. 4526.09-p5-516 ' EXISTING MH TOP = 61 S C ASSOC(ATF 1 NW 15°INV IN = 53.67 IG MH TOP = 60.10 '1NV IN = 53.67
S SE 15"INV OUT = 53,8 N.C. ONE CALL CENTER INV OUT = 53,81 ' ~~~+'"11O1j"~~q~~
og PHONE# [phone] o~' N CARP ~
~W REQUIRES A MINIMUM NOTICE OF 48 HOURS. EXISTING 15 ~ SEWER o ~ESS~ y J 9 ~ ~
LINE TO BE CLEANED, 26-p5-3338 RTALS g, 45 p JOSEQH E RIVE SEAL er
VIDEO TAPED, AND CITY OF KINST~N PUBLIC UTILITIES cK~E
2360 HIGHWAY 258 S. KINSTON, N.C. 28504 I REHABILITATED. sNA P H VI TOR DOC SNACKLEFOR VE & ~yNN p ; = 6485 Z DOCTORS DRI . ~ O ~.1J GJ
CENTRAL DISPATCHER: PHONE# [phone] i 0 v,~~
WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone] ~ , DOE ~
ELECTRICAL: FRANK THOMPSON-PHONE# [phone] HORIZ. 0 2b 40 80 ~ ~q n upp~
REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. VERT. 0' 2' 4' ' F
8 SCALE 6-060 0 ,Z
c~ w

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- U~ ~
~ ~
X X • a
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J
DATE
NOVEMBER 2001
~ N ~ W X X X PROJECT NO
40464
105+80 106+60 107+40 108+20 109+00 109+80 110+60 111+40 112 FILENAME 112+20 113+00 11
3+80 114+6 40464C14.OWG 0 115+40
SHEET NO
PROFILE VI _ EW ~~~w~ wzWrc~ mw~a3 14
~aaoo , DRAWING NO
C-14
_

O O
N CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
O O N FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I ( ~
N O ~ o 0
Z N.C. ONE CALL CENTER ! o PHONE# [phone] r
V N REQUIRES AMINIMUM NOTICE OF 48 HOURS. i ~ _
O U
EXISTING MH ~60BA {TO BE REHABILITATED) CITY OF KINSTON Ir UTILITIES z
MH TOP = 63.08 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 I I ~ PIACE CLASS I RIP RAP WITH °
o NW 15°INV 1N = 55.71 a E 15"INV OUT = 55.68 CENTRAL DISPATCHER: PHONE# [phone] FILTER FABRIC ALONG BRANCH AND
u IN DITCH FROM TOP OF BANK TO WATER AND SEWER: JOHNNY SKINNER-PHONES 252-939-3299
0 u TOE OF BANK ELECTRICAL: FRANK THOMPSON-PHONE# [phone]
0 STA. 119+95 TO 122+90 REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. ~ ~ ) w
a W w
z
o ~ ~ ui 1i ;~t ~ ~
W ~ ~ 7 ~ R --"r'...~~ ~'~"~r. + O z
~-Z~
~ ~ ~ • ~ t `~s~ ~ ~ _ ~ Zocn
~ o~~
~ ,m P§,,4a~i U Y t ~~'+tr f~ w ,.,w, i.~3~ fa . ..._Y 'fe'y L;`f ~ ~.1.
...v.. rt,...._ e~~~~ ~ ~'~'4d;'r ~ 0
~r ~,~iW ~ ~ ~ ~
EXISTING MH #SOBC Q , . k ~ _ - - - _ U U
~ " - mss,, _ , - r 'fir ~ ~ ` ~ 7r r~< f y "'~y„ ; s _ ~ T.~s . ~w"{`fir K~p.~ni~ n . O O
Y / - ~ Yi S'~ t i k 1,~~~,; ~ SS , , ~ ~ti W w
~ ~ ~ ti~ 4e ` Ss _ ~ UI UI
c ~~s - SS _ ~ ~ ' ~ ~Y=.:y _r:_
~ " S to ~ ° -;t~~.,., ~ ~ _ S ~ ~ '
0 o ~ =c~ ~ , " , ss EXISTING MH ~(608B r~,. ~55~ 1f rp~q~,~~s14 , ~ . _ Vim. z
w w ~,...w.,. i.t~`~' ~'i T ~ E - , s - (0 B E REHABILITATED) ~ ~ ' O O O O
! ~ ss J PLACE CLASS I RIP RAP WITH MH TOP = 62.66 ~~~l~,~~ N N N N
ss-~ NW 15"INV IN = 55.64 _ ss - ~ - , FILTER FABRIC IN DITCH E 15°INV DUT = 55.73 y" o o r ao
~ (SEE DRAWING C-14) N
ss", 1'~~s~ _ ~ s 1 N N 0) ( j O O O
s~~r~RaS~'31~ SHAC 4526`06-64 KIE~pRD FRA 83 .
i~"`~~;;"~ EXISTING 15"~ SEWER LINES NCES SR l5)8 R ETALS nn to
6483 1A~S TO BE CLEANED VIDEO TAPED 4526_06 NC~S R 0 FRR AND REHABILITATED. =mm3 ~r.:< °ww~ La
CK~EFOR SR 158 ~ 3 O ° 2 Q,~
SHP ~ W = a
° ° U Q
EXISTING MH #606D EXISTING 15"~ SEWER LINES
TO BE CLEANED, VIDEO TAPED, `1,111111111+,,,,~
~m AND REHABILITATED. ~,.~?.~H CARO ~ ~
00 ~W WW ~ ~~a'~ 2''• ''9
~ l y w ~
SEAL = ~
I 6465 Z e a
PLAN VIEW ~
HORIZ. 0' 20' 40' 80' / / Illttjl
F
VERT. 0' 2' 4' ' 8 p -v6-oz
SCALE

mn 0o V
U Z
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Q
W
68 8

00
WW Z
64 64
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DATE
NOVEMBER 2001
PROJECT NO
4 40464
115+40 116+20 117+00 117+80 118+60 119+40 120+20 121 +00 12 4 FILENAME 121 +80 122+60 123+40
124+20 125-1-00 40464C15.DWG
SHEET NO
PR F1L Vi Wz~~~ 15
v~w~a3 ~aaoo DRAWING NO

C-15
_

a
~~~.e~`,dd7 ;~y
UTILITY NOTlsi °o °o N N
o N ~ 1, CONTRACTOR SHALL BYPASS PUMP EXISTING CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES I i w
p ,i\ ~ SEWER FLO ~ ~ SEWER FLOW TO ALLOW FOR THE INSTALLATION FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. ° N Q
~ OF NEW SA ~ ~ ~ ~ TO STA. 1., OF NEW SANITARY M STA. 127+02. M o ° SEWER FRO 30 I TO STA. 131 +80.33, BYPASS PUMPING SHALL N.C. ONE CALL CENTER °
a Fs`~ CONTINUE CONTINUE UNTIL NEW SEWER IS APPROVED FOR PHONE# [phone] Y
~ ss 1 ~ ~ Q' EXISTING MH USE AND E F~ ~ , ~ \ 59CJ USE AND EXISTING MANHOLES HAVE BEEN REQUIRES A MINIMUM NOTICE OF 48 HOURS. I I = U
a 9~ ~ ~ STA. 127+02.30 REHABILITAT REHABILITATED. Z
s \ ~ ~ ~ ~ \ INVERTS SHALL BE REFORM ~ ( ED CITY OF ~ Nl STON PUBLIC UTILITIES i I o
~ o ~ta~~ AND MH REHABILITATED 2. USE 01 X~ ~ 2. USE OF A DOGHOUSE TYPE MANHOLE AT 2360 HIGHWAY 258 S. KINSTON, N,C. 28504
STA. 131 +f i\ ~ i~ ~ _ ~ ~ MH TOP - 63.94 STA. 131+80.33 SHALL NQT BE ALLOWED. CENTRAL DISPATCHER: PHONE [phone]
EXISTING W 15" INV IN 56.29 _ WATER AND SEWER: JOHNNY SKINNER-PHONES 252-939-3299 3, EXISTING MH #59CJ AND MH ~59C1 SHALL ELECTRICAL: FRANK THOMPSON-PHONE -
~ EXISTING SE 15" 1NV OUT - 56.20 N o HAVE THEIR # 252 939-3288 HAVE THEIR INVERTS REFORMED TO THE NEW REQUIRES A MINIMUM w
a ~S ~ ~ ' \ ~ ~ SEWER LINE , NOTICE OF 24 HOURS FOR EACH. SEWER LINE INVERTS AND EACH MH SHALL BE ~ -
~ EXISTING MH 59CK REHABILITAT w REHABILITATED. IN THE EVENT A MH CANNOT BE - ~
,M~. TO BE REHABILITATED REHABILITAT ( ) PLACE CLASS I RIP RAP ~ REHABILITATED EFFECTIVELY, THE CONTRACTOR ~ ~
~ ~ SHALL KEPI ~ ~ ~ ~ MH TOP = 64.18 , SHALL REP H WITH WITH FILTER FABRIC ALONG LACE THE EXISTING M ANEW BRANCH FROM ~ ~ TOP OF ~ z
~ w 15" INV IN = 5x.39 5 STANDA 5(~ STANDARD MH (UPON APPROVAL BY THE BANK T T ~ 0 OE OF BANK w z o
't, ~ E 15" INV our = 56.29 ENGINEER . ~ ~ ) ENGINEER). STA. o ~ ( 133+70 TO 134+60) Z ~ _
;~a`` PLACE CLASS I RIP RAP N w
z ~s WITH FILTER FABRIC ALONG I- ? ~ tU Y
W s ` BRANCH FROM TOP OF EXISTING 15"0 SEWER LINES ~ w
~ \ PLACE CLA o v~.,.~ ~ ~ ,s BANK TO TOE OF BANK WITH FILTE ~ PLACE CLASS I RIP RAP TO BE CLEANED VIDEO ~ ° WITH FILTER FABR?C ALONG TAPED, ANO REHABILITATED. W ~ ~
o \ ~ ; ~ t~•; (STA. 127+20 TO 129+00) BRANCH AP BRANCH AND IN DITCHES Z ~ U
\ ~ ~ ~ ~ i ~ FROM TOP FROM TOP OF BANK TO TOE 3
r~ ~ N OF BANK ~ f s~, OF BANK EXISTING MH #59CE o 0
,;~~;~~~y ~ EXISTING MH 59CI (STA. 130 o a', ~ (STA. 130+00 TO 132+40) o 0
~ -s~' ~ ~ STA. 128+30.33 t3f H N N
~ ~ (INVERTS SHALL B E REFORMED NEW MH 59C1-1 ~ ~ N N
' • ~ AND MH RE I NEW MH ~ 3 , HAB LITATED) MH TOP = 63.83 $TA. 131 EXISTING MH 9 #5 CG ;,q~, STA. 131 +80.33 ~ o
o \ ~ SILT FENCE (TYP) s F EXISTING W 15" INV IN = 56.23 (TO BE REHABILITATED) ,r~~=,.~ ~ o z Y'l~ MH TOP = 66.50 rr,,',. '
w w \ ~ V`~ 140 41 8 EXISTING E 15" INV OUT - 56.2~i \ \ \ INV JN = 57.05 ~ ~ ~ ~ ~
E9 #3 v°°^,~ ~ 3t i~P%i{~; %)r\f~?~I (~`w~ E}~1 i'((''ii.1{ ~ INV IN = 57.88 ~ ~ INU OUT = 57.05 ~ N N N N
\ ' \ r. ~ M ~5~~' ;s ~ ~ I I i :;tom i ~ ~ r ~
''/,ss O O ~ N
~ - 167 2419 \ rj^~'`r~-. _ _r~._..-.._....-_.._.~_^..._~._._,. _ 180'00'00 180 00 00 1 ~ ~ ~ ~ -w t~` 0 0 0
PLACE CLASS I RIP RAP ~ ~ F WITH FILTER FABRIC ALONG _.~...m.-~ /_.J' _ _ _,..__~...,...T......~~...,...m.~..~.,_.~ ~ , ~ /
BRANCH FROM TOP OF . ~ _ r / ~ss,, SS---- --SS-- -----SS-----'.--- ' i l~
~ _ ~.~5-- ---ss--------ss-- ss---- ss--- - BANK TO TOE OF BANK • ~ _ ~ - _ _ _ ,~,,._..,;_,.,,-,,T~. ss ~,~;~~-----ss--------lss-- ----ass-- ss=-= - --ss-==- ---ss----- -=ss ---ss- - = _ ~ = m m
(STA. 126+10 TO 126+70) ~ ~ ,w~, ~ a _ ~-~.r,.~ ,
'C ~ - , : ~ ~ ~ ~ f?R QSED- T€MRORAI~F:6flNST6UCTI0N EA EM N1' ~ _ ~ w =
~ ~ ~~tr°-- • ; • , . , ~ ~15 FRpN EXISTING IiTILITI" EAS~ENfi ; , f ° ° U Q U
EXISTING 15 ~ SEWER LINES / EXISTING MH #59CH ~ - - - " " - - ' - - - - - - , , • . , ~ EXISTING MH `,.rt. , , , #59CE
TO BE CLEANED, VIDEO PROPOSED TEMPORARY CONSTRUCTION EASEMENT ~ I (TO B E I~EH'AB~6.LTATED) ~ . _ , TAPED, AND REHABILITATED. _ ~ - - • • - 35 FROM PROPOSED NEW SEWER UNE • ~ s
MH TOP = 64.10 (WIDTH VARIES FROM EXISTING UTILITY EASEMENT) °~~..~}s'w;,'- ' ' ' ' ' • ~ CARP ~
W 15" INV IN = 56.30 ° w / E 15" INV OUT = 56.42 ~ ~ ~ ~rj ,f rj • l , . p~
~ ~ 9. ~ fl~itd~w~.~~ ~ ~G GG I ` ~ ~ ~I ~ ror~. j` ~ , ,h2~1 GG ..8632 ,Z1gg GO %
/ ' ~s~4~~s~.~~ ~6,a6 ~P~T~ 4y~6 DER RE ~ 1s ti6,a6 REa~~ SEAL ~ 1• ~5 DER R g 1g ~P~ GPO q5 ti~ER B 1~ %I 6485 Z'
_g6-3784 PLAN VIEIAI _ a4 • VE wPU ROPG PGO~E MPN R 1.E WP ROPG T O 00 N I 11.E 00 PN
4516 FRANCES R 3 ORD 4516_96 RANGES R I P MP N P M ~S R ~11,U N11,U ~ ~ ~ • •
HACKLEFORD F R SHACKLEF 1578 TR 5 5 SR S SR 1578 1
HORIZ. 0' 20' 40' 80' e,
VERT. 0' 2' 4' ' 8
scaLE ~G-~6~o~
~a
a~
00 76 N ~N o~
Ww U ~Q V =
I~ r c~ rn ~
w
CG
t
68

00
WW Z
64 64
- J Z
Q Q w0
H v~~ ~W
~Q J z - J
o- J w
~ Z=m O
pU4
I- z = W tn¢w ~
zoo: ~
~ - - - - (REMOVE EXISTING SEWER Y m ~ OC t- Z
,~zz d
» ~-w Y~ Z
~N~ 000 o W w ~
U
v~ a ~ w~ _
r » rl w ~
01 ~ N r- r
t0 N c4 O
w
00~ OII~ °p~t
~ g ~J J~ o ~
~hJ~pp~ GATE
NOVEMBER 2001
w PROJECT NO
4 w~ wz w.-zz 40464 r
125+00 125+80 126+60 127+40 128+20 129+00 129+80 - - 44 FILENAME
130+60 131 131 +40 132+20 13 3+00 133+80 40464C16.DWG 134+fi0
SHEET NO
PROFILE ~ Ew wz~~~ 16
~W~Q3 ~aaoo DRAWING NO

C-16

M
MM RENAtILJTA'1'ION NOT1~ tITILIT1f NOTEe o 0
EXISTING MH 59CE, MH 59CE, ~ # CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
" AND MH ~59CB SHALL NQZ BE 0 " INCLUDED IN REHABILITATION WORK. FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING, t t ~ M O Q
0 I I ~ N.C. ONE CALL CENTER r o
Z PHONE# [phone]
EXISTING 15~~ SEWER REQUIRES A MINIMUM NOTICE OF 48 HOURS. ~ t =
' LINES TO BE CLEANED, PLACE CLASS I RIP RAP WITH EXISTING 15"0 SEWER U
y VIDEO TAPED, AND FILTER FABRIC ALONG BRANCH LINES TO BE CLEANED, Z Q z
J REHABILITATED. FROM TOP OF BANK TO TOE VIDEO TAPED, AND 2360 HIGHWAY 258 S. I ~ O ~ t I ~ K NSTON, N.C. 28504 ~ o N
OF BANK REHABILITATED. 1 4+60 TO 138 (STA. 3 +80) CENTRAL DISPATCHER: PHONE# [phone] ~
\ PLACE CLASS I F WATER AND SEWER: JOHNNY SKINNER-PHONE [phone] ~ ~E CLASS I RIP RAP WITH N
o EXISTING MH #59CG N ~ FILTER FABRIC Al ELECTRICAL: FRANK THOMPSON-PHONE [phone]$8 4 r, .R FABRIC ALONG BRANCH ; , ~
a ~ ExISTINC FROM TOP OF B~ N TOP OF BANK TO TOE REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. ~ ~ ~ ~ ~ , 3 ,t~~~:~~z.~2~ Y~,~, W
~ T~.. ~ MH #59CE u OF BANK SS'`~., MH roP = 6x.24 EXISTING MH #59CG EXISTING 12 ~ SEWER SANK ~ ~ ~ 3 ~ r~ x~1~~~ W
Ss w INV IN = 57.6s TO BE REHABILITATE IN TO BE (STA, 140+20 TC ( D) L ES CLEANED, 140+20 TO 140+70) r,~,,~~~~,. - ~ ~ ~z ~ ~
~ N INV IN = 57.63 MH TOP = 66,05 VIDEO TAPED, AND ~ r;r ~ o F~r,~~l~a~ a~. ~ W ~
N M ~ ~ E INV ouT = 57,59 w INV N = 57.x9 REHABILITATED. ~ ~ N INVOUT= 59.0 V 0 (0 i RFLOw)
~ ~ "o ~ ' ~~t°`=. E INV OUT = 57.77 EXISTING MH 59CA ~ ~ z p r , ~ ~ r. - ~r,-t:~Sj~r;?itS:i~l ,~i.t i~ ~vr _ O N
~ ~ ~ EXISTING MH #59CD TO BE REHABILITATED1 ~ s~~.~w.. ~ - - B:~,~n~,~, - Z ~ r rye, e_ ~ . / ~ U~' ~ ~"""'i'r~ MH TOP = 68.34 ~nCiPt r~~ t i a _T, Q ~
.~~,'~c,~~-,, TO BE R HA ILITAT ExisTiNc c~ ( E B ED) ` s Z h- 0. INV IN = 58.22 ~ ~ - - r c,....._...-
z ~ ,F ~ "v MH TOP = 65.81 MH #59CB w ~ ~ F ~ ~ ~1~.~;n~ MH TOP = 66.74 INV IN = 61.20 w ~f'` -~s~ss ~-1,-ss- t~.Eia.~ p ~ W INV OUT = 58.35 _ss---+ l.M.,. 3si",~-.+.- ~ U1 l~.
~~A q ~n,~~~,;,~~, ,y¢ . INV IN = 59.05 ~ "7F' M ASS k ~ ~ ~:,~t, : . > c _ INV IN = 57,95 ~ - INV OUT - 58.82 -
° ~ HP ~ z~~tvla) INV OUT = 57.96 o ~ ~ ~ ~ M.. ss t __.__w -
v `3 ~ ~ 24~ , ' ~ ~ e i~ \ t
a REgL ~ ~ ' .1 ~J ~ - _ _ _ {SOT"('t?~~ f~.~ , . -_'ss- - = ss- - ~ ~ , - EASEMENT O O
F,~- ARY CONS ~MENT 4~ _ _ss t 1,, ~ ~p TEMP4R U11U EA D O
I~F~ Q . ' l „~Y F ~ . ~ ~ / Y ~°l h.~ A:.-I 11~i~,i~~ ~ i~ t 3 ~ t'`+ '-SS-__ `!'~a~', i~at}~,~v.~4~ l., yASS' .F ` =ss~;....~s< - pROPO QM EXISTING ~ ~
' ~'~"'1, o'er ' SS i ~ ~ ~ ~
1 - t,~ ~ 4516-75-3
tQ o p 4g~ pr' ~ fir, c;,.ti ~ ~ ~ ~ It~ \ ~ ~ 00( sag ~ t' r"*. i ~ i ~ _ ss - i s ~s t h~ ~ ~~r~~ ~3L£Y~ ERVIN JAMES E & p
o ~ SAC P 6214 twr Y" ~ , , ~ ~ NIL ER 9 a''-~,,1~'_`~ ~ _ ~ I ~ ~ 2501 BROOKHA Z r ~
i ~ °o °o °o °o
cam 8 1j # 'T..,~,,~at`~k-y,..~a.,~;.~r""'~.~>'~., ~,`~ti.!~'`°~~ ~ , ' j ~ , , ~ _ r , ' ~ 2~'~~P'._.w j ~ 0 ~ N N N N 4516 75 463 E M I 1 1 I
- , ~ . ' ' w ~w-~7.r,'' v - ' ~ ~ ~ ~ ~ ~~~w~7a, 4516-75-5646 SMITH JAMES A & CHARLOTT ~ ~ ~ r ~ i~~='~g,q± 2503 BROOKHAVEN DR N
JOHNSON HENRY HARRIS I ~ 5 BROOKHAVEN DR N N rn ~
Main •4 ~ ~ °'i%~i' A ..W."'"' , _ 41. A G~a,if1 , 4516-75-6734 250 O p p STYLES JOSEPH & DEBRA
4516-86-0075 ~ ~ , I ~ POOLE WALTER REALTY CO k, ~`i.N`J~:^, ~ , ' 2601 BROOKHAVEN DRIVE /
~ X ROAD 6 13 ~ ~',u;~_i~N,~.~, EXISTING FAIRFA ,hr<~ / u~ ~ ~ o~ I =mm3
MH ~59CF ~ I:~ 4516-75-8953 ~ ~ WALTER REALTY CO MH TOP = 66.18 ~ I' , POOLE
S INV OUT = 57.68 ~ FAIRFAX ROAD B 12 ~ I, ~
W INV IN = 57.69 ~ 4516-75-67 / STUART J ~ 4516-75-6876 Z (q Y a ~ ART J & DE80RAH B ~ W = p. o ION STU p p U Q V
E INV OUT = 57.57 JOHNSON t 2603 BROOKHA 2603 BROOKHAVEN DR
~ .jA
,,,,un~m~q~,I / r~. ,v~a'~ CAR '~i
0 0 p
LL ~ ~ ~ ~ ~ ~,1.. ~ ~ 9 .
~e ss t SEAL ~
r~= \ \ ~W~ ~ z 6485 z r
PLAN VIEW r~~ I~ 0 ~I ~
~``r,~ - ! ~ ~ / 1 i r ~ HORIZ. 0 20 40 80' ~ / DOE .
~ ' n~uu
VERT. 0' 2' 4' 8'
SCALE -D~ -OL

0o V WW
U ~
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CG
64 64

Oo Z
60 0 0
~ ~
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44
DATE
NOVEMBER 2001
PROJECT NO
40464
4 FILENAME
134+60 135+40 136+20 137+00 137+80 138+60 139+40 140+20 14 141 +00 141 +80 142+60 4 4o464C17.DWG 1 3+40 144+20
SHEET NO
PROFILE VI EW ~~~W~ 17
~w~~~ ~aaoo DRAWING NO
~~a~~~
C•17

0 a
N IITIUII( 0 0
BENCHMARK "D" N NEW MAGNETIC NAIL IN CENTERLINE OF CONTRACTOR SHALL CONTACT EACH OF TH N N E FOLLOWING ENTITIES w
Z ° CAREY ROAD OVER TWIN DRAINAGE PIPES FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I I ~
ELEVATION = 73.19' M.S.L. M O Q I I ~
Wo N C i I CFNTF'R p' ~ o HONE# 1-800-632-4949
~ o REQUIRES A MINIMUM NOTICE OF 48 HOURS. I I =
N ~o ~ N ~ U
} ~ " ~ EXISTING 8 ~ SEWER LINE TO BE CLEANED, CITY OF KINSTON P IBLIG UTI ITIEg z
N ~ VIDEOTAPED, AND REHABILITATED. 2360 HIGHWAY 258 S. KINSTON I ~ ~ N.C. 28504 0
~ Q. a ~ (SIZE ASSUMED} CENTRAL DISPATCHER: PHONE# [phone]
WATER AND SEWER: JOHNNY SKINNER-PHONE [phone] i~
ELECTRICAL: FRANK THOMPSON-PHONE [phone]
s ~ ~ A`R END OF PROJECT STA. 146+ ~ + ~ a - 26.94 REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. 3 ~ w
> I ~ , ~ ~ ~w~ ~..._~j~ ; h _ NO WORK BEYOND TH ji~ w_
~ t~, ;~~~=rzn~ ~ I S POINT p ~ ~ ~s_ ' N M U r ~ i1
It L. ~ 1~ ,.k p~ "".'~`l' S ~ i~- 'tip ~ 4J~ : _ y ~ a a o FiCE.E.7/ ~;itnS.i'~1~1 r. ~ ~ ~ J IT. ~ ~
44 ~ ~ . i'~ i'+! ~O i i V1' 41~ ~~Rl'dVCH ~ f ..-x'"'^ ~ } ~l \ W ~ ~ ~o~
,1 o Z w z o
N . ~ ~ x._...~`- {,7°} ~ ~ ~ : . EXISTING MH 59AA _ ~ ~ . ~ r., ~ t" S 4 z M.~_...~ ~ ~ r, ~ ( BE REHABILITATED) Zorn
w ~ ' ~ s~ 1 1~.~~ -n'"~~~ ~ ~v~s:,,~a ~ '~~~~'ti MH T ~ ~ _ss- \ ~ ~~~a OP = 72.69 ~ , y,-, mss- 5 ~ ''fit vc o~~ z
~ _-ss- `,~t .~ii~ \ ~;~y:= n INV IN = 60.06 U Y ~ W N O
° ~ -N~ss----ss-' l..a~~~v',~, ~ v ~ su '<<;~, INU OUT = 59.42 J
j...• ~ 0~10N EASE }
ti~ o Y CONS ENT ` .~pORAR EASEM t U U
POSED G u¶~~ ~ EXISTI G N pR0 M EX1g11N N MH #59Z 'FRO O O
3 15 (TO BE REHABILITATED Y ) ~ e~`} MH TOP = 73.54 H H
_I 4516-75-3580 `t1 INV IN = 59,36 W W
3 ERVIN JAMES E & MARIANNE H ~ INV IN = 65.46 ~ ~ ° ~ 2501 BROOKHAVEN DR INV IN = 63.83 N ~ ~ ~
o ~ ° INV IN = 59.38
w w INV OUT = 59.11 O O
~ ~ -4630 \ ~ ~ 4516-75 Z r-
1 -75-5646 SMITH JAMES A & CHARLOTTE M \ / 45s CONTRACTOR SHALL JOHNSON HENRY HARRIS 2503 BROOKHAVEN DR ~ O O O O O O O O
CONSTRUCT TEMPORARY 2505 BROOKHAVEN DR ~ GRAVELED CONSTRUCTION N N N N
I ~ ENTRANCE EXIT. SEE to t~ h qp ~ ~ ~ N
/ ~ DETAIL, DRAWING C-22. N N W I $
~ ` O O O z
/
. / U~ O~
~ / O m m ww-, s
/ r-- a~, 3 0 0 =
~w=a. ~ a Qp~ Q V Q v W
~,n+~~ ~
4~ i I'~° ~_I` 00 6J ~ xi..,_ ; 4~~i V~~. l}1„~ ~ ~ ,,I/lllilllllll/~/jI'!
EXISTING 12 ~ SEWER LINE TO WW w ~H CARD
BE CLEANED, VIDEO TAPED, AND ~1~
REHABILRATED. 9 • r
SEAL °
P EW = 6485 z o.
~ ~ p ~ v
HORIZ. 0' 20' 40' gp' GINE ~ 0~0 ~ o Y! E~ o
/ /1 11111 '
VERT. 0' ~ ~ , 2 4 g
SCALE f ® '

00
it
i~ ~
H
6 ~
W
52
00
48
Z
4 0
J ~
Z H Q 4 o
H
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0 OUQ =
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K ~ ~ ~ ~ ~ ~w
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a. IY
DATE
NOVEMBER 2001
PROJECT NO
144+20 145+00 145+80 146+60 40464
147+40 148 +20 149+00 149+80 150+ 150+60 1 FILENAM 51 +40 E
152+20 153+00 153+80 40464C18.DWG
Wz~~~ SHEET NO
v,W~Q3 ~aaoo 18
DRAWING NO
C-1 8
_

0
GROUT O O
o ALL AROUND N N N w
° SLOPE GRADE 8" 24" 8'~ STANDARD MANHOLE * SEE VENT DETAIL o N Q
N AWAY FROM o MANHOLE FRAME & COVER (SEE r~oo WATER TIGHT MANHOLE I I
Z ~\,~\~~\\i, ~i~\ DETAIL o FRAME ANO COVER. FOR ~
o , MANHOLES LOCATED IN - t t =
ROADWAY SET RING AND 100 YR FLOOD ELEVATION 1'-0" U
o LEVELING BRICK OR ~ PRE-CAST CONCRETE STANDARD MANHOIi; COVER ELEVATIONS TO - z
NON-SHRINK w a FRAME AND COVER CEM NT R ~ GRADE RINGS (2 MAX.) MATCH THAT OF THE t i ~ ROAD A " o
E GOUT N a FOR TOP OF r N W Y• 4 GALVANIZED PIPE
CONE SECTION o a ~ _ _ VENT OPENING TO BE
~ PRE CAST BARREL a AND RINGS o a_ SECTIONS• 2 3& a 1 2" THICK Z : 12" PRE-CAST TOP SLAB SLOPE FINISHED SCREENED. GRADE
4 FT. SECTIONS AWAY FROM MANHOLE ALL
MIN. ~ ~ ~ ° ) a SIDES. - i ~ ~ ~
a ~ w ~ m ~ N BUTYL RUBBER it
" ~ ~ g SEALS, DETAIL B > ~ :S ~o~
W W ~ o cv VARIES ~ ~ ~ z ~ ° z o
W Z ~ BENCH PRE-FORMED HOLE WITH 3 MIN. BURY O v,
~ _ WALL APPROVED FLEXIBLE PIPE PROPOSED GRADE. SLOPE- = WATER TIGHT z~-- O N
JOINT /TYP. iD SLOPE SLEEVE WITH STAINLESS FINISHED GRADS AWAY z \ ~ N » , W 1/2 /1 STEEL SEATING CLAMP. FROM MANHOLE ALL SIDES. 1'O" HYFE ? ~ W Y
~ 4.
] MONOLITHIC BASE MIN. SEAL AND GROUT ° NON-SHRINK AL r\\i\\i\\i\\ \i\~~~\~~\~~~\~~\~ r~iv\\i\\i\\i~\\~~ ~ o . ~ O
o CTIO ~ ( ) L ~r~~\~\~\\\\\ iiriii~i~iiiii SE N i i iiyi ii ii ii iii \ \i\i\i\i\i\i\i\~ r ~ OPENINGS WATER TIGHT ~i\\i\\ ~~v ~ v vv vv vv vv i i r ~i ~i ~i ~i ~i, C9
2 MAX. '\!r~~!i~~i~~i~i~~i~~ \\\~\\~~~i\\i\\~ N U U 10 HYFE
CONCRETE INVERT OR „ ~ " !~~~!i~%i~~i~~i Y PRE-CAST INVERTS 3 MIN. 8 MIN. THICKNESS `\~~\i\\i~\i ~~~~i ~;~~i~~r~ 00
~~i~~/w ~,A~i~A~~ i~/i~`,~ ~ ~ I.D. RISER POUR CONCRETE o 0
~ S NOTE 5 PLACE ON MINIMUM OF EE # CONCRETE SUPPORT OR MANHO SECTION VARIES LE PRE-CAST SECTIONS, ANCHOR AROUND w w
12" GRANULAR ROCK, MECHANICALLY COMPACTED BOTTOM OF VENT. ~ ~ ~~L ~ ~
5 MIN JOINTS, INVERTS, BENCHING, 0 3 THOROUGHLY COMPACTED #57 STONE I.D. RISER
(TYP.) 8" MIN PIPE CONNECTION, ETC. SHALL ° BE AS SHOWN ON THE OTHER ACCEPTABLE SECTION VARIES ~ O COVERS. ° z
w W (rn'•) EXTENDED LIP BASE ~ ~~I r~ON STANDARD PRE-CAST SANITARY ~
SEWER MANHOLE DETAIL. 0 0 0 °
1. N N p O 1. MANHOLE PRE-CAST SECTIONS, JOINTS, INVERTS, BENCHING, PIPE i t N t
C CONNECTION, ETC. SHALL BE AS SHOWN THE STANDARD PRE-CAST o o ~ oNo
S SANITARY SEW R HOLED AI t i l l E MAN ET L. N N p
CONC. SUPPORT OR ©D I Q : p O O
MECHANICALLY COMPACTED : p~ o o APPROVED JOINT 1 /2" 2 SEAIANT ~k:. 2. FOR VE NTED MANHOLES WITHIN ROADWAYS OR iN TRAFFIC
X57 STONE UNDER EACH o000000000o S~ 000000 PIPE 1/2" GROUT SEAL ' „ I~ SESIV N TI E AREAS, CONTRACTOR SHALL ROUTE VENT PIPE WITH AN 0~
(NON-SHRINK) INCREASI G _ N SLOPE TO A DISTANCE AS TO ENSURE CLEARANCE AND m m 3 o w w ~ s
SAFETY FROM ROADWAY TRAFFIC. o o .s~~ z~Ya
FORM CHANNELS WITH a 00000000000000000 ~ w ~ ~ g~
BRI K ORK F a A ` C W 0 3000 0000000000000 000 ° o U Q "W
PSI C ova SEE SPECS. FOR REQUIREMENTS ONCRETE SEE „ „ F ( `
NOTE 9 ON 0 RING RUBBER AND ROPE MASTIC BUTYL RUBBER
0 0 W W a: ° SEALANT FOR M.H. JOINTS.
MANHOLE STEPS wen
INVERT SHALL BE COVER TYPE VARIES, SEE
SHAPED AND N.T.S PLAN AND PROFILE SHEET
TROWELED SMOOTH TYP. 90' MIN.
fh. RUBBER BOOT `4. _ ~I I- - ui-iii ~ III
A T IN ASE ~ . a;A Cs B , o 1. MANHOLE PRE-CAST SECTIONS -III=III= < ~i~-~i
SECTION JOINTS, INVERTS, BENCHING PIPE 1 a:
CONNECTI ' < • ON, ETC . SHALL B E AS ~ VALVE BOX SHOWN THE STANDARD PRE-CAST .
SANITARY SEWER MANHOLE T
PLAN DE AIL. aq
MINIMUM AVERAGE NaT~I DUCTILE IR 2. PIPE SIZE FOR DROP TO EQUAL ON MJ PIPE & FITTINGS
N~ WEIGHT 6. INSTALL ACCORDING TO MANUFACTURERS C.I. FRAME & COVER AS CROSS CLASS AWWA-CIlO INFLOW SEWER PIPE SIZE PIPE.
1. MANHOLE TO CONFORM WITH ASTM C478. RECOMMENDATIONS. COMPACT BACKFILL FRAME 262 LBS MANUFACTURED BY DEWEY
0 o AROUND MANHOLE TO 90-95X OF MODIFIED COVER 170 LBS BROS. MODEL MH RCR 3000 3. SA - W CUT OR DRII.I ALL HOLES FOR VARIES
2. ALL JOINTS SHALL CONFORM WITH ASTM PROCTOR DENSITY FOR THE FILL. TOTAL 432 LBS WATERTIGHT OR APPROVED PIP E AND BOLTS. e ,
C443. 7. RIM ELEVATION SHALL BE SET AS NOTED ON EQUAL.
3. BUTYL RUBBER SEALANT TO MEET FEDERAL PROFILE OR SHALL BE SET AT OR ABOVE 4. DROP-MANHOLE MANDATORY WHEN ~ ' ~ °
- - 21 EXISTING GRADE, AS APPROVED BY THE SPECIFICATION (GSA-FSS) SS S 00 0 GA K DIFFERENTIAL BETWEEN INVERTS IS ' P ~ ~ „ CLEANOUT LEG
ENGINEER. SET GREATER THAN 2 -6 . ;o' N W/4 CONCRETE
4. 48" DIA. MH, PIPES 8"-18"; 60" DIA. MH, 8. MANHOLE INVERT SHALL BE 3000 PSI MIN. BLOCKING
PIPES 21 "-30"; OR AS SPECIFIED ON PLANS. CONCRETE. CONCRETE BRICK MAY BE USED TO 5. ENTIRE OUTSIDE DROP CONNECTION p, D SHALL BE ENCASED IN CLASS B ~ . , MAX. SLOPE 1 % ON LAST
FORM CHANNEL BENCH ONLY PLASTERED WITH A CONCR "
5. NUMBER OF PIPES AND DIAMETERS, INVERTS MiN. OF 1" OF CEMENT MORTAR 1:2 MIX {1 "TI - LEG OR AS NOTED ON E IN INVERT ;.P GROUT
AND OTHER PARAMETERS VARY. SEE PLAN AND PART CEMENT TO 2 PARTS SAND) ELEVATION DRAWING 6. SEE STA - ~ ~ ° LLI NDARD PRE CAST SANITARY
PROFILE SHEETS FOR ADDITIONAL INFORMATION. SEWER MANN MATCH ~.:a OLE DETAIL FOR MANHOLE DUCTILE IRON PIPE CLASS AWWA-C151
9, STEPS SHALL BE N0. 4 REBAR COVERED GASKET IN VERTICAL DETAILS. CROWNS
WITH POLYPROPYLENE OR APPROVED EQUAL, FACE OF COVER D. , D ' OF PIPES
DRIVEN MITO PRE-FORMED HOLES. CONCRETE ENCASEMENT
„ WW „ ~ ~ 3 - 1 DIA. HOLES 4 1 /2 CONCRETE ` ~ INVERT CHANNEL
~ 120' TRO • WEL LED SMOOTH TO DUCTILE IRON 90' BEND TOP OF PIPE ~ ° ~ ' P
J e .'i 8.. , e a
A 6 J Z W v 4 w~ 8 ' ~ O
s . Iii e~ > ~
H D D n.: U~4
13/16" Z p F:,,- 0000000000000000o J
COVER 120 Ibs. MINIMUM MACHINE DOVETNL GROOVE p r p " 0 0 0 0 0 0 0 0 "DROPq INVERT ELEVATION m
INSIDE OF UD FOR 1 4" DIA. , 9~ 0 5/8 S8 STAINLESS / ® c~ O TOP OF COVER S Z pUQ
CONTINUOUS POLYISOPRENE a STEEL ROD Q I-z~ D A!
GASKET 40 DOROMETER AS MANUFACTURED BY DEWEY to d W N,T,S~ Z tY ~
BROS., U.S. FOUNDRY, OR COVER txl.~ Y ~
A r p APPROVED EQUAL. o EXISTING MANHOLE N q Z
L a J N i7 EXISTING MANHOLE CLASS B CONCRETE U" W G"~
O O O ~~IC W W W W W W EXISTING INV R 4 Y ET ~ q OW ~
K ~ ~ # P~ ~ 11 H 8 q ~ilN 8 U CLASS B CONCRETE
MATCH INVERT OF ~j ~
C.I. FRAME do COVER AS ~ INCOMINGS W EWER TO t1
MANUFACTURED BY DEWEY o CROWN F 0- W 0 EXISTING
BROS. MODEL MH RCR 2001 PLAN SEWER 4- E1; UNLESS NOTED ~ q.
OR APPROVED EQUAL. r ~ ~ 5/8„0 STAINLESS OTHERWISE ON PLAN
~ J ~ STEEL ROD ' " AND PROFILE SHEETS. - -
- ,`~p~ttun~p+ii
~ , , , , r MINIMUM A11ERI~GE ~ i i ~ COMPACTED CRUSHED N CA~O . , ~ / y+i
WEK~IT , s ~ STONE 0 ESSJ y DATE ~ ~(q 9 s NOVEMBER 2001
FRAME 190 LBS r " 1~PN'iA1„ ~ ~ s
~ COVER 120 LBS 33 t/4 pA CORE OPENING FOR SEAL = PROJECT NO
TOTAL 310 LBS PROPOSED CONNECTION; : = 64$5 2 e 40464 CORE OPENING FOR SEAL OPENING a~' ~
~ PROP ~-L ~ FILENAME OSED CONNECTION; AROUND WITH NON- ~ ~R v.+~
s ~ ~t 40464019. WG 5EAL OPENING ALL SHRINK GROUT 0
AROUND WITH NON- Jp ~a'' SHEET NO
Nz~~3 =aaoo FLOVI ss~ ~ SHRINK ROT E ~ G U 19 FLOW DRAWING NO
EXISTING SEWER LINE
-Q
N,T,S,

a °o °o N N W
I I ~
0 ~O`~
° N I I ~ o
N ROAD RIGHT-OF-WAY VARIES- ~
J O z I 1 =
v 6' MIN PAVEMENT WIDTH VARIES 6' MIN ~
° TING GROUND 10'-0" 10'-O" N VE RING AND COVER TO A EXIS REMO O U Z Z Z~ I I o
MIN. DEPTH OF 2' BELOW EXISTING ~ ~ o Q
GROUND Q v Q 3 ~ U W I
/ \ \ FILL FROM 6" BELOW EXISTING I ~ ~ v. O O Z o
S RFACE TO GROUND o \~~\i~ ~~i\/.:: , , . ~ ~ GROUND U U O o Q H 3 I ° ~ _ C~
SURFACE WITH TOPSOIL AND SANITARY SEWER 20' JOINT OF ~ w Z a o S W _ y~j
SEED ACCORDING TO SEEDING DUCTILE IRON ~ _ SPHALT ~ _ ~ .w ~ _
SCHEDULE. REGRADE SURFACE STORM DRAIN PIPE TO DRAIN WITH SURROUNDING OR WATER LINE a - ~ o
0 AREA. SUBGRADE o
I~ ~ ° PLAN N~ ' ~~'z 4 MIN o 0
W W ~ . TYP ~ ~ Z - CASING PIPE 2 MIN TYP o ~
° o
~ Y ~ CARRIER PIPE U DRY BORE AND JACK CASING UNDER ROADWAY ~ ~
N Z FILL MANHOLE WITH
w NO CLEAN SANG NOTESs ~ °
U EXISTING MANHOLE 1. ° 0 1. STEEL CASING SHALL MEET ASTM A-139, GRADE B STANDARDS A MINIMUM (w/o HYDRO TEST) WITH WELDED JOINTS. THE INSIDE c~ _ " U U
° DIAM DIAMETER OF THE CASING PIPE SHALL BE A MINIMUM OF 2 LARGER THAN THE LARGEST OUTSIDE DIAMETER OF THE CARRIER PIPE
° COMPLETELY FILL ALL (J011 a ABANDONED PIPE ENDS WITH IF THE CARRIER PIPE IS LESS THAN 6" IN DIAMETER. IF THE DIAMETER OF THE CARRIER PIPE IS 6" OR o 0 (JOINTS OR COUPLINGS)
a °v N NAL LAR( 6 OF 3000 PSI CONCRETE SBCTIO LARGER, THE DIAMETER OF SHE CASING PIPE SHALL BE A MINIMUM OF 4" LARGER THAN THE LARGEST OUTSIDE DIAMETER OF CARRIER °w °w
Y PIPE 0 PIPE, N ~
~
2. NOTE 2. THE END OF THE CASING PIPE SHALL EXTEND A MINIMUM OF 6' FROM THE EDGE OF PAVEMENT BACK OF CURB UNLESS /
OTHI a - USE DUCTILE IRON PIPE WITH 1.5 OR LESS CLEARANCE OF PIPE OTHERWISE NOTED, ° z
NEW SEWER LINE INSTALLED . o CROSSING AND WHENEVER PROPOSED SANITARY SEWER CROSSES
THROUGH EXISTING MANHOLE 3. T TOP F ASING PIPE SHALL BE A MINIMUM OF 4' BELOW THE CROWN OF TH AWAY UNLESS °o o° °o °o 3 HE 0 THE C E FINISHED ASPHALT ROD N N N N
w EXISTING SEWER LINE TO OVER WATER MAIN OR STORM DRAIN. 4R a OTHI OTHERWISE NOTED. I I I I
REMAIN IN SERVICE. SEE a a a . • PLAN & PROFILE DRAWINGS. 6 MIN. 00°0 I I I N
4. a a. UNLI 4. THE TOP OF THE CASING PIPE SHALL BE A MINIMUM OF 2 BELOW THE INVERT OF ROADSIDE DRAINAGE DITCHES, PIPELINES (TYP.) N N rn i
d G MANHOLE TO BE FILLED WITH UNLESS OTHERWISE NOTED. 0 0 0
• 3,000 PSI CONCRETE FROM ' S 5. USE SPIDER SUPPORTS SEE DETAIL TO MOVE CARRIER PIPE INTO CASING PIPE, SPACING OF SPIDERS WILL BE DICTATED BY THE ~
P ~\~,\y N , BASE OF MANHOLE TO 6 M N. T S LENI ~ ) LENGTH OF CASING PIPE, o w w ~ « ~
~ VE PIPE FLOWING N i, AEIO 300=
THROUGH MANHOLE Z U1 `s p. a ~ W I d.
0 Q U Q V W
N 0 D LE 0 NH
OUTSIDE DIAMETER AT
00 CARRIER PIPE BELL CASING PIPE CARRIER PIPE CASING PIPE
WW

45 45°
W
45 45° ~
SPIDER
A SPIDER
S~CTI01~1 A
EXTEND OVER INVERT ELEVATI~H
Q 4
Y
a
~ EXISTWG SEWER MAIN WW
F-
4" GROUT -

a a 1 B° DIA.
a 6' PROPERTY
LINE W
G d 3000 PSI CONCRETE GOLLAR.
L CAST IRON CLEAN OUT DRAIN AWAY FROM CLEAN OUT.
d Q ~
d ~ ~ 4• ~ FINISHED GRADE

a ~ ~ SECTION AT RIONT ANtiLE TO CURB D,' , a . ~ ~ Z
W W PAVEMENT D(ISTINO MAIN PAVEMENT z
..:p:. p . D ~ \ ~ \ ~ \ ~ Q
~ N M 11 ~ • 4 -0 FOR 8 TO 12 MAINS . fl . , D , . . ~ I- i- W U~Q
THE FULL LENGTH OF THE 1 N A p ~nM
5 -0 FOR 15 TO 30 MAINS SERVICE DITGH BE LL _ ~ J w
6' LAYERS M N COMPACTED IN Z W+ 1 O v
6 -0 FOR 36 TO 54 MAINS WITH MECHANICAL TAMP. MAGNETICALLY DETECT, .ALLY DETECTABLE TAPE ~ Z = J
4 C.I. OR SCHEDULE 40 ~ W
PVC PIPE 1 PIECE OF PIPE Z fY 0! 4 36 MIN. DEPTH ~
NOTES: Y m \ 1"" WHERE P05SIBLE I- W
WHEN SEWER CLEAN 8" 10° OR 12" TA J" OR 12" TAPPING SADDLE W Z Z 0 ~-W
1. FLOW SHALL BE MAINTAINED DURING GROUT ' OUT IS IN PAVEMENT OR IN LINE WYE LINE WYE Y ~
INSTRUCTION. IT MUST. BE ¦ • • I TO BE USED WHEN A 6 OR 6 6 o W V~ QU
2. THIS DETA L f INSTALLED INSIDE A 0 o a LARGER LATERAL NECESSITATES CONSTRUCTION + VALVE BOX WITH MIN. GRADE 1 X
OF A NEW MANHOLE. SEWER COVER. U~ W~
3. SEE STANDARD PRE-CAST SANITARY SEWER 1/16 OR -1 16 OR 1 8 C.I. BEND ~ / / ~W
DRAWING C-19. ~ ~ ~ ~ MANHOLE OETAII, N I 1 ~ ~ „ 1.0' EXTENSION WITH 4' ~ 4 C.I. OR SCHEDULE 40 PVC PIPE ~
TRACTOR SHALL PROVIDE 12 L _ PRINGLJNE ~ ~ 4. THE CON ~ ~ SAW CUT TO S PERMANENT PLUG CAP
MINIMUM COMPACTED #57 STONE BASE. ~ a~ a ~ - • .
-t. r .f ~ . "a r a. ' 4 -•---0.65 MIN. SLOPE
.1. ~ • ,~,~,~~noiu,~~~f CAR 'o
o, ~N 0( °a /y.,. DATE
EXISTING SEWER ~iANr 45 SEWE FESS q., NOVEMBER 2001 BARREL OF PIPE TO REST ON COMBINATION LONG TURN t~ 45 SEWER SADDLE ~
UNDISTURBED SOIL PATTERN Y AND 1/8 BEND PROJECT NO
C'110N ALONG CENTl~MIE 0~ - SEAL 40464 s fi485 z
~IISTINQ~ MAIN EXISTING TI ~ FILENAME 5 NG R
,gyp fNgNEE 40464D20.DWG N ,,~(Q
MAIN ''o, DOE ~ SHEET NO
a IN 1 1 L MAN AND ~ , ~ a~`` ~ 20
DRAWING NO
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O O
O O N N W
N O N Q
3000 PSI CONCRETE COLLAR CONTRACTOR SHALL M O p I
s N o
THRUST COLLAR PLACE CLASS I RIP RAP WIDTH VARIES A MIN. OF 15" THICK N
o ON FILTER FABRIC I i =
z RACTOR SHALL DITCH CONT (MIRAFI 600X OR 1" DIA. DOWELS ~ 1' - 0" CENTERS o DOWEL LENGTH = 1' - 6" I I ~
m PLACE CLASS I RIP RAP " IMUM SPAN LENGTH WITHOUT SUPPORT APPROVED EQUAL) FROM p
A MIN. OF 15 THICK MAX 8"~ = 12 FT TOE OF BANK TO TOP MAX. PAVEMENT PAY WIDTH =
ON FILTER FABRIC 18"~ = 16 FT _ I_ OF BANK. " ~ (MIRAFI 600X OR = _ 24 - - PIPE BARREL O.D. + 3'-0" ALL CUTS SHALL BE MADE AS
~ - 20 ~ - 18 FT ~ ~ ; APPROVED EQUAL) FROM = I I=. " STRAIGHT AND NEAT AS POSSIBLE. CONCRETE PAV'T g" ~ ° - ° ' ~ ' ° - ° •
~ _ 6 ~=1 ~ I=,~ TOE OF BANK TO TOP i_III=~ 1 2 OF SPAN LENGTH „=III- " 3000 PSI EXPANSION JOINT MATERIAL AND MASTIC SEALANT
OF BANK. -111_„ ~-III- _ _ 3 - „ w ~
0 y _ _ -11I 1=~ a FLANGED D.LP (SIZE VARIES 1' MIN. FIRM BEARING 4 -0 MIN. COVER - ~
EEN PIPE SUPPORTS _ _ NO JOINT BETW ) ( SURFACE TYP. oe a ~o~
- - _ ~ , d = 1-111 CRUSHED AGGREGATE o z
N ~iI-1~I-~ -1~P _II~ _II~- 1 " o X11 _ 8 BASE COURSE z o zo~n
a =III- I I I-1 ~ 1 ° i~V ~ i~ W ~ ~ - ° i ~ , ~-I I ~ . . WATER LINE o ~ ~
w w v 1I c =I I=I ~ - _ a - ~ - ' REEK BED. a ~ ~ -I I -III 1. NO JOINT ALLOWED WHEN CROSSING C r 111= i I- 1- - BED. SELECTED BACKFILL " ? ~
W - _I ~ 2. PLACE COLLARS ON FIRM UNDISTURBED EARTH ~ -ICI. TH TAMPED IN 6" LAYERS 18 MAX TYP. w Y
EMBED COLLAR IN i ~ i_ _ ~ 3. IF CROSSING DISTANCE IS GREATER THEN 60 PIERS MUST BE USED. TO 95% AASHTO ~ NSITY MED. T-99 ~ ~ DE ( )
TOP OF BANK Z W ~ ~
U U
36" MIN. FROM TOE OF SLOPE O O
U
a 0 AVE~ENT uT pp ETE P NCR W w
a HD REPAIR DETAIL A
Y CONCRETE PIPE SUPPORTS PIPE DIA ~ AS REQUIRED. MINIMUM
OCATED AS NOTED p „ OF 2 SUPPORTS L N PLANS 1 4X3 GALV STEEL N.T.S. ~ o 0 z
SLOPE. 0 / AT EACH TOE OF 3 4" MIN. STRAP W/ 5/8"X1'-4" r r
a SST ANCHOR BOLTS O O O O O O O O
4" N N N N
W w 2 LAYERS OF 30# E UNDER RIP RAP CONCRETE BAS ' N IQ 1~ I ~IPRAP OO~N
~ ROOFING FELT. SECURE 1" MIN NONSHRINK GROUT (RIP RAP NOT SHOWN) TIGHT TO PIPE DURING N N ~ I
PLACEMENT OF NONSHRINK _ _ O O O
GROUT. 60' GALV STEEL S ALV STEEL STRAP
0
° • I #3 BARS HEIGHT VARIES „ MAX. PAVEMENT PAY WIDTH = s m m 3 ~
• I d " RT SEE PROFILE 1'-0 p #4®8 VE " TYP " ALL CUTS SHALL BE MADE AS p o o = 1 0 PIPE BARREL O.D. + 3 0 3
1 -0 I a I w w - - p FOR ELEVATIONS w P ~ a" #5012 , 3 MIN 1 ~ ° I I PIE I STRAIGHT AND NEAT AS POSSIBLE. z cn Y a a ASPHALTIC SURFACE 6: °•p o p p v Q v W
o D, 6 I FLOW ~ p a I~ I - BOTTOM OF DITCH I COURSE (2")
OUTSIDE PIPE DIA - 1 ~ - - I " ~ i •I 45 • • 8 ~--DITCH F G 4'-0" MIN. COVER •-DITCH FLOW 1 MIN. FIRM BEARIN
- 1 1 • I 3 -0 I I THRUST COLLAR - - al • ~ I. _ I I SURFACE TYP. _
- = L. d I - I I CRUSHED AGGREGATE
~ o - - I BASE COURSE
00 1a _ - a • - - 1~_D" W W a d ~ 4p v WATER LINE
K~ ~ ~ - '-0" TYP ~ n ° 1 1'-0" TYP SELECTED BACKFILL "
TAMPED IN 6" LAYERS 18 MAX TYP. W
3000 PSI CONC. 4012• 3-#4 X5012" FILL AREA COMPLETELY TO 95~ AASHTO
AROUND SUPPORT WITH CLASS DENSITY (MED. T-99)
w w I RIP RAP TO BOTTOM OF P(~ " EL,LNATION A
6 ON DITCH BOTH SIDES
CONCRETE PIPE ,'SUPPORT MENT CUT PAVE AL PN
E COLLAR CONCRET
AIL AIR D AND
N.T.S.
d~ PIPE COLLAR CO
AIL RT DET a
PO P ao
W W F

TOPSOIL AS REQUIRED FOR CONSTRUCTION FOR GRASS GROWTH PARALLEL TO PAVEMENT ~
GRASS PER SPECS.
HOULDERS AND MAINTAIN A MINIMUM INS M CROSS-COUNTY AREAS SEPARATION OF 3 FRO ~
AT ALL LOCATIONS WHERE EXISTING/NEW EDGE OF PAVEMENT
STORM DRAIN PIPES ARE BEING UNLESS OTHERWISE
DISTURBED/INSTALLED, CONTRACTOR SHALL SPECIFICALLY APPROVED W UNDISTURBED SOIL \ : / BY THE SCDOT OR
PLACE CLASS I RIP RAP A MIN. OF 15" THICK ENGINEER.
WHERE SHOWN ON ON FILTER FABRIC (MIRAFI t300X OR APPROVED - AT LOCATIONS AND STATIONING 6 MIN.
CTOR SHALL PLACE EQUAL) FROM TOE OF BANK TO TOP OF BANK. PLAN DRAWINGS, CONTRA p COMPACT APPROVED NATIVE 9" MAX, /,i COMPACT APPROVED
' MIN. OF 15 THICK ON FlLTER CLASS I RIP RAP A (SELECT) MATERIAL TO 90~
OR APPROVED EQUAL) FROM FABRIC (MIRAFI 600X 95% IN ROADWAYS OF BACKFLL. Z ( ) ~ ASTM D-1557 MAXIMUM ~/i PIPE SEE SPECS.
TOE OF BANK TO TOP OF BANK FOR BANK 0 DENSITY. SEE SPECS. O.D. REPAIR SHOULDER AND ROADSIDE J
PROTECTION FROM EROSION. ~ " p W W 8 -0 4 0 F „ DRAINAGE TO PRE-CONSTRUCTION J Z
'w ~ MIN. MIN. Q U 12 MIN GRADES AND SURFACE CONDITIONS W O PIPE E ~
TOP OF DITCH BANK AS A MINIMUM AND AS REQUIR D ~ F- ZONE U Q ~
BY GOVERNING HIGHWAY ~ ~ MENT. Z O ~ DEPART J
0
\i\ \ /~i PIPE Z 2 m Z O U ~
~i\ FOR ~ CONTRACTOR SHALL USE PAVEMENT ~ Z = J FOR PVC GRAVTTI' SEWERS, BACKFILL N THIS W v r..
„ CUT AND REPAIR DETAILS 0 to Q FROM 1/8 X O.D. (4 MIN.) BELOW TO Z ~ ~
EXISTING OR NEW FROM N PIPE EXISTING OR NEW TOP 0 STORM DRAT STORM DRAIN PIPE SHEET ~ TOP OF PIPE WITH X57 AGGREGATE. Y m \ F'
COMP PA T TO 90~ 95% IN ROADWAYS " " f- ~ W COM C ( ) 1 8 X O.D. 4 MIN. BEDDING Z
OF AS' - --..---..~-1 / ( ) z p ST 0-1557 MAXIMUM DENSITY. 0 OF A M - W
OYg W
ow Z ALL C ARSE AGGREGATE FOUNDATION IF REQUIRED .SEE SPECS. EXTRA _ U
DIRECTION OF DITCH FLOW FOR Qj ~ ~ I 1 „ t ~ 1/8 X FOR QI GRAVITY SEWERS, BACKFILL FROM 0 ( ) " OW TO CENTER (#57 STONE) SHALL BE GRANITE ROCK, ETC. MUST RECEIVE OWNERS APPROVAL 1 8 X O.D. 4 MIN.) BEL U~
000 / PRIOR TO INSTALLATION FOR CONTRACTOR TO W a J OF PIPE WITH #57 AGGREGATE. FROM ~ OF ~ W
W W W OF PIP PIPE Tt " COMPACT RECEIVE PAYMENT FOR FOUNDATION W PIPE TO 12 OVER PIPE, INSTALL EXCAVATION DISPOSAL AGGREGATE, ETC., VIA O- ~ V
~ DITCH BOTTOM VARIES APPR01 APPROVED BACKFILL (SELECT MATERIAL). EXTRA FOUNDATION AGGREGATE BID ITEM. ~ ~
COMPAI COMPACT ALL BACKFILL TO A MINIMUM 90~
~i\ ~ (95X II (95X IN' ROADWAYS) OF ASTM D-1557
~ ~ MAXIMU ~ / ~ MAXIMUM DENSITY. 1 D TAIL BED N E I AL 11 TYP 11 1,1111111 1 ~~~~I,,
\ \ ~ ~ ~ , ~ ~ 1,1 ~ CARO
N.T.S ~ DATE 0~' 'L FSSI q NOVEMBER 2001
i ~ w
SEAL PROJECT NO 40464
= 6485 z
Aft I ND TO IN ~ o FILENAME 40464D21.DWG
N.T.S
JOE V~ 11 SHEET NO 21
uun' ,
DRAWING NO
I~~~~~ ~~~W~ _ -Dz O r C21
Nwir¢3 ~daoo

0 v
N o° °o
O O N N N w
N O Q N ~ t~ O p
2 I I
0 Al o ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR r
O N DAYS AND AFTER ANY STORM EVENT OF GREATER THAT 0.5 INCHES OF PRECIPITATION DURING ANY Y 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL I I v
N STABILIZATION HAS BEEN OBTAINED. z
° 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER I I ~
D STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
v 0 WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE
MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL
0 a RESUME WITHIN 21 DAYS. 3
TOP AND BOTTOM MIDDLE ANO VERTICAL w 3 -
o STRANDS SHALL STRANDS SHALL BE 12 THE FOLLOWING SEEDING SCHEDULES SHALL BE USED TO ESTAB I w L SH GRASS COVER: ~
o BE 10 GA. MIN. GA. MIN.
N M 7 t1 ~ ~ SEEDING SCHEDULES FORT ~ o EMPOR,ARY VEGETATION
ww o ~ ~ a ~``z UPPER AND LOWER STATE
w _ ~.zo z o u,
GRADE N O SCHEDULE 0 COMMON NAME OF LBS PER ACRE RATE PLANTIN A GDTES ~z~
SEED
~ _ ~ i ice, U 111-~ - - - - - ~ '~JI u T n iT i iT W Y
o i=I I II. o .~i ~-1 - 1 ANNUA _ ~ o L SUDAN GRASS 40 APRIL 1 AUGUST 15 ~
~I I ~I I II I I I I"- (SWEET OR TIFT) m
~ ~ 2 BROWN TOP MI _ ~ ~ LLET 50 APRIL 1 AUGUST 15
~=1 I I~I I I~' ~ , " - ~ Y FROHT VIEW 00
0 WOVEN WIRE FABRIC 3 3 RYE GRAIN 55 AUGUST 16 -MARCH 31 0 0
J FILTER FABRIC MIRAFI 100X FILTER w w
NOTES: FABRIC (OR APPROVED _ 3 ) N ~ .D N m
COMPACTED FILL EQUAL STAPLE OR WIRE ° WIRE SHALL BE A MINIMUM OF 32 IN WIDTH AND SHALL HAVE A HIRE - -
TO POST. ° ~ MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING, ~oo z
_ w _ ~ ~ ~ i=1_ii~i= i iii= I ~ i~Ti ~_iTi~T-L~~ SEEDING SCHEDULES FOR PERMANENT VEGETATI ON
ll--u~-W- = = ~ ~ W - -lll-W---~- FILTER FABRIC SHA A - - - - - - ~ 1 - ~ - ~ -~~i~'='1 LL BE MINIMUM OF 36 IN WIDTH AND SHALL BE W- - - -ll - _ _ _ _ ~I=m= =u~u=. 0 0 0 0 LOWER STATE o 0 0 0
FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. 8 I I N N N N
I I 7 ~ ~ r I SCHEDULE N0. COMMON NAME OF RURAL URBAN PLANTING DATES o o ~ N
STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE ° I I „ SEED RATE RATE acv I EPTH
SIDE 4" i STEEL POST - 2 ~ 0 "DEPTH SELF-FASTENER ANGLE STEEL TYPE. I I WOOD POST - 3 -0 DEPTH 0 0 0 )EPTH 2
VIEW I i 1 COMMON BERMUDA (HULLED) 0 60 MARCH 1 -
WOOD POST SHALL BE 6'-0" IN HEIGHT AND 3" IN DIAMETER. ~ ~ v PENSACOIA BAHIA 20 0 A UGUST 14 = m m -
EXTENSION OF FABRIC AND WIRE INTO TRENCH oww3
CMM 300= 2 0 ON BERMUDA (UNHULLED) 0 90 AUGUST 15 - z Y
ILT F EN CE DETAIL ~ W = a or PENSACOLA BAHIA 50 0 FEBRUARY 28 0 0 ~ Q ~ W
RESEEDING CRIMSON CLOVERS 20 0
RYE GRAIN 20 0
00 ww

v
1. INCLUDES RURAL AREAS ADJACENT TO WELL-DEVELOPED LAWNS. 1N
2. GIANT BERMUDA SEED, INCLUDING NK-37, SHALL NOT BE USED.
3. RESEEDING CRIMSON CLOVER SHALL BE INOCULATED IN ACCORDANCE WITH ~
SUBSECTION $10.05 OF STANDARD HIGHWAY SPECIFICATIONS.
QENERAL NOTES:
SEE DIN GS HED ULE
TEMP. STON ° ° DITCH CHECK N~'t'~ 1. CONTRACTOR SHALL CONSTRUCT GRAVEL ENTRANCE EXIT AREAS AT ALL
ww /
p. ENS ENTRANCES/EXITS THROUGHOUT THE PROJECT WHERE CONSTR TI N P~E~ STRUCTURAL STONE SHALL BE STONE FOR EROSION UC ON VEHICLES P „ „ WILL ENTER/EXIT THE SITE (TYPICALLY, BUT NOT ONLY, WHERE PAVED ROADS ~s SOIL PREPARATION a
CONTROL CLASS B AND SHALL BE PAID FOR AT ~ T HE CONTRACTOR SHALL CUT AND SATISFACTORILY DISPOSE OF WEEDS OR OTHER UNACCEPTABLE
THE NTRA ~ INTERSECT THE CONSTRUCTION ROUTE}, CO CT UNIT PRICE PER TON STONE FOR GROWTH ON THE AREAS TO BE SEEDED. UNEVEN AND ROUGH AREAS SHALL BE SHAPED AND
„ EROSION CONTROL CLASS B 2. A STABILIZED PAD OF CR H
US ED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC iC SMOOTHED AS DIRECTED BY THE ENGINEER TO PROVIDE FOR MORE EFFECTIVE SEEDING AND FOR EASE OF SUBSE4UENT MOWING OPERATIONS. ~
THE ENGINEER MAY DIRECT THE OPTION OF CLASS STREET. LIC
"A" STONE FOR SITES HAVING LESS THAN ONE (1) ~L~Q~ A R „ THE SOIL SHALL THEN BE SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF NOT LESS THAN 5 ~C
0~ ~a C E DRAINAGE AREA AND A DITCH GRADE LESS 3. STONE TO BE 3 WASHED STONE OR RA INCHES EXCEPT AS OTHERWISE PROVIDED BELOW OR OTHERWISE DIRECTED BY THE ENGINEER. CLODS
_ EDGE OF PAVEMENT THAN P ILROAD BALLAST. 3%. AYMENT SHALL BE UNIT PRICE PER STRUCTURAL STONE „ SHALL BE BROKEN AND THE TOP 2 TO 3 INCHES OF SOIL SHALL BE WORKED INTO AN ACCEPTABLE W
BACK TON STONE FOR EROSION CONTROL CLASS A . 4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITI N 0 WHICH WILL PREVENT SEEDBED BY THE USE OF SOIL PULVERIZERS, DRAGS, OR HARROWS; OR BY OTHER METHODS NT APPROV Y TH
SLOPE TRACKING OR FLOWING OF SEDIMENT NT 0 0 PUBLIC STREETS OR EXISTING ED B E ENGINEER. ALL ROCK AND DEBRIS 3 INCHES OR LARGER SHALL BE REMOVED PRIOR
SEDIMENT CONTROL STONE SHALL BE N0. 5 OR 57 PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSIN WITH G ADDITIONAL STONE TO THE APPLICATION OF SEED AND FERTILIZER. 'ONE
STONE AND SHALL BE PAID FOR AT THE CONTRACT AS CONDITIONS DEMAND AND REPAIR AND R " /0 CLEANOUT OF ANY MEASURES USED USED ON CUT SLOPES THAT ARE 2:1 AN T
ISOMETRIC VIEW UNIT PRICE PER TON SEDIMENT CONTROL STONE". TO TRAP SEDIMENT. D S EEPER, BOTH THE DEPTH OF PREPARATION AND THE DEGREE OF SMOOTHNESS OF THE SEEDBED MAY BE REDUCED AS PERMITTED BY THE ENGINEER, BUT IN ALL 0
SEDIMENT CONTROL STONE SHALL BE USED AS CASES THE SLOPE SURFACE SHALL BE SCARIFIED, GROOVED, TRENCHED, OR PUNCTURED SO AS TO Z
DIRECTED BY THE ENGINEER. 5. ALL SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS REETS PROVIDE POCKETS RIDGES R T 0 RENCHES IN WHICH THE SEEDING MATERIALS CAN LO Q
MUST BE REMOVED IMMEDIATELY. DGE. Z
NATURAL GROUND RIP RAP TO BE PLACED ON MIRAFI 600X WOVEN t MIN' GEOTEXTIL E OR APPROVED EQUAL. 6. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVES IM 40 N SEEDBED PREPARATION WITHIN 2 FEET OF THE EDGE OF ANY PAVEMENT SHALL BE LIMITED TO A J ~
ED ENT PRIOR ~ TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE GONE )R U I- t- W DEPTH OF 2 TO 3 INCHES. ~ Q
o Qo ON AN AREA STABILIZED WITH R H ~ C US ED STONE WHICH DRAINS INTO AN APPROVED DONE Z I- J O -
~ SEDIMENT BASIN. LOVED THE PREPARATION OF ~ SEEDBEDS SHALL NOT BE DONE WHEN THE SOIL IS FROZEN, EXTREMELY WET, - W
OR WHEN THE ENGIN R Z = L'n D EE DETERMINES THAT IT IS AN OTHERWISE UNFAVORABLE WORKING CONDITION. Q 0 OU W
7. FILTER FABRIC SHALL BE MIRAFI 500X OR EQUAL. ~z= J =
CROSS SECTION LIMESTONE, FERTILIt'E AND MULCHING ~ Q W R, O v z~ce
VEE DITCH I I m ~ to Y ~
I 3" WASHED STONED LIMESTONE, FERTILIZER, AND MULCH SHALL BE APPLI fT Z
I I ~y OR RAILROAD BALLAST N M BASE OF DRCH ED W HIN 24 HOURS AFTER COMPLETION OF t~. Z Z SEEDBED PREPARATION, BUT NO LIMESTONE AND FERTILIZER SHA O - W Z
0 0 o I 6 MINIMUM DEPTH) NATURAL GROUND 12" 12" MIN. LL Bf DISTRIBUTED WHEN THE Y O ENGINE R RMI ~ E DETE NES THAT WEATHER AND SOIL CONDITIONS ARE UNFAVORABLE. O W ~ D
1' MIN. SEDIMENT ~ ~ ~ ~ TRAP Q I _QU W
~ ~I Z Z LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY OVER THE PREPARED SEEDBE AN U ~ W D D
o t-' ~ o FLOW-,~, U ( THEN HARROWED, RAKED, OR OTHERWISE THOROUGHLY W RK W d ~ ~ 0 ED OR MIXED INTO THE SEEDBED.
J) ~ m) ~ LIMESTONE SHALL BE APPLIED AT T n- W V~ HE RATE OF 95 LBS./1000 S0. FT. 5-10-10 FERTILIZER SHALL ~ rz
OPTIONAL TYPE "B" 4'-6' o~.l BE APPLIED AT A RATE OF 21 LBS./1000 S4. FT. ~
SILT BASIN ( ~ CROSS SECTION L - - - - 12" THICK SEDIMENT I S' W
TRAPEZOIDAL DITCH CONTROL STONE I ALL SEEDED AREAS SHALL BE MULCHED WITHIN 24 HOURS OF THE COMPLETION OF SEEDING. CARE
i ~ 50 MINIMUM ELEVATION VIEW SHALL BE EXERCISED TO PREVENT DISPLACEMENT OF SOIL OR SEED OR OTHER DAMAGE TO THE ,,,<<ti?? q~~~~',,
I I SEEDED AREA DURING THE MULCHING OPERATION. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR CAR
BY MECHANICAL SPREADERS WHICH WILL PROVIDE AN ACCEPTABLE APPLICATION. AN ACCEPTABLE .~`0~ ~ DATE e~ p~ESS! ~9 ~ NOVEMBER 2001 APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AN c QR ~9
D AIR TO CIRCULATE ~ ; BUT ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION, AND CONSERVE SOIL MOISTURE. MULCH 's PROJECT NO
TEMP RARY ROCK i ` ' O S LT CHE K C TYP EB CON STR UCTIOH E HT RAN CEIEXI T SHALL BE HELD IN P SEAL 4 LACE BY APPLYING A SUFFICIENT AMOUNT OF ASPHALT OR OTHER BINDING : I 5485 Z ~ 0464
MATERIAL. MULCH SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 70 LBS. 1000 O.~ FILENAME
SCALE: Nn ~ SQ. FT. MULCHED AREAS SHALL BE TACKED WITH ASPHALT OR OTHER APPROVED BINDING MATERIA IE~i~ moo' 40464D22.DWG
- AT A RATE OF 200 TO 400 GALLONS PER ACRE. d0 ~ ` SHEET NO
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A K (Y ~ q+r f ~ f, a M~ 8 ` +~t'; C-02 NOTES & LEGEND
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~ : ' w 'dP . pp ~p T !k ' i l C-03 GRAVITY SEWER REPLACEMENT PLAN AND PROFlLE
;h / ~.,y s ~ C-04 GRAVITY SEWER REPLACEMENT PLAN AND PROFlLE
'4 '..y¢ ~ r ~ . ~ .o,} ~ ~ , ~ '.1~~ g~ C-05 GRAVITY SEWER REPLACEMENT PLAN AND PROFILE
~ ~ 'a `,1 C-06 GRAVITY SEWER REPLACEMENT PLAN AND PROFlLE
~ ~"t'' ' ~ ~ k ~ 4 ~ C-07 GRAVIN SEWER REPLACEMENT PLAN AND PROFILE
)f.\ fly r~sv~ 7r ",Y~, ff t.y ~ t C-08 GRAVIN SEWER REPLACEMENT PLAN AND PROFILE
l ~tiJFfctxge ' G ' ~ l~ ~ ,r x ` t~ 3 ~+e ~ ~'r~~ ~ F ( 'f, i Bea _ C-09 GRAVITY SEWER REPLACEMENT PLAN AND PROFILE
f ~ ~ ~ ~'G"~'"~ ! ~ t , C-10 GRAVITY SEWER REPLACEMENT/REHABILITATION
` I 4 . PLAN AND PROFILE
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A - r~~ ~ ~ x_. A r' ED A 8 _ IY r T TAL D ~ , ~ ~ . ~ , . ~ 'e`i f ;nh ,k ,fix C-11 GRAVITY SEWER REHABILITATION PLAN AND PROFILE
i ~ O O ~ ,:~.1 - ti ~t FGf, ~ - . ~ ,4 Si J C-12 GRAVITY SEWER REHABILITATION PLAN AND PROFILE
Y y ~ ' C-14 GRAVITY SEWER REHABILITATION PLAN AND PROFILE
~ ' C-15 GRAVITY SEWER REHABILITATION PLAN AND PROFlLE
~ ~ fi ~ ~ ~ ~~tis?~- C-16 GRAVITY SEWER REHABILITATION PLAN AND PROFILE
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~ ~T', C-20 GRAVITY SEWER REPLACEMENT DETAILS
j r I ~ C-21 MISCELLANEOUS CONSTRUCTION DETAILS
' a~ +;,z ~h' z, %,~''`°a ] ~ ~ C-22 EROSION CONTROL DETAILS AND SEEDING SCHEDULES
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PREPARED FOR PREPARED BY
E A R T H T E C H
CITY OF KINSTON
ENGINEERING DEPARTMENT, 2ND FLOOR
301 EAST KING STREET 2694 LAKE PARK DRIVE 701 CORPORATE CENTER DRIVE
KINSTON, NC 28501 NORTH CHARLESTON SUITE 475
SC 29406 RALEIGH, NC 27607
e Wz~~~ Nw ~a ~ 252-939-3237 OW 2DO
43~ ~§4 ~ 843-572-5600 919-854-6200

a
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N °o °o N N w
O O N SEgUENCE OF CONSTRUCTION LEGEND ~
° AENERAI. NOTES °oo
Z ~ o
S1fM601. A~REVIA'I'14N Y
1.) CONTRACTOR SHALL GIVE WRITTEN NOTICE OF CONSTRUCTION START DATES (COPY 1.) HAVE ALL PRIVATE AND PUBLIC UTILITIES ALONG CONSTRUCTION CORRIDORS LOCATED 0 U
TO THE ENGINEER TO ALL HIGHWAY DEPARTMENTS, MUNICIPALITIES, OR PUBLIC SERVICE AND IDENTIFIED. AL AREA LI z ~ GHT ~ I ~
" ENTITIES WHOSE POLES, WIRES, PIPES, CONDUITS, SURVEY MONUMENTS, BENCHMARKS, s OR OTHER STRUCTURES MAY BE AFFECTED BY THE CONSTRUCTION ACTIVITIES. UNLESS 2.) INSTALL ALL EROSION CONTROL DEVICES. CALL REGIONAL OFFICE OF DENR FOR 0
OTHERWISE APPROVED, ALL UTILITIES, DRAINAGE, STRUCTURES, ETC. SHALL BE KEPT INSPECTION PRIOR TO BEGINNING WORK. ASPHALT CUT AND REPAIR
E OF THE AFOREMENTIONED STRUCTURES SHALL BE REPAIRED OR OPERABLE. ANY DAMAG ~ ~ BC BACK OF CURB
° REPLACED AT THE EXPENSE OF THE CONTRACTOR. KNOWN UNDERGROUND LINES ARE 3.) BEGIN INSTALLATION OF NEW PARALLEL SEWER BEGINNING AT NC HWY 11 (STA. BENCHMARK 3
o SHOWN ON THE DRAWINGS FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE ALL 1 +00) AND CONTINUE iNSTALIATIQN IN UPSTREAM DIRECTION. CONTRACTOR MAY W
KNOWN AND UNKNOWN PIPES, LINES, ETC. LOCATED BY CONTACTING EACH OF THE SUGGEST ALTERNATE INSTALLATION SEQUENCE AS TO REDUCE BYPASS PUMPING, BUT FOLLOWING ENTITIES FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING: SHALL ONLY IMPLEMENT UPON APPROVAL BY THE ENGINEER. BOB BOTTOM OF BANK _w ~
° 3 ~ ~ CB CATCH BASIN
O o a.C. ONE CALL. CENTER 4.) BEGIN CLEANING AND VIDEOTAPING OF SEWER ONES AND MANHOLES TO BE ~ ~
" M a PHONE# [phone] REHABILITATED SIMULTANEOUS WITH NEW PARALLEL SEWER INSTALLATION. SEWER LINES ~~-.._,,..~--m,_.___,w CLF CHAIN LINK FENC ~ ~ ~ E z
W L ~ I M NOTICE OF 48 HOURS. REQUIRES A MIN MU SHALL BE CLEANED AND VIDEOTAPED PRIOR TO ANY REHABILITATION WORK. START WITH ° z o CP CONCRETE PAD o ~
W SEWER LINE BEGINNING AT MH ~50AB (STA. 72+48.52). ~M~. - - CMP CORRUGATED METAL PIPE ~ ~
CITY OF KINSTON PUBLIC. UTILITIES 2360 HIGHWAY 258 S, KINSTON, N.c. 2x504 5.) CONTRACTOR SHALL CONTINUE TO UTILIZE THE EXISTING SEWER FOR SEWER FLOW ~ ? ~
Z W CENTRAL DISPATCHER: PHONE# [phone] AS MUCH AS POSSIBLE DURING INSTALLATION OF THE NEW SEWER AND SHALL MINIMIZE w.~,___..~._....._~.~.. C&G w Y CURB AND GUTTER ~ w
WATER AND SEWER: JOHNNY SKINNER-PHONE [phone] THE USE OF BYPASS PUMPING AS MUCH AS POSSIBLE. U ~a DP ~ o DUMPSTER PAD
° ELECTRICAL: FRANK THOMPSON-PHONE# [phone] ° ~ ~
REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. 6.) EXISTING SEWER AND/OR BYPASS PUMPING SHALL CONTINUE UNTIL A NEW SEWER - - - - EXISTING EASEMENT v v
° SEGMENT HAS BEEN COMPLETELY INSTALLED, TESTED, AND APPROVED FOR USE. ~.~,.1 EIP EXISTING IRON PIPE o 0
a ° THE CONTRACTOR SHALL ALSO EXCAVATE AND EXPOSE ALL EXISTING UNDERGROUND
Y SYSTEMS NEAR THE PROPOSED WORK IN ADVANCE OF TRENCHING OPERATIONS. 7. INSPECT ALL EROSION CONTROL DEVICES AFTER EACH RAIN. REPAIR ANY DAMAGED 3 FH FIRE HYDRANT w w
DEVICES AND CLEAN OUT SEDIMENT FROM DEVICES AS NECESSARY. FES FLARED END SECTION N N
2.) ALL CONSTRUCTION SHALL BE CONTAINED WITHIN HIGHWAY RIGHTS-OF-WAY, ENTS AND OR EASEMENTS ACQUIRED BY THE CITY OF .o EXISTING SEWER OR UTILITY EASEM / 8.) SEED ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
~ KINSTON. NO ENCROACHMENT OUTSIDE THE CITY OF KINSTON EASEMENTS, PROPERTY, FROM THE DATE OF DISTURBANCE, WHICHEVER COMES FIRST. FB FLOWER BED o '~°z
OR HIGHWAY RIGHTS-OF-WAY SHALL BE ALLOWED. ~ ° GRAVEL CONSTRUCTION ENIT~ANCE/EXIT ROAD ' ~ ~ , O O O O
W W 9. UPON COMPLETION OF CLEANING AND VIDEOTAPING OF SEWERS AND MANHOLES, ~~-~°--°~w~-~~°-~~- GR GUARD RAIL o 0 0 0
3.} THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES AS TO MINIMIZE CONTRACTOR SHALL REVIEW TAPES AND RECOMMEND AND PRIORITIZE SEWER SEGMENTS N N N N N N t~ I
IMPACT ON THE SURROUNDING AREAS AND ENVIRONMENT. TREES, BUSHES, SHRUBS, AND MANHOLES REQUIRING REHABILITATION REPLACEMENT TO ENGINEER PRIOR TO GW GUY WIRE N ~ ~
ETC. LOCATED WITHIN THE LIMITS OF THE EXISTING AND ACQUIRED EASEMENTS SHALL BE FURTHER WORK. I I I ~ t~ = HW HEADWALL o 0 0
REMOVED ONLY WHEN NECESSARY TO CONDUCT CONSTRUCTION ACTIVITY. THE CONTRACTOR IS STRONGLY ENCOURAGED TO MINIMIZE THE IMPACT, PARTICULARLY IN 10. ENGINEER AND CITY OF KINSTON SHALL REVIEW CONTRACTOR'S R HEDGE
} ECOMMENDATIONS BUFFER ZONES 1 AND 2 AS IDENTIFIED ON THE PLANS, AS TO MINIMIZE THE CITY OF t
AND SELECT/DESELECT SEGMENTS AND MANHOLES REQUIRING KINSTON S MITIGATION REQUIREMENTS. THE CONTRACTOR SHALL ABIDE BY ALL NEUSE INV INVERT m m
REHABILITATION/REPLACEMENT. RIVER BASIN RIPARIAN BUFFER RULES (15A NCAC 28.0233) AS IT PERTAINS TO Qww3
CONSTRUCTION ACTIVITY. 11.) COMPLETE INSTALLATION OF ALL NEW SEWERS AND REHABILITATION OF EXISTING `~M„~ MSB MASONITE SIDED BUILDING ~ o o = Cr
SEWER LINES AND MANHOLES. I MW MONITORING WELL ~ w z D D U Q v
4.) PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR ~ OVERHEAD ELECTRIC
SHALL VERIFY THE BEGINNING, ENDING, AND OTHER CRITICAL (PIPE AND CREEK 12. COMPLETER UIR EQ ED INSPECTION/TESTING OF NEW SEWERS AND REHABILITATION R_~..~.. _.u PLP PLASTIC PIPE
CROSSINGS, ETC.) ELEVATIONS. WORK. REPAIR ANY LEAKS OR DEFICIENCIES AND RETEST AS NECESSARY.
;;a.. = PVC POLYVINYL CHLORIDE (PVC) PIPE
a o 5.) UPON COMPLETION OF CONSTRUCTION ACTIVITY, LAND-DISTURBED AREAS SHALL BE 13. PLACE ALL NEW SEWERS AND REHABILITATED SEWERS INTO OPERATION. w W RESTORED TO THEIR ORIGINAL CONDITION OR OF BETTER QUALITY THAN EXISTED AT THE
START OF THE PROJECT. 14.) REMOVE TEMPORARY EROSION CONTROL DEVICES UPON ESTABLISHMENT OF I~...~ PWB PORTABLE WOOD BUILDING
PERMANENT GROUND COVER. PP POWER POLE
6. CONTRACTOR SHALL CONSTRUCT GRAVEL ENTRANCES/EXITS (50 LONG MINIMUM) AT
ALL PUBLIC ROADS WHERE CONSTRUCTION VEHICLES WILL ENTER/EXIT CONSTRUCTION PP/Tl. POWER POLE TRAFFIC LIGHT / W
SITES AS TO MINIMIZE OFF-SITE TRANSPORTATION OF SEDIMENT. VEHICLES SHALL BE - - - PROPERTY LINE
WASHED DOWN PRIOR TO EXITING THE SITE IF GRAVEL DRIVE BECOMES INEFFECTIVE. - - PROPOSED EASEMENT
SEE DETAIL, DRAWING C-22. F
7. IN AREAS INVOLVING ROAD CUTS THE CONTRACTOR SHALL BACKFILL WITH PLOWABLE PROPOSED JACK AND BORE i-----I
CEMENT GROUT OR AS PER NCDOT SPECIFICATION. FINAL REPAIR OF DISTURBED AREAS
SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF CONSTRUCTION L _ _ _ J PROPOSED JACK AND BORE PIT
ACTIVITY IN THIS AREA. MH PROPOSED SANITARY SEWER W/MANHOLE
~ ~ ` RCP REINFORCED CONCRETE PIPE
8. EXCAVATED MATERIALS SHALL NOT BE STOCKPILED ON ROADWAY PAVEMENT. 1.) ALL EROSION CONTROL DEVICES SHALL BE PLACED PRIOR TO ANY LAND-DISTURBING ) ACTIVITY IN ORDER TO PREVENT EROSION OF SEDIMENT INTO THE ADKIN BRANCH, R/W RIGHT-OF-WAY
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC IN NEARBY WETLANDS, PONDS, OR DITCHES. CONTRACTOR SHALL STOCK PILE EXCAVATED
) ACCORDANCE WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL MATERIAL ONLY ON SIDE OF NEW SEWER TRENCH AWAY FROM ADKIN BRANCH. RIP RAP WITH FILTER F = ABRIC
DEVICES, LATEST REVISION, AS PUBLISHED BY NCDOT. f}-SS 24- MH SANITARY SEWER WITH MANHOLE AND PIPE SIZE F..
2.) ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN {za Z
10. ALL ADKIN BRANCH AND/OR DITCH CROSSINGS SHALL BE RETURNED TO THEIR ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA EROSION AND SEDIMENT -O-SS MH SANITARY SEWER WITH MANHOLE AND ASSUMED PIPE SIZE
ORIGINAL CONDITION OR BETTER UPON INSTALLATION OF SEWER LINES. EACH CROSSING CONTROL PLANNING AND DESIGN MANUAL, LATEST REVISION, AND SHALL REMAIN IN PLACE SHRUB ~
SHALL HAVE THE ADDITION OF FILTER FABRIC AND RIP RAP PLACED ON EACH SIDE AS UNTIL THE AREAS THEY SERVE HAVE BEEN PERMANENTLY STABILIZED. SHOWN ON THE BRANCH CROSSING DETAIL, DRAWING C-08. ~ sIDEWALK
3.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL
11. ALL EXISTING RCP, CMP, ETC. STORM DRAIN PIPES THAT REQUIRE TEMPORARY DEVICES PERIODICALLY AND AFTER EVERY ERODABLE RAINFALL. ANY NECESSARY REPAIRS SIGN
REMOVAL FOR INSTALLATION OF THE NEW SEWER LINE SHALL BE REPLACED IN ITS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SILT FENCE W
ORIGINAL LOCATION, ELEVATION, & SLOPE EXCEPT AS WHERE NOTED ON THE PLANS. SHALL BE MADE IMMEDIATELY. S81
EXISTING RIP RAP SHALL BE REPLACED ANO NEW RIP RAP ADDED SUCH THAT BOTH SB SOIL BORING
ENDS OF EACH REPLACED PIPE IS PROTECTED AGAINST FUTURE EROSION DUE TO STORM 4.) NO DISTURBED AREA SHALL BE DENUDED FOR MORE THAN FlFTEEN WORKING DAYS SLS SPEED LIMIT SIGN
PIPE FLOW. ANY EXISTING STORM DRAIN PIPE THAT BECOMES DAMAGED BY OR THIRTY CALENDAR DAYS, WHICHEVER COMES FIRST. PERMANENT SEEDING SHALL BE CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH NEW AT THE EXPENSE OF THE DONE WITHIN THIS TIME PERIOD.
a ~ CONTRACTOR. ! TB TE LEPHONE BOX/PEDESTAL
5.) IF DURING CONSTRUCTION ADDITIONAL EROSION CONTROL MEASURES ARE FOUND TO TC TERRA COTTA PIPE
12. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES WITHIN THE LIMITS OF BE NEEDED THEY SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER. J
CONSTRUCTION THROUGHOUT THE LIFE OF THE PROJECT. TREE Z QO
TSB TRAFFC SIGNAL BOX Q
13.) DRAWINGS ARE BASED ON PLANIMETRIC AND TOPOGRAPHIC SURVEYS PROVIDED BY: U~q - TOB TOP Z I- Z
THE EAST GROUP, P.A. OF BANK p _ ~ W
P.O. BOX 7305 TOPOGRAPHIC CONTOUR LINE "2 - ~ Z m
324 SOUTH EVANS STREET o U ¢ W UNDERGROUND ELECTRIC LINE f- Z 2 J
GREENVILLE, NC 27834 ~ Q W
[phone] UNDERGROUND GAS UNE Z ~ ~ D
~ _ - m ~ Z •~T- UNDERGROUND TELEPHONE LINE Y I-
14.) ESTABLISHED BENCHMARKS SHOWN ON PLANS SHALL BE USED BY CONTRACTOR TO ESTABLISH HORIZONTAL AND VERTICAL CONTROL THROUGHOUT THE PROJECT. WZZ
BENCHMARKS ARE LOCATED AT THE FOLLOWING LOCATIONS: U11LIlY EASEMENT - i-?.! N OY~
N M O O O M.._~... ; W ~ WATER LINE ~ W
W W w HORI ONT CONTROL Z Q U WM WATER METER - ~
BENCHMARK "1" NC HWY 11 DRAWING C-03 U Z
BENCHMARK "2" NC HWY 11 DRAWING C-03 WV WATER VALVE W 0- aw
wEnAND
VERTICAL CONTROL ;_.;~,~.~~..YY„~
BENCHMARK "A" NC HWY 11 DRAWING C-03 WOODS LINE
BENCHMARK "C" QUEEN ST. DRAWING C-09 • ZONE 1 BUFFER
BENCHMARK "B" HERITAGE ST. DRAWING C-12 BENCHMARK "D" CAREY RD. DRAWING C-18
- • • - ZONE 2 BUFFER o'`' ~1 CARO o` 'L ~ ~ p~ DATE
BENCHMARK DESCRIPTIONS, ELEVATIONS, COORDINATES, AND DATUM ARE SHOWN ON THE E5~1 y NO ER 01 ~ ~ 9 VEMB 20
PLANS. l • PROJECT NO
SEAL NORd z 6485 z 5 40464
15.) CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS AND/OR ORDINANCES ALL EXISTING STRUCTURES, CONTOURS, ~ FILENAME
TO THE EXTENT THAT SUCH REGULATIONS DO NOT CONFLICT WITH FEDERAL LAWS OR IDENTIFIED UTILITIES R ETC. ARE SHOWN IN .,~0 ,FygpIEE v~. 40464C02.DWG
REGULATIONS. GRAY. %~0 JO SHEET NO

WZ~~~ ~nwaQ3 ~aaoo DRAW?NG NO
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2

m » » 0 NOTE 0 0
CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
N CENTER OF EXISTING MH 15AS NOTE ° # FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I i ~
° NC STATE PLANE COORDINATES BENCHMARK "A" CONTRACTOR SHALL BYPASS PUMP EXISTING N N 556,549.20 SPIKE IN POWER POLE ON WESTERN SIDE OF SEWER FLOW TO ALLOW fOR THE INSTALLATION r°~ o p
° OF NEW SANITARY SEWER FROM STA. 1 +00.00 Z E 2,426,779.53 NC HWY. 11 NORTH OF THE ADKIN BRANCH N.C. ONE CALL CENTER I I o PHONES 1-800-632-4949
TO STA. 5+58.89. BYPASS PUMPING SHALL ELEVATION = 49.00 M,S.t. CONTINUE UNTIL NE ER IS APPROV D REQUIRES AMINIMUM NOTICE OF 48 HOURS. Y
v W SEW E 0 3: FOR USE. I 12 U
N i !1 PLACE CLASS I RIP RAP WITH CITY OF KINSTgN PUBLIr. U LrrjES z
EXISTING 21 0 SANITARY ~ ° SILT FENCE TYP. ~ ) SEWER SHALL BE R EMOVED FILTER FABRIC ALONG BRANCH 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 I I a
,4= (SEE DETAIL, DRAWING AS NECESSARY, REMAINING FROM TOP OF BA ~ NK TO TOE OF CENTRAL DISPATCHER: PHONE# [phone]
° ~-,d, --ss----- - ss - - - _ _ _ ss _ _ _ ^ C-22) SEWER TO BE ABANDONED ~ BANK (SEE DETAIL, DRAWNG C-21) WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone]
w 0~ -SS---___S o ~4s:~; s ss - _ _ _ _ IN PLACE. ~ -ss -----ss--__ ELECTRICAL: FRANK THOMP50N-PHONE# [phone]
anti 1 ~ --ss---__-s - REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH.
a ~ ~t ~~1 ;fi s- - --ss------s ~ ~ a ,J s -ss------ss-_ EXISTING >
OPEN CUT AND REPAIR _ _ ~ MH 15AE ~ Iyl -SS ----SS------ - - # O - ~ SS- --_SS______ r TOP - 46.59 O
3 t i :qa t~ ~ k'5.~.,....rt,.r#,rf~,~, ' d~ 5 a o ~§.1~~1 ~ a _ ~,,,,~_..e,-~ p APPROXIMATELY 150 SF OF M ,~v SS SE INV OUT = 38.34 W
~3 ~ r4 t 1 ~ 3~. ~ j ~F~ i } ~ U~l .i iA • ,.h. ~ N M ° i E I ,~d.°~ ` ° EXISTING ASPHALT AND 35 EXISTING MH #15AJ ~ w INV IN - 37.84 Z O p TO BE ABANDONE 'sc~ NE INV OUT = 37.99 ~ ~ 5~ a w z
w.._..~-...~ w ~ ~ 4~ sus, a, t _ _ M~~.-. _ ~A..A~~.~~,~.~..~.4.~,~.,~ a . LF OF CURB AND GUTTER ,.c, tr" ( D) v~ ~ 5 O ,~~a~,.~a _ ~ _ +i EXISTING MH #15AH Z p 1 TOP - 46.83 r~ f~i., o ~
~ a~ -~._A - ,~t ~ SEE DET , ; ~r+,~3~ - ~ - _ ~.s~,` ( AIL, DRAWING C-21) ' ''i~ ~ tE l Co: , E. !IFS. .w„, „ ~:~>..4 n,„;~,,.~:.~,,,, . _ , :a.,. ~w"'..~~,,,,~,,.~w,~...9~,~}' j g ! } E ~ } t' r SE 21"INV OUT = 36.4 7r ~ ~ + I- -
~ i ~~,~~1 ~ t .rl t .t °7 ff ,A ~':'v e.. ~~';°,y°`° +a~„° '°"~...'4r°,.i+L15~/1,~ f D d,l•~a"+~ ~ F i VI } ~ l~ } i ~....~+.n.~,.°M".:wwaM.'.'.w.,w,.,w~.MU..mmaru i"~'~*. .°.,w".°."°' - E^ p ~ { SW 18"INV IN - 36.94 f r~" ~Y.~E:P P'~ ~ ~
.~ueaexa H i,i ,t ` t t ~ 1 - ......................s..,.«... -"i`• ~ „,~-•:~,„`Wd,~x:.°y~~<:.~ ,~m:aarc.r~n=-u: ..,n.,~,.,k~;'~ NW 18"INV IN 36.68 t ~'„''~-'j-.•' U Y ti°.""' ~ u~.;... 'tai ~„,,Y,,p•.,,M,~....~~.~(. ~,„,~.~~~...'4..n.,h,.~,... b.h,•~,r~ ~'~rers "~F~, ~ .._~`^,~y^ .7~..~`..' ,.w ~ ~i.
~ tt. ~ V~ t ~a ;4 Ste. ...T.-_ yv.,,.~.~~.,,,,~.°~..,.,~.e..~...T..., _..,.~r-, u`3~1~' ._..m`-~Sa""~^ - Syr
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a !'l w° ~ ~ryz~ ~t 4l - _ _fy;~. a.~._..__~... _.'.._~~._...w:_°.r ,..,d;.:'~~.... / ~=1! ;~91t _ ?-p...._::W` I4 I ,I~~~ ~ .,N.,
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ww EXISTING &9.c rn 6_. t : ...w ~ht~~N - ~~,ir ~ Mo. ,1" ~ O O O O •.~..1 -~.~-,_...~.,~;..,r~t~"`~„~,`#~";~. ~ 1~", i 3 Y~'~'""y""~~~,.,~ `~.~j ` , C ~A ~r%°!r M,~ O O O O
~ ~ MH #l A '~a ~ _ ~.T.:~ ..~~.~::a..,....... ~w.~` ! r,0~,~ ..,fir-,~ ~ ~ t TOP = 47.09 ~,~i " ..~I.~-.~ ,.;r~~' ~ _a _ _ ~ . ~ ~ ,d ~ ~ I I I
a i a~. rt.. 1~. ~..._._,._m....._...,_~5_ T_....,.",::._.~.. rev GRc~ r ,,--;,a ~"~e~ ~ ~ w E NW 24"INV I = 1~6 t~ t;, t 'N 't ~fld~hC~ „ti N 35.04 ,,,~y~ u;~~ ,1~; ~ i ~ 00
_ ~t t kl t i Y..--.., fXIS+.E~~v - r SE (24°) INV OUT - 34.84 , i. ~41 t~ ~ ~ ~ - g?t~f-~vA. r ,.~~rt3 .,,~a R/~d - `1 _ x . ~ ` ~ . ~ Gnu ~ I ' F~ ~ . 1 i ~ O N , `fir • I I I i
NE INU IN - 37.69 , ~ ~t~~, ti ~ ,0~~. ,a ~tC,~ 1 f / .~4~ ° i., ~ E 4~t° NEW MH 1 R- ~s , a d ~ arf ' ar e~ NEW MH 15AN-1 .,~.~~ruNaS,. ''~~z ~ 0 0 0
x t t t~M ~ ' / STA. 2+78.56 ~ 3°'.~ ~ r~ i~~t' ~ ta, • i ,.t~z °,sq.~ ~ ~ °°'~~.~tJ~a ~ F~ ' STA. 5+58.89 ~ ~ ~`~v' ~~"f ~ a^ rt• /
3 't :a s ',~`i , tdy,A~ n~ ~ ~ ~ ~ ; / :r ~;v> ~ (TIE IN EXISTING , ~ - / t ~ ~ ' U ,
8 ~ I 4G ` ~ ~ , ~ . / SEWER SERVICE) ~ NEW 8"~ DI SANITARY c; , o w w 3 ~
y~ / EXISTING MW ~15AN -11-6666 i ~ 300= SEWER. TIE TO EXISTING NEW MH 15AH-1 ~
4525 ENTS INC ~ E~:' ~ (TO BE ABANDONED) , OLE INVESTM ~ ~ ?zs, ~ C CONTRACTOR SHALL CONSTRU T zrnYa ~ MH #158A. ~ a w = a
POOLE & FO ACT g A tF, ,,,s ~ (SEE DETAIL, DRAWING C-20) Nv,,Y TR ` 1 / TEMPORARY GRAVELED CONSTRUCTION ~ ~1 s 3.~~; `t TOP = 47.91
i ~ t"'` ~ ~,l ' ~ ~ ENTRANCE~EXIT (MINIMUM 50 LONG . NW 21"INV IN = 37.35 ~ ~ / ) t 5331 ~ ~r a~. ~ 4525.11'67- ANY
'i 1 ~ ~ TYPICAL THROUGHOUT PROJECT. sE 21°INV our = 3s.o~ i ; ~ ~ r PROPOSED 25 TEMPORARY NOLAND COMP l ~~puuut~~~~ ~
~~w ;~a, ~ ~ ~ SEE TYPICAL DETAIL DRAWING N INV IN = 3s.os ~~=r.-- ( ~ " EXISTING MH ~ , ~t ~~i CONSTRUCTION EASEMENT EXISTING 8 0 1 r ~ ~ ~ - 0°''1~ OARO :XISTING MH #15BA ( ` iC NEW MH 15AJ-1 ~op~
v ° FROM EXISTING UTILITY C 22) TO BE REHAI EXISTING MH #15AR + ( SANITARY SEWER ( w w 11a' ~,/fi / d TO BE REHABILITATED) ~ q
STA, 1+00.00 "r,..'~ EASEMENT) _ -gp14 TO BE ABANDONED', STA. 5+58.89 ( ~:,a E TOP = 44.33 iTA. 5+58.89 34.56 R OFFSET NEW 18 ~ DI SANITARY ~ 1 ~ ) ;
TO BE REHABILITA D = ~ ~ 4525-~~ s7 Y INC IN PLAC " ` rr OLAND COMPAN _ ,1 ~ ~ r raP = 44.33 SEWER. TIE DIRECTLY TO = SEAL ~ ~ INV OUT = 37.76 EXISTING SEWER THROUGH Z 6485 Z
MH TOP = 47.35 E WELBORN S INV OUT - ~;x~, t 1; ~ C p RICHARD PLAN VI NW 21"1NV IN = 35.25 i ~ Y 11 LOT 9 3 EXISTING MH #15AJ. ~ p~;
SE 24"INV OUT - 35.25 .t l', ~ r'.~ ~ " " ` , , .,?o ~ ~ ~ i ~ ,~CII~E
0 ~ o ~ JOE ~o`
TIE NEW 24"~ CENTER OF EXISTING MH #15AR HORIZ. 0' 20' 40' 80' SANITARY SEWER TO NC STATE PLANE COORDINATES ' n oar" ~ EXISTING
EXISTING MH ~15AR N 556,643.61 VERT. MH #15AK
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Z ZZ ~
WW - ~ _ _ PROJECT NO
- w w w 40464
1 +00 1 +80 2+60 3+40 4+20 5+00 5+80 4 FILENAME 6+60 7+40 8 20 9 + 40464C03.DWG
00 9+80
SHEET NO 03
PR FIL E VI ~~tAwbe wzwFC~ cnw~a3
~aaoo ~e~~~~ DRAWING NO
3

° UTltJTY NO'11E: 0 0
" RIP RAP NOTE CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N FOR IDENTIFIING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. I I ~
° PLACEMENT OF RIP RAP HAS NOT BEEN SHOWN AT STORM PIPE 0 r°~oo
" LOCATIONS THAT MAY BE DISTURBED DURING INSTALLATION OF 0 N.C. ONE CALL CENTER I I
THE NEW GRAVITY SEWER. THE CONTRACTOR IS RESPONSIBLE o PHONE# [phone]
z FOR PLACING RIP RAP IN THESE LOCATIONS. RIP RAP, HOWEVER, IS SHOWN ON THE PLANS WHERE THE CITY OF REQUIRES A MINIMUM NQTIGE OF 48 HOURS. I I =
0 EXISTING MH #15AH KINSTON HAS SPECIFICALLY REQUESTED PLACEMENT TO PREVENT U
N EXISTING (TO BE ABANDONED) FUTURE EROSION 4F THE ADKIN BRANCH WHERE EXISTING CITY OF KINSTON PUBLIC UTILITIES z
MH #15AE TOP = 44.65 SEWER LINES ARE LOCATED• THE ABOVE IS TYPICAL 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 I I o CENTRAL DISPATCHER: PHONES 252-939-3282
EXISTING MH #15AJ NE INV IN = 37.4s THROUGHOUT THESE PLANS AND IS ONLY NOTED HERE TO WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone]
SE 18"INV our = 3x.74 REMIND THE CONTRACTOR AND REFER HIM TO GENERAL NOTE ii NW 18"INV IN = 37.13 ELECTRICAL: FRANK THOMPSON-PHONE# [phone]
11 ON DRAWING C-02. 0 REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. 3
o p w
a O EXISTING MH #15AG W w Z - ~
W TO BE ABANDONED ~ ( ) 2 Ca PLACE CLASS I RIP RAP 3 ~
o , _ SC.~ ' ~ / TOP =46.50 o . SE 18°INV OUT = 37.15 SILT FENCE lYP ~ WITH FILTER FABR I ~ ~ IC N O
N ~ U ~ - ~ ) ~ ~ r~ ' SS , ,x~;~ NW 18'INV IN - 37.30 ~ a ,TYP} DITCH FROM TOP OF EXISTING MH #24A ? ~ v. ~ BANK TO TOE OF BANK TO 8E ABANDONED F- ~ ~ a
~ ) z _ (STA. 16+20 TO 16+40) TOP = 48.59 d z ~ ~
~ ~ v / ~jz~' AU alw ~ , ,~,,1 rr SILT FENCE TYP NW 18"INV IN = 38.34 O ~ } = Q Z ~
frh , pp i % , q..-"v1.s f } ~.1~•'~~,..~ _~a~,.~.--`".~r~" r"a:~~l.~°.::"-..ti._~....«.....- ~~...r. NE 12"INV IN 38.64 U Y gc;}~=. SE 18"INV OUT = 38.34 W
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K -.•vc a':-" .o.. "'r„A°.-.'Y.~_.i.. w..""'-.^..-,-.:.'~»~. _ .m „x~.wc-a.m.- ~~vm=r^.^: -:`..=m:._...."~"u.wwC:...„„ :W'"""""'° ~'^.<,~;y 1
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r S83 ._..,.~a w ~ , ~ , . W ~'~_._T < A~w. ~U' L'TG_!'~Y Ea~,S~~..~1Eiw'T ~,w v~v ~SF.~~s 1
'a . --_-.~.w. ~ ~ { ~ Y C~TI€~.ii'Y E ~15E1~?V~.NT , `s F _ ~ Y `Y'~'-~ 1`~`r~` '~~r`~ - a S~ 4t..,' > ~9~ nC. "'tz;~,' ° r `k a. fir.., ~ w ~'c,.. Y,- r J°c y'»..~ G± , -'~f °.mmw~ ~t7_ t+ es~~i~`~:a.~ 1~~,.... ro ~I ~ - - 19 E~ ~3 ~ r,,{ ~ VP, - lac ~ z ?t+r+-m Sh1.n. -v i ~ 9 (~T b Y ~r J'~~~~~~R r•; , ; : ;p i ~ ° ~ fi
ter' ~v w._- ~r ~ ~ f ~ ~C - W ~ ~ ~ - . _ F F 9 u~ ~ ~ f 1;^ rn t r... L ~I Y ~r~~ryj~( ~ F~E ~ ~w ~'3 t.. 1,, ~ i d e, i (14 DER .
. "5.:.. ~ ^ ~ T~w.~St ~ ',7~ .Yr ~ e ~ r. ~ ~ ~ F ~ mow. F 41 ~ Y1 ~ ;"r?.' ~ Vs _ • fit. i. ' _ - r~j~~.,~ ~ I ~ ~ ~ 0 ~ r ~ 1 1 f
• . , . •~e_ .y , _ .-4b PROP~D'2~ •TEMRDQARY CONSTRUCTION EASEMENT . r~, • • r- / , . • • • . _ - (FROM EXISTING U~ILITY~SEIyi N~. iEMENT-~~ l ~-•_.-_~s3~~; ~~fitis~fa'r;~ turn ~ r.~~r~~F'.u~` ~j~ _ ~ . _ . w rf N N ~ . 7~r.~~y ~a lk i~ taa f~ ~ ~ ~ I . ZONE 2 BUFF ~ ~ K ~r~ _ ~ ~ ~ 00
~4 qtr ~ N
-`~~w~-+ Zti~ 1 f 1. - - - ~~A~ }~yi 4r~.~~ r..e'dC~~1s.P g ~.~F'G~;~p r ~ ~f 0 N ~
{,/r,`7r7 r b:~ fi ~ ~ l" • '.1.~ ~iY ..b / {p "H~ ~44~Z 4„ d I f I O r • . ~ l
\ ~ ;nv " "i.7 ti, ~ Timntil'i~% 0947 l?~~ ~ ~ 4525-67- MMETT .~.~~;:.TL.1~1~i1~_. i r • e~~ o
~«r, N NEW MH 15AH-1 1 f~ AIN JAMES HA If J 6 IT AVE r ' a.,,'a 1 I
STA. 10+29.82 1.' , SUMM • • NEW MH 24A-1 ` '~i° = m m 3
\ 1 ~ _ NEW MH 15AG 1 ;y 1 x ` ti.~: ifi, , z N Y p, a
\ STA. 12+43.42 EXISTING MH #15AK CONTRACTOR SHALL EXERCISE OC W 2 d 1 ~ 0 0 0 Q
~ { ~ (TO BE REHABILITATED) EXTREME CARE IN VICIN{lY OF . 1
_ TOP = 47.40 - ~ WETLAND TO PREVENT NEW MH 15AJ 1 ~ ~ sw INV OUT - 38.28 DISTURBANCE. ' tii~.9t.L 5C ~ ~ii,Tt, ~ lltltllil/flf
NEW MH 15AG-2 ~r~~;4,. G.,~rw~~;1;at ~ o°`` CAR I
1 STA. 15+87.0 ~y+~ ~'L'a ~ ~ p~ESS q
O O ~ ; EXISTING 12"~ SEWER ~ ~
SHALL BE INCLUDED IN ~ = SEAL = i~$
i ; z 6485 z CLEANING, VIDEO TAPING, ; ~ a
~ PLAN VIEW AND REHABILITATION ~
~ ~ WORK. APPROXIMATELY v~`~ 318 LF. ~ JO `6 ~~o`
EXISTING 10"~ SEWER SHALL HORIZ. 0' 20' 40' 80' EXISTING MH ~24B ' f t t t"'`
BE INCLUDED IN CLERNING, (TO BE REHABILITATED)
VIDEO TAPING, AND VERT. 0' 2' 4' 8' F 06'46-0~
REHABILITATION WORK. SCALE
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- p - o - ~ _ PROJECT NO
- WWW - WW - W - w _ o - w 40464 w
4 - - 4 FILENAME
11 +40 12+20 13+00 13+80 14+60 15+40 9+60 10+60 16+20 17+00 17+80 ` 4o464co4.DWc 18+60 19+40
SHEET NO
FI PR LE VI 04
K~54W~ WZ WF C7 ~W~a3 DRAWING NO
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_

U11L~TY MaTEa o 0
CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES N N
FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. ~ ~ ~
M O p
N.C. ONE CALL CENTER ! o PHONE# [phone]
REQUIRES A MINIMUM NOTICE OF 48 HOURS. ~ ~ _
U
CITY OF KINSTON PUBLC Ul'ILTIF_S z
2360 HIGHWAY 258 S. KINSTON, N.C. 28504 ~ I o
CENTRAL DISPATCHER: PHONE# [phone]
a ii WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone]
~ ELECTRICAL: FRANK THOMPSON-PHONES 252-939-3288 REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. 3
W W w
Z ~ EXISTING MH #24AS EXISTING MH ~24AR Z w~
EXISTING MH ~24A ~ (TO BE ABANDONED) (TO BE ABANDONED) EXISTING MH 24AP ~ C ~ ~ ~
+ TOP = 49.08 TOP = 49.73 ~ ~ NW 18"INV IN = 38.90 NW 18"INV IN = 38.83 TO BE ABANDONED ~ ~ ~ ( ~ O ? ~
N~ ~ ~ ~ ~ SE 18"INV OUT = 38.71 SE 18"INV OUT = 38.80 TOP = 47.89 ~ ~ Z
Q SILT FENCE (TYP) SILT FENCE (TYP.) NW 18"INV w = 39.77 SILT FENCE TYP. H N z ~ ) ~ - NE 10" INV IN = 41.14 O Uf
~ NEW MH 24AR-1 SE 18" INV OUT = 39.76 ~ Z ~j O ~yj
STA. 23+47.11 r~-.,.~.,~,,,. _a..,r~___-.. F= Z ~ _......-.._...-.w~..~...,..._~._._ , . ~ _
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rt{s d~~. ~ t~ ~ INtV N.1" TS '.•~~,~..1y~'`~ S~ 1 S l , '"Z'd~4 6 1 ~~µd ~'A~¢ ~-~'7., P~~ ! '~'V~ S ~~~'l~ Y ~ ~d b 3 t"`~~"~' ~ 4 ~ ~.ACf # 50--2 °A~'!'i,! i i I ~ t r.: ~ `
~,>v4J~:~ , I„~. a ZONE 1 ~ ~ • • ~'T~~~~=a~ , , , BUFFER _ _ . - . - V'',' . - . • • _ . - . _ . ~ ti~ y ~V ~ N,T,{s! s~l3iCCr??V~ U ly,. tN'4;' E~~~ - `}~#k~~~.~~ ~ ' ~ ~ Z
.t ~ i 1 1 ry.~ i e Jd~a Fa! J -rrL'..,~19 ~o ~1\
TwI ~ . ~ ~ ,0"i,;P a . ~ ' 1~ . , _ • E 2 BUFFE f' ' • • , PROPOSED'2~ TEMPORARY •G4~J TRUC110N EASEMENT ~ , , '...7` - 7- I ~ ; I y~+et~"".' ' a'~.`l ' f N N N N
c - aMt~, FROM EXISTING UTfU SfMEN ~ / 1 ke='~ t1. ~G~'S 121 z~' G~?' „~3" STS' I
f;ks~~..~ ~~'s~`~SE.l3_.. .0f ~ r' 1 Nc_ i~V - 4.r~.6S ~ / i fri t ; . , F.~ is 1 E ~ J . . O O N 24" ..SAP ~ Ipw;~ '\4
rr~~~ Pr,l u;,.;~TEt~IJNC, - vy, ,7w~ * I. J VA_ / t n rd. s.i~~ ~ / > I '~`~';~41~a!~ Rile P„P ..A I % NE INV = 4ta.9~ t~ ~ ` 4525-58-3835 1 I I ^^tt N N 01 ~ IsdY 411.'31 i!~+i' a. 43.rJ~T ~
~ ~ L . ~ ~ 1 I f~"'<~~Tt_AE1G • ~ ~iiM i"NV = 40. ~ 8 H ~ f N iNv = 4t3.~h 4525-58-3779 INGRAM COLLINS JR & R~
y1~ ~+~tfi; t I I ADIEM DAVID & ` MARY L ~ ' 4525-58-2945 ; 4525-58-3783 ST UR STADIEM TRU 1300 HYMAN AVE I ;II ADIEM TRU t
r ~W `s~1V - `~~'.•?6 "x' ~ 4525-58-6691 . . .,,E 5.4` Cr~~: M DAVID & ARTH STADIE AVENUE I ~ STADIEM DAVID & ARTHUR ST + O HYMAN AVENUE THUR STADIEM TRU I ; 1302 HYMAN / = 0] m - AR OT 42 u, r i ~ 3
tjC Iq?'~? 4('s>8~ GAIN JAMES H 5;,,= ~N+~ w Pft'.31 SUMMIT AVE ~ p W W s~ HYMAN AVENUE L ' I it TC~R 4~i.w.8 ~ 3 p p Z o+
I SILT FENCE (TYP) I I ;~1'~~`=f~3,13 ' ~ I / Z to `1 Q. n~''.
NEW MH ~24A-1 ~ CONTRACTOR SHALL EXERCISE / i• EY w 2 d I p p w I I U Q
~ EXTREME CARE IN VICINITY OF I
I nr~`+"rNl~ ~ WETLAND TO PREVENT DISTURBANCE. I i iI
i ~4;a~ih~ „t>,1,.~ru I t~~i NEW MH 24AP-1 ~ ~ ~~~~~""""'~a,, I c a~ , STA. 27+63.67 I ~N a( ~
~ ~ M. ~3 ~ N 00 I p~ /y% ~ L ,off HESS
~K Q~ ~ ( ~ M EXISTING 10"~ SEWER SIZE
6~4 ~ I I ~ w ASSUMED) SHALL BE INCLUDED I = SEAL ~
O IN CLEANING, VIDEO TAPING, AND = 6485 z e ~ ;y O;
P N EW REHABILITATION WORK. EXISTING MH #24AN r~,
I - - (TO BE REHABILITATED ~IEE`~ v.~'~ ,t W TOP = 47.06 ~ p~
HORIZ, 0' 20' 40' 80' SW 10" INV OUT = 41.95 ~4,~OE p~~, n n~a
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J F- N ~ ~ DATE NOVEMBER 2001
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- - - PROJECT NO - w w w 40464
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CONTRACTOR SHALL CONTACT EACH OF THE FOLLOWING ENTITIES I I F
N O O FOR IDENTIFYING LOCATIONS OF UTILITIES PRIOR TO ANY DIGGING. M a o
N N I of N.C. ON~~1LL CENTER
O Z PHONE [phone] Y
7 O I I = REQUIRES A MINIMUM NOTICE OF 48 HOURS. ~
JACK AND BORE 20 ~ DIP INSIDE
N OF 80 LF OF 30" O.D. STEEL CASING I I ~ CITY OF ~INSTON PUBLIC U Ljl ITI S o
WITH 0.438" MIN. WALL THICKNESS 2360 HIGHWAY 258 S. KINSTON, N.C. 28504
(SEE DETAIL, DRAWING C-20) 0 CENTRAL DISPATCHER: PHONE# [phone]
WATER AND SEWER: JOHNNY SKINNER-PHONE# [phone]
0 ELECTRICAL: FRANK THOMPSON-PHONES 252-939-3288 3 REQUIRES A MINIMUM NOTICE OF 24 HOURS FOR EACH. w
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I NOVEMBER 2001
_ PROJECT NO
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4 4 FILENAME
32+20 33+00 33+80 34+60 30+60 31 +40 ~ 35+40 36+20 37+00 37+80 38+60 40464CO6.DWG
+00 29+80 29 SHEET NO 06
PROFILE VIEW
~z~~~ DRAWING NO
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D D N M O p
0 " PLACE CLASS I RIPRAP N.C. ONE CALL. CENTER ~ Q
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y Nw 18 INV IN - 41.94 ° NE 10 INV IN = 42.76 CURB AND GUTTER, AND 50 SF OF (STA. 42+65 TO 42+85) J 2360 HIGHWAY 258 S. KINSTON, N.C. 28504 0
SE 18"INV our = 41.94 CONCRETE SIDEWALK CENTRAL DISPATCHER: PHONE [phone]
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W Z ELECTRICAL: RA K THO P - - - W F N M SON PHONE# [phone] Z
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F- ZZZ O z PROJECT NO
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4 4 FILENAME
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p,O? wAT -I r G
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October 2, 2002
City of Kinston
Attn: Mr. John Jarrell, City Engineer
PO Box 339
Kinston, NC 28502
DWQ Project No. 02-1003
Lenoir County
Subject Property: Upper Adkin Branch Outfall Rehabilitation/Replacement, Kinston, NC
Adkin Branch [03-04-05, 27-79, C Sw NSW]
WAIVER of the 401 Water Cluality Certification and Neuse River Buffer Authorization Certificate
Dear Mr. Jarrell:
Your application for a 401 Water Quality Certification and Neuse River Buffer Authorization Certificate was received in the
Central Office of the Division of Water Quality (DWQ) on June 21, 2002. According to our rules (15A NCAC 2H .0507(A)
and 15A NCAC 2B.0233(8)), if final action is not taken within sixty (60) days, the 401 Certification and Neuse Buffer
Authorization Certificate is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the
requirement of written authorization for the use of 401 Water Quality Certification Number 3374 (GC3374) and the buffer
rules for your plans to impact 0.035 acres of wetlands and 42,748 square feet of buffers as described in your application.
As such, the wetland and buffer impacts are approved. However, please be aware that you must follow the plans as
described within your application and all other conditions of GC3374 and the Neuse River Buffer Rules, including but not
limited to diffuse flow per 15A NCAC 2B .0233(5).
Please note that if additional impacts occur within the development beyond those requested within your application, this
waiver is no longer valid and a new 401 Water Quality Certification and Authorization Certificate will be required. Also,
please note that the DWQ reserves the right to conduct a compliance review of your protect to ensure compliance with the
wetland and buffer rules. If you have any questions, please telephone Mr. Bob Zarzecki at [phone].
Sincerely,
1ti .
n Ii ek, P.E
it t r, DWQ
Attachments: GC3374
cc: Ron Johnson, Earth Tech, 701 Corporate Center Drive, Suite 475, Raleigh, NC 27607
Deborah Sawyer, DWQ Washington Regional Office
Washington Regulatory Field Office of the U.S. Army Corps of Engineers
File copy
Central Files
bz
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, Director
Division of Water Quality
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Re: City of Kinston - Adkins Branch Sewer Replacement Project
(? ?> lp
Subject: Re: City of Kinston -Adkins Branch Sewer Replacement Project
Date: Wed, 02 Oct 2002 13:38:46 -0400 k. op?l
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
c
To: Cyndi Karoly <[e-mail]>
Cyndi : ( ?? 7
It looks like we waived this project. Mike found it in a box on top of the Send to Re,
cabinet. It appears that the extra copies were never sent to the appropriate agencies
Deborah said that she sent WaRO comments to ISSUE a couple months ago, but nothing was
entered into Filemaker. Please look over and see if you agree that we waived this one
so, pass back to me to write up the waiver. I'll put the file and copy of this email .
your box. Any idea why this did not show up in the Tardy notices or did I just miss i
- Bob 0 1 V?
Bob Zarzecki wrote:
> Mike:
> You're our last hope. I know you're in the field today, but please see if you can f
> this file when you return.
> Deborah:
> if Mike can't find the file by tomorrow afternoon, then please send us a copy of wha
> you have. Thanks.
> - Bob
> Cyndi Karoly wrote:
> > Not I, sorry.
> > Bob Zarzecki wrote:
> > > Deborah, Cyndi & Mike:
> > > I can't find the file on this project. Do any of you have it or know it's state
> > > - Bob
> > > Bob Zarzecki wrote:
> > > > Ron :
> > > > For future correspondence the DGvQ Project No. for this project is 02-1003. It
> > > > is recorded in the database as received on June 21, 2002 and sent to the WaRO
> > > > for comments on July 2, 2002. I recall an email from Deborah regarding this
> > > > project not too long ago. However, there is 120 other record of the project. in
> > > > the database. if it was received on June 21st, then there is a good chance th,
> > > > it has been waived. I'll check witjz staff and get back to you.
> > > > - Bob
> > > > "Johnson, Ron" wrote:
>>>>>Bob,
> > > > > I am trying to track down the status of a 401 Water QualityiNeuse Buffer
> > > > > application for the City of R_%nst-,on. The Project is Upper Adkins Branch
> > > > > Sewer Replacement/Rehabilitation. The permit was sent in several months
> > > > > ago. It first went to the DIVC) Raleigh office who sent it out to the
> > > > > Washington Regional office. I spoke with Deborah Sawyer on September 18 and
> > > > > she was pretty sure she had sent it.. back to the DWQ Central office in
> > > > > Raleigh. She indicated you were the one to check with to see what the
> > > > > status was. Site told me tT2at she thought everything was ok with it and she
> > > > > would check with you to see it you had received it from the reg.onal office.
> > > > > We received our USACE Nlationwi.de notification several weeks ago so the DWQ
> > > > > ok is about the last piece of the puzzle we need to go to construction. It
1 of 2 10/2/02 1:39 PI\
Triage Check List
Date
To: ?RRO
?FRO
R[WaRO
?WiRO
?WSRO
?ARO
Project Name
DWQ Project Number := Idol-
County ,L C
Steve Mitchell
Ken Averitte
Deborah Sawyer
Joanne Steenhuis
Jennifer Frye
Mike Parker
?MRO Pete Colwell
From: glVtJe 4y Telephone (919) 733-W
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
inimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
igation PcMk)e--
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
j
i?z
-Comments aa>a=?
S S? 1, ithct. -'
Office Use Only:
USACE Action ID No. J JIWY'
(If any particular item is not applicable to this project, please enter "
I. Processing
tat
or "N/A".)
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NC)VRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Kinston
Mailing Address: P.O. Box 339
Kinston North Carolina 28502
Attn: John Jarrell, City Engineer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
Form Version May 2002
0210 03
I
l1
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Upper Adkin Branch Outfall Rehabilitation/Replacement
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): NA
4. Location
County: Lenoir Nearest Town: Kinston
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Sewer outfall extending from
NC 11 and Liberty Hill Road generally adjacent to Adkin Branch in a northwesterly direction
To Carey Road
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Linear Project about 8.10 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Adkin Branch
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing sewerline easement. Land use in vicinity is
Mix of residential, commercial and undeveloped land.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project involves the replacement and rehabilitation of deteriorating sanitary sewer adjacent to
Adkin Branch. Equipment to be used includes bulldozer, back hoe, front end loader,
, trucks, and boring machine
11. Explain the purpose of the proposed work: Improve sanitary sewer system and prevent
leakage of untreated wastewater into the environment
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None obtained
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:
Impacts include clearing of wetlands, placement of one pipe across bottom of stream channel
And possible placement of pipe supports below ordinM high water line.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Wet-2, Sheet C-05 Clearing 0.015 Yes 50 Bottomland hardwood
Wet-3 Sheet C-07 Clearing 0.003 Yes 50 Bottomland hardwood
Wet-3 Sheet C-08 Clearing 0.017 Yes 50 Bottomland hardwood

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athqp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 10+
Total area of wetland impact proposed: 0.035 acres of wetland to be cleared
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )

i I i i I I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tot)ozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Initial project design showed about 0.3 acres of wetlands to be cleared. Design modified to
minimize impacts to about 0.03 acres.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No compensatory mitigation for wetland impacts are proposed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 26,145 3
2 42,748 1.5
Total
Zone 1 extends out 3U teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration/ Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Based upon previous discussions with DWQ it is understood that 1:1 mitigation is only required
for Zone 1 impacts and no mitigation is required for Zone 2 impacts
XI. Stormwater (required by DWQ) -
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No impervious surfaces proposed
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA - Existing sewer line discharges to Peachtree Wastewater Treatment Plan (NPDES
NC0020541)
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicanf/Agenes Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Proposed Outfall Replacement
¦¦¦¦¦¦¦¦¦ Proposed Outfall Rehabilitation
0 1000 2000 Feet
USGS Topographic Map: Kinston, NC 1983.
PROJECT LOCATION
City of Kinston, Upper Adkin Branch Outfall
E A R T H T E C H Replacement/Rehabilitation
Kinston
June 2002 North Carolina 40464,
J??SEO sr???
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
?? yW REGION 4
ATLANTA FEDERAL CENTER
PRO??`?0 2 ATLAN61 TA GEORGIA 30303-8960
August 8, 2001.
Mr. Ralph Clark, City Manager
City of Kinston
Post Office Box 339
Kinston, North Carolina
RE: City of Kinston Adkins Branch Sewer Rehabilition Project
Approval of Environmental Documents
Dear Mr. Clark:
The FNSI for the City of Kinston wastewater project was issued on June 25, 2001.
The thirty day comment period has now expired and no comments either supporting or
disagreeing with the proposed project have been received. You may proceed forward with the
grant approval process in coordination with my staff. If you have any questions, please call me at
[phone] or Bob Freeman at [phone].
Sincerely yours,
Dorothy Rayfield, Chief
Grants and Technical Assistance Section
Water Management Division
cc: Rob Brown, NC DENR
George White, EPA
Intemet Address (URL) o http://www.spa.gov
Recycl"Receyclabla a Printed with Vegetable Off Based Inks on Recycled Paper (Minimum 30% Postconsumer)
Michael F. Easley, Governor
ty Q William G. Ross Jr., Secretary
\Q North Carolina Department of Environment and Natural Resources
1,7
1 r Gregory J. Thorpe, Ph.D.
'-I Acting Director
`G Division of Water Quality
August 17, 2001
Mr. Ralph Clark, City Manager
City of Kinston
Post Office Box 339
Kinston, North Carolina 28501
SUBJECT: Approval
City of Kinston-Adkins Branch Sewer Rehabilitation
Preliminary Engineering Report
Project No. C370527-05 .
Dear Mr. Clark:
The Construction Grants and Loans Section of the Division of Water Quality has
completed its. review of the City of Kinston Preliminary Engineering Report. The project
consists of rehabilitation of part of the existing upper Adkins Branch Interceptor including
replacement of portions of the existing line with 2,700 linear feet (H.) of 24-inch ductile iron
pipe (d.i.p.) and 4,5751.f. of 20-inch d.i.p; replacement of existing concrete pipe with 860 l.f
of 12-inch d.i.p. and 2,2001.f. of 16-inch d.i.p.; slip lining 2,200 linear feet l.f.. of 15-inch line;
replacing 48 manholes and one siphon; and the grouting/lining/replacement of forty (40)
manholes. The estimated project cost is $2,971,000 and will be funded by a Federal Special
Appropriation Grant, a Rural Center Grant, and local funds.
The subject City of Kinston Preliminary Engineering Report is hereby approved.
If you have any questions concerning this matter, please contact Mr. Larry Horton, P.E.
of our staff at [phone].
eoohn Blowe, P.E., Chief
Construction Grants & Loans Section
RB/dr
cc: Terry Bradham, P.E., Earth Tech
DWQ Washington Regional Office
Daniel Blaisdell, P.E.
Don Evans
PMB/DMU/FEU/SRG
Construction Grants and Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633 (919) 7336900
E-Mail Address www.nccgi.net FAX [phone]
?*A
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Customer Service
1 800 623-7748
u,Avvn.r- AUUI I IVIVAL
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NUMBER DATE GROSS AMOUNT DISCOUNT TAX CHARGES NET AMOUN
t 06/12/02 200.00 .00 .00 .00 200.
00,
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Clty Of KInStOn P.O. Box 339, Kinston, NC 28502-0339.
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